20030986 Ver 1_COMPLETE FILE_20030808

North Carolina Department of Environment Alan W. and Division Klimekof, PNatural.E., Director
Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Mr. Edward D. Garvin
280-2 Ascot Lane
Boone, NC 28607
Q?c??od?p
OCT 2 0 2004
DENR - WATER QUALITY
WETLANDS AND STOWWATER BRANCH
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Resources
October 13, 2004
DWQ# 03-0986
Watauga County
Re: Extension of the Deadline for Work Conducted in the Trout Buffer Along Dutch Creek
Garvin Subdivision, DWQ Project# 03-0986, Watauga County
Dear Mr. Garvin:
On October 1, 2004, the Winston-Salem Regional Office (WSRO) of the North Carolina Division of Water
Quality (DWQ) received your letter requesting an extension of the above referenced deadline. Having reviewed
the authorization to use General Water Quality Certification Number 3402 (DWQ# 03-0986), issued to you by
DWQ on October 16, 2003, and the comments and recommendations of the North Carolina Wildlife Resources
Commission, the Division of Water Quality hereby grants you an extension of the deadline for prohibition to
instream work and land disturbance within the 25-foot wide buffer zone along Dutch Creek. The deadline for
this prohibition to take effect is extended from October 15, 2004 to October 31, 2004. All instream work and
land disturbance within the 25-foot wide buffer zone must be completed or cease by the end of October 31,
2004 and may not resume until April 16, 2005. Please note that no additional extensions of this deadline will be
granted for this project.
This letter completes the review of your request by the Division of Water Quality under Section 401 of the
Clean Water Act. If you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem
Regional Office at 336-771-4600, extension 293.
Sincerely,
Steve Tedder
DWQ Supervisor
Winston-Salem Regional Office
SWT/cdl
cc: Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
John Vilas, E'nV Environmental Consulting Services, Inc., 3764 Rominger Road, Banner Elk, NC 28604
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), (bttp://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
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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
October 16, 2003
DWQ# 03-0986
Watauga County
Mr. Edward D. Garvin
280-2 Ascot Lane
Boone, NC 28607
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Garvin:
You have our approval, in accordance with the attached conditions, to place permanent fill in 40 linear feet of
intermittent stream, 40 linear feet of perennial stream, and 0.091 acre of wetlands in order to construct the
Garvin Subdivision in Watauga County, as described in your application received by the Division of Water
Quality (DWQ) on July 31, 2003 and in additional correspondence received on August 29, 2003. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification
Number 3402 which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. This Certification
allows you to use Nationwide Permit Number 39 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 proceed with your project including
(but not limited to) those required by 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 valid only for the purpose and design that you have 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 certifications, as well as
the additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds on the property. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permits (whichever is later). A sample deed notification format can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
2. The culverts required for this project shall be installed per condition No. 9 in General Certification 3402
and in such a manner that the original stream profiles are not altered (i.e. the depth of the channel must
not be reduced by a widening of the streambed). Existing stream dimensions, including the pattern and
profile, are to be maintained above and below the location of each culvert. The culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-
established or, if the pipes are installed in a perched manner, the pipes shall be removed and re-
installed correctly. The Applicant must submit a plan and receive written approval from this Office to
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), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
1
AW
address any head cutting that will occur as a result of this project (e.g., use of cross vanes downstream
of the culvert).
3. Use of native vegetation and other soft stream bank stabilization techniques must be used where
practicable instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be
placed in the streambed unless specifically approved in writing by the Division of Water Quality.
4. Concrete shall not be allowed to come in contact with any surface waters until it has completely cured.
5. Instream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout
spawning season of October 15th through April 15th in order to protect the egg and fry stages of trout.
6. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along with the Certificate of Completion form, please send
photographs upstream and downstream of each culvert site in order to document correct installation.
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, 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW K/cdl
Attachments
cc: U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
John Vilas, E'nV Environmental Consulting Services, Inc., 3764 Rominger Road, Banner Elk, NC 28604
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Garvin S/D
Project Number 03 0986
Recvd From APP
Received Date 8/8/03
County Watauga
County2
Region Winston-Salem
Recvd By Region
Project Type residential s/d with 1-2 acre lots
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Linear Y O N 8-12= (3.8) TR 40.201. 5,59 80.00 40.00 40.00
F -F
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 4 N Did you request more info? 0 Y DQ N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? 0Y DQ N Recommendation: 0Issue 0Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 361011 Longitude (ddmmss) 814759
Comments:
Site visit conducted on 09/12/200:3_ Project is a proposed residential subdivision containing lots
averaging 1 to 2 acres and located in a small, narrow, heavily wooded valley with moderate slope.
This valley is drained by an unnamed tributary of Dutch Creek. Project size is approximately 43
acres. Access into the site will be provided by a frees pan bridge across Dutch Creek, which is
designated trout waters. Channel and banks of Dutch Creek will not be impacted. All imposed
jmpacts are associated with the access road into the site. County subdivision standards limiting
maximum road grade to 15% necessitate a road switchback through a portion of a small wetland
connected to the unnamed tributary. The presence of large bedrock outcrops, the trout buffer along
Dutch Creek, and the small wetland areas along the unnamed tributary, limit road design options.
Applicant has made an acceptable effort to minimize impacts. App licant imposes . protect
unimpacted wetland areas, streams, and stream buffers by deed restriction. Impacts will consist of
one 40 If crossing of the unnamed tributary along its perennial reach, 40 If of 18" p*p*ng
cc: Regional Office
Central Office Page Number 1
Facility Name Garvin S/D
Project Number 03 0986
Comments (continued from page 1):
County' Watauga
Regional Contact: Daryl Lamb
Date: 10/1/2003
along its i ntermittent reach, and fill to 0.091 acre of connected wetlands. The crossing will consist of
an 81" by 59" arch culvert. Imp acts to trout buffers will be limited to the roadway footprint. Mitigation

is not req uired or imposed. No public monies will be used for this eject. Total impervious area at
build-cut is ejected to be 4.2 acres, which is 9.8% of total eject area. Applicant is requesting as

cc: Regional Office
Central Office Page Number 2
EW
W OWN onr1=111dal Comu" Services Inc.
August 28, 2003
Mr. John Domey
NC DENR DWQ
Wetlands/401 Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
?90- D-^Ny
RE: Garvin Subdivision, Additional Information
DWQ Project #: 03-0986
Dear Mr. Dorney:
3764 Rominger Road
Banner Elk, NC 28604
Ph/Fax: [phone]
e-mail: wcc, jvQskybest.com
WMANDS/49,1 GR r
AUG % ?-) 1UT:
TERQVALITYSECT'IO
In response to your letter dated August 18, 2003, we are providing you with the following additional
information: 3 se+s
1. Full size site plan showing trout buffers, lot lines, and all roads and driveways.
2. Revised 81/2" by 11" site plan details showing stream and wetland impact areas, lot lines, access
drives and trout buffers.
If you have any
questions regarding this request please call me at 828-297-6946, thank you.
Sincerely,
John C. Vilas
President, EW Environmental Consulting Services Inc.
Cc: Danny Smith, NC DWQ
Daryl Lamb, NC DWQ WSRO
Steve Chapin, USACE
Ed Garvin

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Michael F. Easley, Governor
William G. Ross, Jr., Secretary
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
August 18, 2003
DWQ 03-0986
Watauga County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Ed Garvin
280-2 Ascot Lane
Boone, NC 28607
Subject: ADDITIONAL INFORMATION REQUEST & ON HOLD NOTIFICATION
Garvin Subdivision
Dutch Creek Road
Dear Mr. Garvin:
The Division of Water Quality has reviewed your Pre-construction Notification application for the discharge of fill material
into 0.091 acres of wetlands and 80 linear feet of stream impacts. At present, insufficient evidence is available to conclude
that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H.0506. Therefore, we
are placing this project on hold as incomplete until we receive this additional information. We are requesting (by copy of this
letter) that the U. S. Army Corps of Engineers place your project on administrative hold.
1. In order to confirm that all impacts are properly addressed, please provide a plan that shows lot configurations and
show how the respective lots will be accessed.
2. If additional impacts are needed to construct this project, please modify your Pre-construction Notification
Application (PCN) and submit an up-dated PCN with your response to this additional information request.
3. Please depict the 25-foot trout buffer on your subdivision plans.
Please telephone Danny Smith at 919-733-9716 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/ds
cc: Todd Tugwell USACE Raleigh Regulatory Field Office
John Vilas, E'nV, 3764 Rominger Road, Banner Elk, NC 28604
Danny Smith, Central 401/Wetlands Unit
Central Files
Daryl Lamb, WSRO
File Copy
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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Certified Mail
Return Receipt Requested
Ed Garvin
280-2 Ascot Ln.
Boone, NC 28607
Dear Mr Garvin:
August 18, 2003
Subject: Additional Information Request n Hold Notification
Garvin Subdivision
Dutch Creek Road
DWQ 03-0986
Watauga County
The Division of Water Quality has reviewed your Pre-construction Notification application for the
discharge of fill material into 0.091 acres of wetlands and 80 linear feet of stream impacts. At present, insufficient
evidence is available to conclude that your project must be built as planned in waters and/or wetlands in accordance
with 15A NCAC 2H.0506. Therefore, we are placing this project on hold as incomplete until we receive this
additional information. We are requesting (by copy of this letter) that the U. S. Army Corps of Engineers place your
project on administrative hold.
-0
1) In order to confirm all impacts are properly addressed, please provide a plan that shows lot configurations and
.iuclade{depict) how the respective lots will be accessed.
.,Ir»? {neR?? Cor.S{'tv.c'? 'tau S Qy?o'' ?i
2) If additional impacts are &secrvered, please modify your ?re-construction Notification Application (PCN) and
submit an up-dated PCN with your response to this additional information request.
3) Please depict the 25-foot trout buffer on your subdivision plans.
Please respond, in writing, to Danny Smith, 2321 Crabtree Blvd., Raleigh, NC 27604-2260 within three
weeks of receipt of this letter outlining your intent to proceed with this project or withdraw your application. If you
wish to proceed, please address the items listed above.
If you have any questions regarding this matter, please contact Mr. Danny Smith of the Central
401/Wetlands Unit Office at [phone].
Sincerely,
John Dorney
401 Water Quality Certification Program
ds
cc: Todd Tugwell USACE Raleigh Regulatory Field Office
John Vilas - E'nV Environmental Consulting Services, Inc.
3764 Rominger Road
Banner Elk, NC 28604
Danny Smith, Central 401/Wetlands Uni
Central Files
Daryl Lamb, RRO
File Copy
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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Triage Check List
Date: ql?Q 3
To: ? ARO
? FRO
? MRO
? RRO S J o
Project Name:
DWQ#:
County:
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
From:
? WaRO Tom Steffens
? WiRO Noel le heran
SR Daryl Lamb
Telephone : (919) f 3 3 ?? 5
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
eam length impacted
earn determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? and fill
tigation Ratios
El itching
the stream and or wetland mitigation sites available and viable?
k drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
ILL 'i
Comments:
Revised Garvin Subdivision
Lower Section
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REVISED 8/28/03 EXISTING POGRAPHY
WITH P GSEO ROAD

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X30930
August 7, 2003
Mr. John Domey
NC DENR DWQ
Wetlands/401 Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
3764 Rominger Road
Banner Elk, NC 28604
Ph/Fax: [phone]
e-mail: [e-mail]
FILE C" 11
AUG 8 2003
,HATER QUAIITYSECTION
RE: Garvin Subdivision, Watauga County
Dear Mr. Domey:
Transmitted with this letter are 7 copies of the 404/401 permit application for the referenced project and
a check for $200.00 to cover the application fee. Impact totals for this project are 0.091 acres of wetland
impact and 80 linear feet of stream impact (40 perennial, 40 intermittant).
If you have any questions regarding these items please call me at 828-297-6946, thank you.
Sincerely,
John C. Vilas
President, E'nV Environmental Consulting Services Inc.
cc: Mr. Daryl Lamb
Mr. Ed Garvin
Office Use Only: 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
1. 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 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: X
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Ed Garvin
Mailing Address: 280-2 Ascot Ln.
Boone, NC 28607
Telephone Number: 828-963-6377 Fax Number: 963-9387
E-mail Address:
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: John Vilas
Company Affiliation: E'nV Environmental Consulting Services Inc
Mailing Address: 3764 Rominger Road
Banner Elk, NC 28604
Telephone Number: 828-297-6946 Fax Number: 828-297-6946
E-mail Address: john ,env-ecs.com
Page 3 of 12
M. 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: Garvin Subdivision
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1879-41-1493-000
4. Location
County: Watauga Nearest Town: Valle Crucis
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Take Hwy 105 South out of
Boone. Take right at first traffic light onto Broadstone Rd. toward Valle Crucis. Pass Mast
General Store taking a left on Hwy 194. Go approximately 1-2 miles taking a left on Dutch
Creek Road. Travel approximatey 2 miles and the property is on the left just before Julia
Pearson Rd.
5. Site coordinates, if available (UTM or Lat/Long): 36deg10'11.42"N 81deg47'58.82"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:
Undeveloped
7. Property size (acres): 43 +/- acres
8. Nearest body of water (stream/river/sound/ocean/lake): Dutch Creek
9. River Basin: Watauga River
(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
Describe the purpose of the proposed work: To create a large lot (avg.- 1-2 ac.) residential
subdivision.
10. List the type of equipment to be used to construct the project: Standard construction
equipment: track excavator, backhoe, dump truck.
11. Describe the land use in the vicinity of this project: Rural residential, agricultural and
undeveloped. Very low density.
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.
No previous USACE 404 permits or NCDENR 401 permits have been used to develop this
property
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 additional 404/401 permit requests are anticipated for @py planned future
development of this property
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 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet
Type of Wetland***
Wet A (Impact 2) fill .027 no -150 ft Linear seep
Wet A (Impact 3) fill .064 no -200 Linear seep

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditchingtdrainage, 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: 0.34 ac
Total area of wetland impact proposed: 0.091 ac
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 Impact Perennial or
Intermittent?
(please seci )
Stream A
(Impact 1) t8 n pipe 40 ft Stream A 10 ft intermittent
Dutch Creek bridge 0 Dutch Creek 25 ft perennial
Un-named Trib to
Dutch Creek 81"x59" arch
culvert 40 UT Dutch Creek 12 ft perennial

* List each impact separately and identity temporary impacts. hnpacts 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. ff 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
Page 6 of 12
www.usgs.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 80 ft
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.)

* 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., damlembankment, 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 proposed work and associated impacts are intended to allow for development of a large
lot (1-2 ac) residential subdivision with minimal impacts to streams and wetlands. All proposed
impacts are associated with the main road through the property. The site is basically long and
narrow as it extends up the valley of a small unnamed tributary to Dutch Creek (UT Dutch
Creek). To meet maximum slope requirements (15%) in county subdivision road standards the
proposed road must switch back thru wetland. A substantial rock cliff extends across much of
the valley near the upper end of wetland A (see site sketch). This rock outcrop combined with the
trout buffer along UT Dutch Creek significantly limited road design options in this area resulting
in unavoidable impacts to Wetland A and the small intermittent channel that connects it to UT
Dutch Creek. All un-impacted wetlands, streams and associated buffers on the site will be
Page 7 of 12
permanently protected through deed restrictions. In addition to the impacts described above, two
crossings of perennial streams are proposed. The first crossing will involve a bridge that will
span Dutch Creek at the project entrance, there will be no impacts associated with this crossing
(see detail . The bridge will cross perpendicular to Dutch Creek spanning the entire channel and
channel banks. The bridge abutments will be set back from the banks a sufficient distance to
allow passage of the 25 year storm without significantly changing natural stream homology or
constricting flood flow passage. The second crossing will be a 81"X 59" arch culvert across UT
Dutch Creek, a perennial tributary flowing thru the property. This crossing will cause
approximately 40 linear feet of impact to UT Dutch Creek. This crossing is unavoidable as it
occurs in a location where the stream crosses over the valley allowing no feasible alternative
road alignment. There are no mapped FEMA floodplain areas on the site. The only impacts to
trout buffers on the project will be at the two crossing locations and will be limited to the
roadway footprint approximately 40 feet each, see section 2Q.
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.
Page 8 of 12
No mitigation is proposed
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/Wo.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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Page 9 of 12
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:
Approximately 80 linear feet of perennial stream trout buffer will be impacted with this project.
Impacts are associated with two bridged road crossings the first bridge will span Dutch Creek
and the second will span an un-named tributary.
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 Multiplier Required
(square feet) Mitigation
1 3
2 1.5
Total I
* 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.
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.
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.
Total acreage of the site is 43 +/- acres with impervious acreage <1%. Proposed impervious
acreage equals approx. 4.2 acres or 9.8% of total acreage.
XI. 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.
On site septic systems will be installed in accordance with local regulation.
XII. 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
Page 10 of 12
XM. 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).
7-, -7 1?
-03
Applicant/ Signature Fs. V -r-c- •) Date
(Agent's signature is valid 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
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 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
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Page 11 of 12
4U1 AU U.7 VJ.JJr ?-? +?a• ??•• --- ---
RE: Agent Authorization Letter
Garvin Subdivision
To: Whom It May Concern:
Please consider this letter as authorization for John Vilas of E'nV Environmental
Consulting to act as an agent on my behalf for the purpose of applying for 404/401
permitting with the United States and the State of North Carolina. This authorization is
limited to addressing 404/401 permit issues related to development oftbe Garvin
Subdivision located off Dutch Creek Road m Watauga County, North Cambia.
If you should have any questions or need further please feel free to contact me at 828-
963-6377
Agent Contact Info:
E'nV Environmental Conwhing Services Inc.
3764 Rominger Road
Banner Elk, NC 28604
Ph/fax [phone]
Email: wcc ' 01daftst-com

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Name: VALLE CRUCIS
Date: 7/10/2003
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Caption: Garvin Project Site
1997, Maptech, Inc.
Garvin Subdivision
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Garvin Subdivision
Lower Section
Parvin Suhdivision
Dutch Creek Tributary Arch Culvert
Typical Detail
MASS ROCK RETAINING m COMPACTED FILL
HEADWALLS (w/ WINGWALLS)
ON BOTH SIDES
EXISTING
CREEK
NOT TO SCALE
ROAD GRADE
BANK FULL ELEVATION
81"X59"ARCH CULVERT
12 GA. CMP, ALUMINIZED
- PIPE FILLED TO
20% OF DIAMETER
Dutch Creek Bridge
Typical Detail
EXISTING
TOP OF BANK
EXISTING
CREEK
NOT TO SCALE
35' BRIDGE SPAN
ROAD GRADE
EXISTING
GRADE
EXISTING
TOP OF BANK
30" CMP EXISTING
BANK FULL CREEK
ELEVATION
35'?
Garvin Subdivision
Wetlands Report
The proposed Garvin Subdivision is located in the Valle Crucis community of Watauga County, NC. The
project site is approximately 43 acres. It borders Dutch Creek to the west and extends upslope to the
Hanging Rock Ridge to the east (see Location Map).
A site investigation was performed in late May/early June 2003 for the purpose of identifying all
jurisdictional waters present on the property. A total of four specific areas were found and a description of
each follows:
1. Dutch Creek: Flows parallel to Dutch Creek Road along the western boundary of the site. This is a
perennial class B trout stream. Average bankfull width of the stream on the site is 25 feet. The total length
of this stream on the site is approximately 220 linear feet.
2. UT Dutch Creek: This is a small perennial stream that flows from southeast to northwest almost the
entire length of the site. This stream has an average bankfull width of 12 feet. Total length of this stream on
the site is approximately 2150 linear feet. For some of this length, primarily in the upper part of the
property, the stream bends off the site for a few hundred feet.
3. Wetland/Intermittent Channel `A': This wetland begins at a spring just above a large rock outcrop in
approximately the middle of the site. It extends over the rock cli$ widening below then gradually
becoming narrower and eventually becomes an intermittent stream before merging with UT Dutch Creek.
The total length of this system is approximately 400 feet. The upper 300 feet we have classified as
wetlands, the lower 100 feet we have classified as an intermittent stream. The Area of wetlands is
approximately 0.34 acres, stream length is approximately 100 linear feet. Data sheets for the wetland area
and a DWQ stream evaluation form for the intermittent channel are included in this package.
4. Ephemeral Channel `SP': This channel flows generally south to north through the middle portion of the
site roughly parallel to UT Dutch Creek and Wetland `A'. This channel is approximately 800 feet long but
we have never seen water in more than 150 feet. Using the NC DWQ Stream Classification Form (see
attachgd) this channel scored only 7.5 points. Based on this, we classified this channel as non jurisdictional
ephemeral.

NCDWO Stream Classification Form S
ProjectName:(Scs
DWQ Project Number.
River Basin: u -tr County: u 4.52o Evaluator: W
Nearest Named Stream: pv-1-cl ( ?, Latitude:
Signature:
Date: s-130/03 USGS QUAD: Longitude: Location/Directions:
*PLEASE NOTE.- Ifembww and hwdownaragrreONdie feature& a guar-wade M* dour amojd *jorw Is we ae aww.
Also, Ifln Oe best professlmd fi*earew ofthe evahm or, du feature is a max-made AWh aad not a weAPed natural slreasr--this
sadwssystew should not be used*
Primary Field Indicators: a kobrem,.&rperaw)
L ggLumphdou t Weak Modtu abe Stro
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is Tla USDA Texture In Streambed
S) Ls
1•)
An Active (Or Befit)

PR U f A R Y GE O MO R PH OL O G Y l1 a I CA T i U R
There A
Pl WA R Y H YD R O L O G Y A V D I CA T O R
PR MA R Y S IOL O G Y N w I C A T O R

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Garvin Subdivision Date: 5/30/03
licant/Owner: Coun : Watauga
Investi ator: W State: NC
Do Normal Circumstances exist on the site? Community ID:
Is the site significantly disturbed (Atypical Situation)? Transect ID:
Is the area a potential Problem Area? Plot ID: 9
VEGETATION
Dominant Plant Species stratum Indicator Dominant Plant Species stratum Indicator
1 Aesculus octandra T FAC 9
2 Acer rubrum T FAC 10
3 Vitis aesth alis v FACU 11
4 Alnus s p. S FAC 12
5 Urtica dioica H FACU 13
6 Im alines ca ensis H FACW 14
7 Viola blanda H FACW 15
8 Osmorhiza cla oni H FACU- 16
Percent of Dominant Species that are OBL, FACW or FAC: 5/8 =63%
Remarks: Buckeye dominated canopy; stinging nettle dominated herb layer
HYDROLOGY
Recorded Data Describe in Remarks Field Observations:
Stream, Lake or Tide Gauge Depth of Surface Water: 0 INCHES
Aerial Photographs Depth to Free Water in Pit: >12 INCHES
Other Depth to Saturated Soil: >12 INCHES
No Recorded Data Available
Wetland Hydrology Indicators
-Primary Indicators- -Secondary Indicators (2+ required)-
Inundated Oxidized Root Channels in Upper 12 in.
Saturated in Upper 12 inches Water-Stained Leaves
Water Marks Local Soil Survey Data
Drift Lines FAC-Neutral Test
Sediment Deposits, Other (Explain in Remarks)
Drainage Patterns in Wetlands
Remarks: Dry, rocky soils
3tite`F 1402 - I
SOILS
Map Unit Name
(Series and Phase):
Stony rough land
Drainage Class
moderate
Taxonom Sub rou : Confirm Mapped Type?
Profile D escri tion:
Depth
Inches
Horizon I Matrix Color
(Munsell Moist Mottle Color
Munsell Moist Mottle
Abundance/size/Contrast
Texture
0-2 10YR2/1 loam
2-6 B 10YR3/3 NONE Loam
6+ R Re olith

H dric S oil Indicators:
Histol Concretions
Histic E i edon High Organic Content in Surface layer in Sand Soils
Sulfidic Odor Organic Streaking in Sand Soils
uic Moisture Regime Listed on Local H dric Soils List
Reducing Conditions Listed on National H dric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks
Remarks:

WETLAND DETERMINATION
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Garvin Subdivision Date: 5/30/03
A licant/Owner: Coun : Watauga
Investi ator: AW State: NC
Do Normal Circumstances exist on the site? Y Community ID:
Is the site significantly disturbed (Atypical Situation)? N Transect ID:
Is the area a potential Problem Area? N Plot ID: 9
VEGETATION
Dominant Plant Species stratum Indicator Dominant Plant Species Stratum Indicator
1 Aesculus octandra T FAC 9
2 Acer rubrum T FAC 10
3 Vdis aestivalis v FACU 11
4 Alnus s p. S FAC 12
5 Urtica dioica H FACU 13
6 Im atines ca sis H FACW 14
7 Viola blanda H FACW 15
8 Osmorhiza cla oni H FACU- 16
Percent of Dominant Species that are OBL, FACW or FAC: 5/8 =63%
Remarks: Buckeye dominated canopy; stinging nettle dominated herb layer
HYDROLOGY
Recorded Data Describe in Remarks Field Observations:
Stream, Lake or Tide Gauge Depth of Surface Water: 0 INCHES
Aerial Photographs Depth to Free Water in Pit: 0 INCHES
Other Depth to Saturated Soil: 0 INCHES
No Recorded Data Available
Wetland Hydrology Indicators
-Primary Indicators- -Secondary Indicators (2+ required)-
Inundated Oxidized Root Channels in Upper 12 in.
Saturated in Upper 12 inches Water-Stained Leaves
Water Marks Local Soil Survey Data
Drift Lines FAC-Neutral Test
Sediment Deposits Other (Explain in Remarks)
Drainage Patterns in Wetlands
x

SOILS
Map Unit Name
(Series and Phase):
Stony rough land
Drainage Class
moderate
Taxonomy(Subgroup) Confirm Mapped Type?
Profile D escri tion:
Depth
Inches
Horizon I Matrix Color
(Munsell Moist Mottle Color
Munsell Moist Mottle
Abundance/size/Contrast
Texture

0-2
10YR 2/1 Mucky
Organic
2-4 B 10YR 3/2 10YR 2/1 10% loam
4+ R Re olith

Hydr ic S oil Indicators:
Histol Concretions
Histic E i edon High Organic Content in Surface layer in Sand Soils
Sulfidic Odor Organic Streaking in Sand Soils
x uic Moisture R ime Listed on Local H dric Soils List
Reducin Conditions Listed on National H dric Soils List
x Gie ed or Low-Chroma Colors Other (Explain in Remarks
Remarks: Mucky saturated soils with regolith beneath

WETLAND DETERMINATION
N wa stream Classi?ii'st??o or?n
River Basin: n, Canaty: L.-P Evaluator:
Project Name:
DWQ P_ rojeet Number Nearest Named Stream: l atiUide: Signature:
max.
Date: 5- 3a??3 USGS QUAD: Longitude: Location/Directions:
*p?NOTE: Ifershuderandkxdoiraeragm ANikefesarelsaaeR-mmkAkkdwxamof*&fOfw&st secestiffs
Abo, Ifhr tie bem pmfessbnd judganeut eftie erdwavr, tiefesom be aav-nede A&& aaisot a so8fead mar
raft system should not be used*
Primary Field Indic„ atoll: pwko,,.mmkrperLtne)
2) kThe USDAT==c In Streambed
5) is Tb= An Active (Or Relic)
2 3
9) IsA Cantinas Bed & Bank Pn s"? 0 I
10) IsA2°tOrdarOrCizdwChwwd(Aslndicatod
PRIMARY
INDICATOR
A
PR I WR Y HYDR OL O G Y I NDI CA T OR
PRIMARY $ IOL O G Y I NDI C A T OR
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SE,CONDARYGEOM6RPHOLOGYINDICATOR PORM.-fd ..S
II. Hvdrola?v Abet W=k hletler a Siro
1) Is This Ywes (OeEaWs) Ledlimer
57 Is There Water In Channel Dming Dry
SE COLADA R Y B "R O L O G Y I NDI CA TO R
8) Are Wetimud Plants In Slieambed? SAY Mir OBL MostlyFACW esdyFAC Mssdy FACU Mssdy UPL
As NotedAbmrS?loTI4isS? tnwnec ciy
MWL
SECONDARYBIOLOGYMDICATOR POVM. O
seCotJcW y POiA+ls -
TOTAL POINTS (pritarn +,s«wndarv)= Of Greater Than orEpno To I9Poims The Stream Is AtLeWlttterm
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Complete items 1, 2; and 3. Also complete a;r tignature
item 4 if. Restricted Delivery is desired. gent
¦ Print your name and address on the reverse x Addresse
so that we can return the card to you. R eiv 71 ( Print ama) C. Date of Deliver
¦ Attach this card to the back of the mailpiece, aG
or on the front if space permits.
IM s delivery add d' Brent from item i? ? Yes
I . Article Addressed to: If YES, enter delivery address below: ? No
Ed Gavin
280-2 Ascot Lane
Boone, NC 28607
DWQ# 03-0986 - Watauga
2. Article Nu`i
3. Ser vice Type
06ertifled Mail ? Express Mail
? Registered O"Return Receipt for Merchandis
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? yes
7002 2410 0003 0275 2083
` Domestic RetUrniReceiot' ' ` ''' 102595-r
UNITED STATES POSTAL SER RY N0
PM ?
?, .?ostagr?s.eaid
27 AUG
• Sender: Please print y ame, addVess, and ZIP+ In this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
(NOT TO SCALE)
TVFICAL SETBACK
VALLE CAUCIS
15 'SErEACK ~ FROM RROPERTV LINE
D D 194 I, Randy G.Ahodes, Prcfes Rhodes, Professional Land Surveyor, certify that aas prepared from an actual survey made by me
m D W ~ this map was prepared fr ~ m 2 or under my direct super ny direct supervision, and is correct t0 the best ~ T ~ ~ f precision is I a h h r t 10 0 `~I
~ G~ q y ~ 3 ~ of my knowledge and bell D o Q ~ t e a Y a e ~ and bellef, tat ~r L ld l) 9 that this map conforms to GS 47-30 as 60,E
m ~ o amendedD+andhis lecatedp o ~ ¢ 48X5ta ~ 5~ m ~ ~ ~ ~ p municipality that 15 re5 and is IOCated in such portion of a county or ~ l~ h n nce t at ~ (J n r a ~ 1~ o d1 r ted as to a 1~ ity that 1s egula
~ o ~ m EI regulates parcels of lar parcels Of land.
EE r ~ GP ~ ~ i ~ f L, ~ . l~l V 1',
J~~'~ ~ ¢ ~ Witness m~ hand and sea] ? hand and seal this day of
o ~ ° SITE ~ - ~o IN x
~N , 17.5' SETBACK FAO,+I EDGE N \ p of AIGHT-OF-war ~
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DaNre sHEPHEAD 1.145 ACRES ~e~ 38 X s t a p~ED aooK 19r 1. 7.~9 ACRES 3 ~ t a
GE 912 ' 9~ 31 Xsta
9 HOUSE g. IMPACT AREA 36X5ta s 42'S2'11'L:~43.as' rrorAu 204XSta
~6 9 9 5,-I USE AREA (SEE REVISED 226.61 1(::~ 41 2454.40 152.49'
GARUIN SUBDIVISION ,Gg'' VISION LOWER SECTION MAP 206Xsta ~ 0.963 A~;RES 0.889 ACRES
~y IN PERM] N PERMIT PKG.7 2168.84 3 ~
96 ~2g• D 5 N 52'10'11"W382~ 241.00' >q Ig ~2.W ~ 2 ~ ~ GEORGE TOWNSENO 3 ~
60Xsta 9.6j. °9. 1 N 59'41'11"E ~ ti ~ eoox 243 a~ Q ' ~ PAGE 660 h ~ o o, ^ ~ ti 6 N ti ti
N 5~ °~~12~~W5 341. `--39.30 ~ ~ m N 1. 1z7 ACRES s~. ti°~ 1.564 AC ES 113 ~ ~ ~ 9 ~ 4° ~6~1~ a 0 ~ 0~ /
~ 1, .~57 ACR 2~X1H U~E~ ~ °s ;9 ~ ~ e ^ ~IU 9/ ~N~ ~ ~N \ ~ti ~ ~ ~ h~ 203Xsta
a ~ T~ \ / 6~PH USE F E ~ ~ 2512.58
m 1 .S to 1 ~ N°9 9 4~C~-I USE `~s o /eq E w 9r~J \ 62XSta S gym ~ A9 ABC pCK62•S5. v 9, Ss ° \ ? Vo~~ fti -E1g 69 0.983 ACRES s ~ ~ ` 2~ 0'° 28 4g -~1
~ ~ L/i w ~ P° TS °T~ G l1PEpM 5 22 ~ p 6s. F CALL TABLE FROM G TO D ' ~2' S 31 , 3 3 X s t a ~ ~ ~ l ~ o ~ ~ ~ se ~A AA N orsTANCE 1 49"~ q S ~ ~../p~ ,y COL SE 8E I G
z Ot '43 < "9 s 9 p ~ A 37.33 ' ~iq~y ti 2 F9 '2 ~GF p~ 6 ~ 9 ~ S~ ~ q 9'% ~,9 5 99, Q ,h 2g • E ro ~ 65'(TpTAL 3 ti ag ~OB ` ~ A1~ ~ ~ 1 N 62 '31 ' 00 "E 18.48 '
z~ Y ` t2 ~ p 6 ~ Z z E25, 17. Y S 42' ~ ~ 1 'SS. g9. ~ G % Z m w 2 N 55'18'54"E 11.92' ~65 16 13"f180.40'(TOTA J ~ P ~ ~ ~0 4,
~ Ac Es Q °s 6 ~W s 192. 9 7~H USE , 0. 818 RE 69,QB.~~P ~ ~ 0~ ~~u ":P~'d~ 01 ~p 4 N 14 ~3'44`E 18 USE A " 1o6.2s 0.988 ACRES 2 ~°o~ ~~,G~y`~ ~~~56~ m 5 N oo'ze'o4"w 1e 9s
?J n a v z N o z co MDN w 901~SH U~E155 ACRES 9~ 5 ~ ' 54 26 CAE 685 a X85 a 74.16' ~~tia s P°, x,32 13 6 N 13'45'22"E 21.95'
ti ~ ~ ~ AR A ~ o ~ ~~E TREAM s,t 208 Sta ~8~ - .18 c3. Sta ~8~ H ~SE 25' STREAM ^ 3 ~ ~ pQ~O ~ y 6~ 7 N 27'2fi'11"E 1~.B6 ~ 3 , D0 aETBACK ° ] Q 8 X S a ~ p~ ~ ~ 8 N 24 '21 ' S8 "E 2 23
WTi N ~ w~ aCK 0 ~ ~t~TA AM 5ET8 Q 0 ~~3 ~ ~ N~ ,o°' o~ 21 °~8 m a ~P ti ~ I ~ o h m ti~~ Q1 / ~
5 44'34'33"8=46.65' p3 1 t~ ~ 9 9 H t~8X5ta, o ~o o o i 27X~ta
F ACRES ~ a ~ ~ 116.40' 3.9.18' rrr.o6 ~ IA ~ ~8 o COMMON AREA r~ ~ ~ 1 d, ~ ~ o ti / 0 214~,~1 ti ~ /oa ~ ~ I-, ~
~ ANGELA KAV sawvEa 9 X 5 t ~ 0.975 ACRES ~ ~ 210Xsta 9 I DEED eoDK 20 m o 1923.00 ~ ,a5 ~ o ~ ° ~ p/W ~ ~ ~ ~ ~ a ~ ~a ~ pM ANE----~ ~ 1.854 ACRES iii ~ .o ~ STRE Pv ~ ~ ~ ti CALL TABLE FROM E TO F
PAGE 609 ~ ~ ~ ~ ,~3 ~d ~ ~E~~ 'a o,~ ~~L TO SE ~ 0 ~ COURSE BEARING DISTANCE
~ ~ 0''' ~ P 1E Ca' ~ PGA Pi~E oN~~ ~ N 3o'4s'13.,W \ p1E c rJO e 0.947 ACRES zZ 09 1 N 4r'2a'33 E 53.20'
~ 220.27' 197.59' ~ 4AI~P ~ pt EI S 46'19'28'"E417.86' E~ ~ ~ 1y 6~. PEA PPt~ ~ a ~ 6~ yr ~ ~ 1.565 ACRES 2 N 42'15'26°E 16.50' 156` P~ag'~8 sr 1A~ 6 O~~P `~CSta ~ 173 ACRE~~ ~ 3 S 86'35'29"E 27.43'
~a ~ ~ ~ LG ZG A 1 • E S ~ „W 38 '53 14 E l 4 S 59 '39 ' 45 "E 34.26' a ~ y.61 '~s ,zy'S8 Pi~Ea o 2197.88 W ' a.21' , S 5 S 68'43'42"E 5..72'
\ , m 15 sta o 0 i m ~c g.. 2 C 1 m ~ ~m 'm Pp. 0 '99. F 51 1a~pTE h ~ N na n~ ~ ~„w w nZ 29, 6 571'01'51"E 23.71' ~ O~ PPI 5 ~ ~ ~ oz . n ~,m ~ o N~ roc m Ige cep F 7 S 54 '50 ' 36 "E 15.22'
1.477 ACRES 4 m ~ p1 P~ ul 'm w ~ m ~ , 'x ~6, 8 S 79'45'43"'E 29.95' N r~ qq CC 1 APP 9 n' N m~ v' m ~
~ ~IETLANQ ~ 213X.,ta7 N Z 9 1 USL 2 ro .W ~ n .f ti ~ ti ~ ~o m- ~N ~ ~
183, . 76 ~ ~ ~ ~ y ~ ~ ~ ~92 H n. ~ ~ S .
, z P \ ,~0'0 1.056 ACRES ~ 11 _6 42
~ SAAA McCORKLE 2~ 14 U ~ CALL TABLE FROM K TO L RosEMARV EAGLES 1 , 056 ACRE' Z U n ~ `~A 5406 ,ti~ w~`~ w ti0 ~ r'0 g, 'F ACRES' Z ~ s ti~ ze ~m Q a~ ° C4LL TABLE FROM N TO G
DEED BDOK 141 ~ <i PAGE 510 1 X 5 a ~ C ~ ~ ~ ° ~ ~ ~0 p^ ° o ~ / COURSE BEARING DISTANCE ~ ~ 1 ti ~ : o ~ 26Xsta
COURSE BEAAING DISTANCE 2 N. 2- ~ ~ o ~ ~ ~ ~ v ~ (r° 1 S 87,28'45°E 22.18'
RAD.: 44.59' TAN.: 17.39' 91`~~H USE ~ w 2 S 63 29"33'"E 24.98' 1 H USE 1, 184 ACRES ~ ~ 3 s 77.39'39-E 2x.36'
CALL TABLE FROM A TO 8 LEN,: 33.17' DELTA: 42.31'33° _ 15~ N 84'30'59" 7\ F z ~ 4 N 88'41'47"E 31.31'
COURSE BEARING DISTANCE 1 S 65'54'11"E 32.41' 23.49` o ~ ° o~° 6 N 34'15'54"E 2.65' ~n ~ ~ S 13 °52 ' 30 "f 'AIR °j d ° ~ 24.67' ~ 7 N [0'42'4&"E 150.24' VV
RAD.: 66.37' TAN,: 94.78' RAD,: 1717.63' TAN.: 29.61' _ 1 S 49°31'34"E 71.25' LEN,: 127,42' DELTA: 109'59'F3" LEN,: 59.22' DELTA: 1'SB 3r' CALL TABLE rAOM C TO D ~ \ 1 q G - ~ a ~ ~ B N 28'20'21 "E 55.54' 1~ ~ ppNATELY ,Tso ~ N z S 26 °41 '25"W
i 0 RAD.: 50.84' TAN.: 13.73' 19 S 20'00'08"E 108.73' A5 P~ ~ ° w N a ~ 15,53' d 10 S 58'02'~0'W 32.92' 6 ~ A F,. o ~ S 70 °35'31 °W d ~ ~ 11 S 56'55'17"W 33.04'
LEN.: 26.82' DEUA: 3C '13'38" 2 5 88'09'13"E 59,21" COURSE BEARING DISTANCE AAO: 1516.92' TAN,: 37.73' 0.771 ACRE 'T 1 9 9 ~ ~ ~ w 2. 765 ACRES ~ 12 s e2.3r25"w 33, 09' ~ ~ ~ ~ ~ o ti 28.24' 0 0 13 N 76'13'41"W 18,00'
2 S 64'38'24"E 26.51' RAD.: 10988' TAN.: 71.54' p N 73'21'11"W 50.98' S0 G x LEN.; 75.44' DELTA; 2'50'58" LEN.: 126,83' DELTA: 66°08'07"" N ° 2 S 74 '57 ' 23 "W 23.71 ' ~ 2 6 ~ o ~ ~ S 58'16'29"ld v ~ 14 N 37'24'46"W 17.67'
RAD.: 50.84' TAN.: 13,53' 3 S 35'36'19"W 30.54' N LEN.: 26.44' DELTA: 29'47'50" 20 S 30'53'45"W 7543 3 S 56'04'26"E 119.91' 4 S 53°31'21 "E 13.86' m,N~ 3^y 1 o ~ 37 18' ~ 223 X S t a15 N 06'14'01 "W 28.66' 1 ~ ~ ,9 0. m ~ 2531.32
5 S 09 ?6'57"W 34,44' 4m ~ 3 N 85'20'52'E 26,14 RAD.: 98.47 TAN.: 49.09' 6 S 07'18'32"W 45,86' N LEN.: 91.07 DELTA: 52'59'40" RAD.: 109, 8B' TAN.: 12,58' N, LEN.: 25.05' DELTA: 13'04'01" 7 S 19'33'37"W 33,37' ~m~ ~ / \ ~ ~ ° E m, ~ ~ s 45'GO~oG°w ~~o ~ i 3fi.19' ~
R4D.: 97.58 TAA'.: 89.57 21 S 55'56'07"W 87 86' 8 S 41 '3142"W 20,58' ~ • A 'o• S 30'25'33"W ~ ~0 99 mss, 0.979 ACR ti 29 oa~ ~ s~fEN GENIES
LEN.: 144.93 DELTA: 85 'OE G9 4 S 16'28'22"E 25,00' g S 60 '5558'"W 32.69' z •ss 9 LANE ~ ,A ",~F~ ~ 6 ~ ~ rom'-~i S 21'3417"W / i
d °B~~E 131.97 AAD.: 98,47 TAN.., 57.72 P RRIVAI'E RAD.: 109.88' TAN.: 15.55' ti ~ 5 66 59 LEN.: 104.41 CELrA. 60 45 24 LEN.: 30.90' DELTA: 16'05'41° LOTS ORj~E r0 SER1 30 AND 31 ONLY TE DRIVE ~ .0 01 ~ ~<m, A. 30.68 30 AND 31 p SERVE ~,D~,p6 e5;~ ~ _2 Std o"`
RAD.: 97.58' TAN.: 15.27_ 22 N 67'11'21"W 99.59' ~ LEN,: 30.3C" DELTA. 97'47'28" 23 N 37'55 36"W 1.30' S S 01'53'01 E 30.86 ~ tiL V ~ I z °o~, 1~p~~ ~ N ~ N 278. {~r, s 34 '4r~os°w
RAD.: 4B. 05' TAN.: 1es.93' CALL TABLE FROM E TO F r h 1.124 5 a _o ,.,E 30 1B' Fen ~ 4a s; TAN.: o ~ ~ - D o 9 3>~H U~~ ~ , , 34.06" 1.124 ACRES ~ s ~ 0.989 ACR 13 N Fy O U ~ ~
LE.'. 104 76 DELra~~12B'S9 35" LE1J.: 127.15' DELTA: 151'36'14" COURSE BEARING DISTANCE RAD.: 1457. d? i A;J.: ! 03. Cd ~ f09~~, 9~ ~ i S 40'02'48" 2 ~ N 2&. 25'
LEN.: 205.75' DEL r4: 8'06 17' 6 5 69'37'47'E 93.17' 24 S 77'50'23"W 88.64' 7 N 39'10'13"E 95.97' 1 5 37'14'14"W 143.81' 2 5 67'07'01 "W 94.07' ~W O~° ~ 5 82°23"~EXSta ~ 0 s o S 57'49'00" 2043'
6 S 02'36'47"E 205.57' 3 S 28'20'21 W ~5.54~ y5 ~ RAD.: 49.52' iAN.; 44,96' RAD.: 50.62' TAN.: 69.27' 4 5 20'4248 W1,.0,29" 5 ~ • . ~ s t 936.85E 7 AR RES s,`''. ^'o° 7~~ Sta S 45°00'00 E °o,~~ 27.49' ~ ,26 1.03 C ~ ~o, 2288.0 11.39" °o.s N s °3 ' a.
LEN.: 7302' DELTA: 84'28'36' 4 r . 5 S 34'15'54"W 27.65' 2~0 193 28. g. RAD.: 46.67' TAN.: 19.47' LEN.: 87.7 DEL A. 98'59'57" 6 5 65'25'08"W 26.57' o ~3 ~ D J LEN.; 36.89' DELTA: 45'17'3]" 25 5 27'53'42"E 66.58 c °4 '4 " 7 7 5 8B '41 47°~ 31.31' ~ s 13 e• k' ° S 65'45'5 Og~ 6 N 84'33'24" S, / 28.1 ~6•
B _ 86 3 1 E 6 99" 8 N 77'39'39 29.36' 7 S 21'12'54"E 35.94' 26 S 70'08'00"E 1J6' 9 N 63'29'33"W 24.98' tit 43,95' 34.40' N 73' 2'39"E 'B dg-F d. ~ S 69 °27'5 29, 23
RAD.: 50, 52' TAN.: 48, 53' ]0 N 86'45' 17'"W 22.39' RAD.: 91.14' TAN.: 42.57' 11 S 00'48'58"W 16.19' AAD.: 96.67' TAN.: 37.41' LEN.: 77.49' DELTA: 87'41'52" N ' h 1~ `'~-q J 71 '20'54" 17.67' N 85'3 5"E 0a ~0 9S~ 9.~ 72.96' S 81'18'0 17,36'
LEN.: 63.07' DELTA; 77'25'40'" LEN.: 79.65' DELTA: 50'04'23" " 9 S O6°37'14°W 70.14' RAD.: 1145.60' TAN.: 19.62' 's ~ N 48'55'44'1+ ~ 6 940 ACRES 23.56' S 6E '42 4 E ~ 9 ~
27 S 45'05'48"E 77. }9' LEN.: 39.24' DEL 7A: 1'57'45" ' ~ ~ 8 5 82'34'30"E 58.38' RAD.: 124.04' TAN.: 74, 51 ' 12 S 01 '11 '40 "W 39.24' ~ S 59'i7'9T'4 34.98'_ 126.31' ~~~~V~ 34.58' S 71',214"E
RAD, : 341.09 ; TAN.: 58.81 ' LEN.: 134.20 ' DELTA: 61 '59' 17" T 6 RAD.: 175.63' TAN,: 20.90' LEN.: 116,47 OELrA: 19 33'50'" AAD.: 44.69 AN.: 18.45' y 10 'o~'~. 59 I„E ,3g ti ~0 02 6 26. D4 ~ 106,05 2 N 66 a82 ,~o~~ .~ti s c6'o '52"w 1 s ~U
LEN.: 41,60' DELTA: 13'34'17" LEN.: 34.99' DELTA; 44'51'13" ~ 28 S 10'16'41"E 115.90' 10 S 19'28'31"W 227,75 ~3 ~ 16 ~ 2 0 15 52' 9 Io Q 20 ~ ~ (U~ ,~~'y ~1 S 43'40'23"Ed- Cq Q
9 N 65'29'48"E 41.50' 13 5 22'12'48'E 34.10' 20 RAD.: 79.60' TAN.: 70.69' 19 S 00'48'13"W 24.34' RAD,: 341.09' TAN.: 7.95" LEN.: 115.61' DELTA; 83'12'43" 15 S 45'00'00"W 18.65' oQ oQ0 1.897 ACRES 23.12' ~ 224Xsta 9 4 H USE ~739Xsta ~ ~ ~
RAD.: 66.54' TAN.: 78.31' LEN.: 115.35' DELTA: 99'14'55" LEN,: 15.91' DELTA: 2'40'19" 1b N 79'28'54"W 14.32" 17 N 27°05'20"W 26.35" 2648.02 ~ .>tio 0.94~t~ ~ e ~ h~ ~ ~ ~
11 S 30'05'14"W 105,71' 1B N 35'51'51"W 30.64' ]0 S 58'05'36"E 101.46' 29 5 00'50 23'W 15.90' 99 N 42°28'59"W 36.92' ~ 5 2 9 ~ ~o P ti~ 5~ ~ ~ !U ~ ~ 228. 6 0ti ~ Q~' QQC h Q o ti w
RAD.: 1145.60' TAN.: 19.62' RAD.: 44.99' TAN.: 47.24' 20 N 55'49'10"W 17.28" LEN.: 75.69' DELTA: 86'45'09" 2? N 30'00'58"E 14.27' RAD.: 258.01' TA~J,: 37.86' LEN,: 39.24' DELTA: 1'57'45" 22 N 52'21'59"W 25.29' i N Q~ ~ Ci ~ a
LEN.: 75.18' DELTA: 16°41'40" 23 N 69'20"46"W 27.53' { 30 S 01 '11'40'W 39.24' 12 S 28'19'01"W 68,67' 2~ S 74'14'56"W 24.16' ~ ~ Q a 44Xsta ~ c
21 5 16'48'58"E 74.91" 2~ S 41'39'57"W 44.43' s~15. 4 0 F
R4D.: 44 E9" TAN.: 18.45' RAD.: 49.99' TAN.: 38.16' RAD.: 258.01' TAN.: 48.32' LEN.: 34.99' DELTA: 44'51'13" LEN.: 65.18' DELTA: 74'42'16" LEN,; 95.54' DELTA: 21'13'01" " o v' r a c pti ~
31 S 22'12'48"E 34.10' 13 S 52'24'41"E 60.66' 12 S 35'46'19"E 95,00' 32 S 00'48'11"W 24.34' ~ ti ti 24 39'~ 1 ?
33 S 45'00'00'W 18.65" RAD.: 99.99' TAN,: 8.93' RAD.: 258,01' TAN.: 39,87' 34 N 79'2B'54`W 14.32' LEN.: 17.69' DELTA: 20'15'50" 1 A,~2 j 9S es
LEN.: 79.11' DELTA: 17'34'03" 35 N 27'05'20"W 26.36' 4g (T~Tq 2 2 5 X s t a
36 N 35'51'51 "W 30.64' 14 N 80'06'16"E 17,59' 13 S 55'09'51"E 78,80' 37 N 42'28'59 W 36.92 2684.48
38 N 55'99'10'"W 17.28' AAD.: 2050.54' TAN,: 23.20' RAD.: 125,15' TAN.: B6~19' 39 N30'0059°E 14.27 LEN.: 46.39' DELTA: 1'17'46" 2 ,so
LEN,: 150, 96' DELTA: 69 °06'49° q0 N 52 '21 '59 'W 25.29' 41 N 69'20'46"W 27.53' 15 N 69'19'29"E 46.39' ~9 2Xst
14 S 32'44'37°E 141,97' a2 S 74'14'5b"w 24.16' 43 S 40'S0'23'~W 22.27' RAD.: 2050,64' TAN.: 3E 37'
' RAD.: 125.15' TAN.: 36.39' 4q S 10'04'14'W 17.62' LEN,: 72,73' DELTA: 2'01'56" LEN.: 70.83' DELTA: 32°25'49'" q5 N 85'08'46"W 11.93' 16 N 67'39'37"E 72.73' 100 0 1ao 2ao 300 SARA hicCORKLE 'S1.~5
15 S 18'01'42"W 69.89' RAD.: 198.55 ' TAN, ; 61.11 ' BOON, 149 PAGE 510 ~ GRAPHIC SCALE -FEET
RAD.: 84.11' TAN.: 22.58' LEN.: 118.56' DELTA: 34'12'46"
LEN.: 44.12' DELTA: 30'09'21" 17 N 83'45'02'"E 116.81'
16 S 19'12'57"W 43.62' RAD.: 20815.82' TAN.: 37.43' Survey far:
RAD.: 84,11' TAN.: 123,64' LEN.: 74,86' DELTA: 0'12'22" LEN,: 163.74' DELTA: 111 '32'49"
18 S 79'02'24"E 74,86' 17 S 51'35'08"E 139.08' W
RAD.: 345.23' TAN,: 75.34' RAD.: se 37' TAN.: 1s. z6 LEN.: 14B.3s' DELTA: 24'37'14" 100 D 100 200 300
LEN.: 37,48' DELTA: 32'21'28" 19 N 88 '45' 10 "E 147, 21 ' R T1 K NOTES: 226Xsta cl+c i
18 N 88'49'11'"E 36.99' RAD.: 345.23' TAN,: 85.74' 9,BEARING ,4ELATIVE TO 7HE GINGAS PROPERTY, RECORDED IN 2726.8
LEN.: 16B.aB' DELTA: 27.63~a4~~ GRAPHIC SCALE -FEET DEED BOOK 229, PAGE 592, WA7AUGA COUNTY, REGISTER OF
20 N b2'29'41 "E 166.43' DEEDS OFFICE, Shawneehaw Township, 4~atauga County, North Carolina 2, FOR SOURCE OF TITLE SEE THOSE CERTAIN DEED CONVEYED DATE: June 3rd, X002 JOB No~020310
TO JOSEPH KOSTERMAN AS RECORDED IN BOOK 541 A7 865 AND eoox 514 Ar eea. Randy G. Rhodes S Associates P.A.
3.LOTS ARE IN LNULU FUH S1rvbLL f-AA LY USt UVLY. HroreSSSIOna LanU ~Urrveyor L-,~Uyu DRINKING WATER SOURCES TO BE INDIVIDUAL OR SHAPED PO Box 270, Jefferson, NC 28640 Tel: [phone]
WELLS ( NOT A COMMUNITY OR PUBLIC WATER SUPPLY
WASTEWATEP DISPOSAL METHOD TO BE SEPTIC TANKS. Path File:,020310 Coordinate Fil)jF0310 Screen F1leOVERALL INDIVIDUAL LOTS HAVE NOT BEEN APPROVED BY THE
APPLACHIAN DISTRICT HEALTH DEPARTMENT FOP SEPTIC SYSTEM.
4.AREA BY COORDINATE COMPUTATION.
5.SUBJECT PROPERTY IS NOT IN A FLOOD HAZARD ZONE.
i
y*~ - _ _ _ _ _ -

(NOT TO SCALE)
TvFICAL SErgACK
VALLE CRUCIS
~ 15 "SEr6ACK
D D iea FRC+1 PFOFERTV LINE < ~
~ C W ~ I, Randy G.Ahodes, Profes ~ G~ ~ 3 this map was prepared fr Rhodes, Professional Land Surveyor, certify that aas prepared from an actual survey made by me
~ or under my direct super D v ~ U to ny direct supervision, and is correct to the best
~ ~ e , ~ - of my knowledge and bell tr~51 m W w mN 48XSta 1: 10000+, that this map aledge and belief, that the ratio of preclslon is by ~ '~q ~ ( ~ h h~ ~ Y P 6 l "1 y QR t at t 1s ma conf rm 7 L_. ~ ~ I p o s to ~S 4 .10 as p~
Op W A y amended, and is located P ~ ~ ~ EIP municipality that !s reg and is located in such portion pf a county pr T / ity that 1s regulated as to an ordinance that ~ i
~pEE ~ a ~ ~ regulates parcels of ]an F~ R R i parcels of ]and. ~ ,
I ~ SITE ~ ~ ~ witness ,m; nand and ceal IVIi~Y >c n~ ~v L ~ ~ V ~ , hand and soul this dhy of ~ ~ ~ -
c~ , ' N i7.5 SETB4CK FAO,y EDGE 20_ ~ OF RIGHT-OF-WAY
~ n / ~ ,n m h
~ ~ - ~F ~ i ~ 10
i ~ h ~ 0 ro P N PLS No. L-3094
~ ~ 59XSta p° ° ~m LS o. ~ v~° ~ ~ 00 ? m°.
Q `~6 off,
-A z ~ 9, S>~,
s DANIEL 3HEPHERD 1. 145 ACRES Sd DEED BOOK 191 ~ .7,3,9 ACRES 3 8 X S t a
PAGE 912 3 cs t a 29Xsta
9~ 31 Xsta
9 HOUSE
~6.ga. 9 5 uSE IMPACT AREA - AREA 36XSta S 42.52'11"1543.49' 1TD;AL (SEE REVISED ~ 2o4xsta 228.61' 1e2.41 2454, 40
3~ GARVIN SUBDIVISION ,p6 VISION LOWER SECTION MAP 152'48'
W382.96 X29^ D 5~5 IN PERMI ~1 PER 2o6xsta Q o.9ss AcREs MIT PKG.) 216e.e4 o.ee9 ACRES 3 ~
PJ 52 10 17 241.00' Ig91S 22,W ~ , 2~~W ~N 5?•41'1rE 60XSta ~6j~ ~ o ~ GEORGE 70WNSEND ~ ~
N 5~ . 1~ 25~ 141. 39,30' m ~ ~ °m. ~ ] 1. ~ ~ _ ~ qNO 1.127 ACRES 1.564 A C ES BOOK 243 ~ ~ o ~ PAGE 660 •A10'' ~ ~ ti~ ~
0 1..x:37 ACR ~ a9~~ 601r'~ ° N ,tip N ~
"9 2~H U~'~ 4 m ~ ~ 9 ~ ~ < ~ ~ Q
1 s _ t a ~ ~ . ~ No ~ 0 1' ~ No ~i 6~H USE F w 9r~~ 2 62XSta ~ s 9 4~`C,~-i USE ,~o /eq E ~ ~ ~ ti / 203Xsta
S G 2 s ~ om~ ~ CA9r ell ADK 62. s5. ''F o ~ 2512.58 0.983 ACRES ~h' s 2a .
a O1 .q3 ~L. ~ oo ~o~rs~gr M SE~d E9.~2. A 37.33 of ti ~`sm 9 ~ p ~ 5TAEP 1 ~ ' r ~ s s7 3 - 33 X S t o s 4~ 'F q a a ~ a o s CALL TABLE FROM C T
z O 2y f ~,C~ `So 9 ~ 9T~~ ~,F. 6 8 Pg4 ~ S ~ X20 ~ ~ ~ S6 - 22 BS-~TpT4 3 ~ 26 QF ~ ~ p~ ,h ~ ~ COURSE BEARING OISTANCI
n C W ZF, Y ~ q '~O r y''9 ~7 ~ -i w 0. 94 ~ o ~v ~ 31 X S 1 ~ s ° ~ z Z 5 IJ 65- ~ S 42'1 I~ ~ ~ >g 06.,F P~ i~ ~ti 1 N 6 ' 6 13"E180.40" ~0 ~ ° W 2 ,1 00"E 18.48'
~ n d ~ ac. Fs ~ Q °s. 6 ~s 192. ti ~ 0.8. s ~ o z colMOrv w 901~SH U~E155 ACRES 9 5 ~ 907H USE ~ , W Q. 898 A RE gg 48 ~~P (IOTA) ~ ~ ~Q~ 5'69 m ~ 2 N 55'18'54"E 11.92' 0 6 ~ SE ° ~ ,~?T G~i ~ 3 N 34'41'06"E 15.89'
o ~ aR a o ~ ~ ~ ,E 54. 2E CRE 685 a 85 ~ a 106.25' 0.988 ACRE 2° 4~0~~ Pv ~~,~V~o 5.~1 ~ 4 N 14°23'44"E 18.17' 8 74.16' ,~h ~~,1p ~ Q l~ 5~ 13"~5 m 5 N 00'29'09"w 78.96'
w~~ o W o oa TAEAM S r6acK 208 sta ~8~ S p m t ~rP ra sE . 18 ita ~ ~ H USE ~ 25' S7 ~ 0 ti ~ ~ .~32 6 N 13'45'22"E 21.95' 7~, REAMSF78gCK 3 ]Q8~( a 0 ~ OP~~ ° ~ 56~ 7 N27°26'17"E 1B. B6'
' m f ~ . 62 za ~ 73. ~ ~ p3. S a4 34'33"646.6.` 1 V ~ ~ ,00' ~ 21 8 c p0 1F,~P ~ ~ N~ 8 N 24'21'58"E 24,23'
~ 216.40' 319.18' 3Ff G8 A CAFS ro a 1 111.06 ; q COMMCIV AREA ~ ~ 10 0~ ~ 's ~9. CS .tip Ptiti~' P~ ~ r 2 6 Q0~ 4' ~ ~ q 9 H I~~FXstati ~ ~o °9..ti a m ~o
~ ~ 9X51 0 ~ ~ • AN,ELA KAY SAWYER a~i Aa' 1 ~ 214~.~31 ti F~ ~ ~ ~ ~ ~ 2iX to
DEED BooK 2D ro 210 X S t a ~ 0.975 ACRES 9 ; ~ . PAGE 609 0 19 0 . 23. DO ,a5 ~ o ~ ~ R/ ANE_,~ m ~ ~ 2, l '0 ° STREp'Mv 1.854 ACRES i'`~'
o~ E ~ ~ ~ ~p ~ ~ 03 3 ~ o, A~~~ VE E~O~ To svR ~ ~ CALL TABLE FR M G vE ~ ~ ~ a O E TO F
~ 220.27' 197.59' ~ pAI EI ~ jVA1E AND ? F p1 pd Q ~ j~p1E ~ANp e ~ 0..,47 ACRES N 30'46'13"w ~ m cpuasl efARIN9 DrsrANC1
S 46'19'28'E417.86' n A E~ V ` P y 6,. A(W1 PP ~ ~W . 8 y' JE 22.09' 6~, p, 2 6 P ~ ~ 1 N 41'28'33"E 53.20' 15 A~ S A1' 9, 973 ACRE~~ ~ 565 A~.,RES 2 N 42'15'29"E 16.50'
~D1 2p lb ~ E A 1a' ~r. ~~E~ To~~~'`Xsta w 1 m ~ ~~~,6 `'j 7~S •~C y8 aT~ A ~ 2197 . Ba n~ wa 038p53"14"E N 4 S 59 °39'45"E 34.26'
15 sta ~ o ~ ~ h 96, 6~ F 1~ ~a~ p1E ~ ~ N~ nn a~ N~ "w ~ z s~o. 5 S 68'43'42"E 51.72'
1.477 ACRES e 213Xsta 1/1l~L~N~ m Y~ pSV 15' rv nZ ~ 'gym m w u~ N , w n ?g. 6 S 71 °01 '51 "E 23.71 ' C' ~g~ P OtSa~V~ ~ ~m ~ • wN m°, m~ 786 6~F 7 S 54'50'36"E 15.22'
1837.76 ~ ~ z 9 1 USE , PPI ZO a`N mo `D. ~ w nom; ~6' 8 S 79'45'43"E 29.95' I Z (D ro w ~ ' ~
~ r, fl ~ D ~ tit ~ ~ 1 ~ 2 H n ~ n m /
SARA McCORKLE Z~ ~ ~ ~ s, Z~ n ~ P ~ .~0'0 w~ 9.056 ACRES ~ F~s•q ,
CAtL TABLE FROM K r0 L RaBEMARV FABLES 1 ~ ~ 14 U Z DEED BOOK 141 ~ ~ 1 , 058 ACRE~Q o ~ ~ 6 N w ~r ~ U Z h s N 5 g ~ Nm. N Dm w 9 0, g3 F CAE~Q ~ ti 2 ~m m p ~s ~ ti
PAGE 510 1 X S a `L ~ COURSE BEARING DISTANCE a ~ ~ ~ ~ ~ ~ o ~ ° o h CALL TABLE FROM N TO 6
~ 2 Z ~ ti " ~ ~ ~ ~ ~ ~ ; ° 26 X 5 t a COURSE HEARING DISTA,NCf Cn / ~ ~v m °
RAD,: 44,59' TAN.; 17.39' 91(~~H USE CALL TABLE FROM A TO B LEN.: 33,17 DELTA: 42'31'33" I USE 1.189 ACRES W z i 1 s 87.28'45"f 22.1a' ~ 2 S 63'29'33"E 24.98'
COURSE BEARING DISTANCE N 84'30'59" = - ~ 1 S 65'54'11"E 32.41' 7 23.49' ~ ~ s 3 S 77'39'39"E 29.36' z 4 N8B'41'47"E 31.31" 0 (
1 5 49'31'34"E 71.25' RAD.: 66,37' TAN.: 94. 7B' r--~ ~ LEN.; 127.42' DELTA: 109'59'53" RAD.: 1717.63' TAN.: 29.51' ~ ~ m m 'J~I~ S 13'52'30"'E 5 N 65'25'08"E 26.57' A I
AAD.: 50.84' TAN.: 13. 73' LEN.: 59.22' DELTA: 1 '58'31 " ~ 1 cQ « rAe~ E FE ~c~~ c ro D - ~e nnIIrr W a ~ 0 ~o / ~ 24.67' 6 N 34'15'54'"E 27.65' 1 IVV PRbATELY ,j v a ~ ~ 7 N 20'42'48"E 150.24'
LEN.: 26.82' DELTA: 30'13'38" 19 S 20'00'08°E 108.73' 2 S 88'09'13"E 59 Z7 r \ 0 CDUASE BEAR.NG DISTANCE s r ~ p A/~ `Si y ~ Z S 26'41,25"w ~ 8 N 28'20'21 "E 55.54' 0 A~ A5 ~ ° N a I ~ 9 S 78'18'02"w 32.92' F ~ o ~ 15.53' 0' s g ~ ~ o l0 „ 59°02'30°w 32.92"
2 8 64.38'24"E 26.51' r10.: 1516.92' TAN.: 37.79' ~ O. 771 ACRE ~ ~ :EN : 75.44' DELTA: 2.50'58' AAD.: 109.88' TAN,: 71 54' 1 N 73'21'11"W 50.98' ~ LEN,: 126,83' DELTA: 65'08'07" C7 K ~ ~ K ~ v ~ ~ S 7D°35'31'"W 2, 765 ACRES ~ C 11 S 58'56'17"W 33.04' ~ 28.24' p ~ 12 S 62'32'25"w 33. C9'
RaO.: 50 B4 ,,*e~;.: 13.53 2 S 74'5723"w 23.79' N o LfN.: 26 dd DEL T4: 29 'a7 50 ZO S 30 'S1 ' 45 ~ w 75.43 3 S 35 '36 ' 19 "W 30.54 ' 3 5 56'04'26"E 119,91 4 S 53'31'21"E 13.86' 2 6 w ~ ° n ~ ~ 5 58'16'29"W ~ ~ 13 N 76'13'41"W 18.00'
3 N 0 c _ 4 AdD.: 9e. 47' TAN.: dO. Og 5 S 09'6' 7" 4 N~£NN ~ ~ / 1 85 Z .,2 f c6. 1 FAD.: 109. B8' TA^! : 12.58' c n 5 W _4, 44' ~ s o ~ 37, 18' ti 14 N 37'24'46'"W 17, 67' 1 ~ o ~ ~4 223Xsta15 NC6'14'01"W 28.66'
LEN.: 91.07 DELTA: 52'59'40 6 ,7 18 3Z"w x5.85 ~N N. / RAD.: 97.58' TAN.: 89.57' LEN.: 25.05' DELTA: 13'0401" 7 S 15 ?3 37w 33,37 m ~ mA ~ ~ s 4s'oa'oo°w `0 2531.32 ~ / ~ E i ~ oho ~ 36.19' b0i
LEN_: 144 93' DELTA.' 85'06'09" 21 5 55'56'07°w 87.86' 8 S 41'_1 42 w 20.59' d S 16 7B 22'E 25. GO " _ S 69 58 M 32..19 ~ 1 ~ ~ o ~ I ~ ~ ~ 9S °s. 0.979 ACR ~ ti~ D ~ ~ s 30.25 3, w ~ ~ `
Ga0 : 98.47" TAN.: 57, 72' ~ 4~ ~ 4 5 66'5? 58"E 131.97' re! +~4.d e TA RAD.: 109.88' TAN.: 1 C..L 60'4524' 15 55' LEN.: 30.90' DELTA: 16'06'41" PRIVAr t-~'~ 6 v. LA/~E y~ ~ zo~~~l 29.08' a SEI~ "~'",_S "'~7 ~ ~ 4, ~0 u~<~ ,
LENC.: 30.30 CE.liA: 11747 28 L07S 30 ~R~~E TO SEFyE 22 N 67'1121 w 99.59 5 S 01'53'01"f 30.80' 31 ONLY i ORJPf Tp 0 .h i 1 rpm ~ ~ S 21 '34'17"W ~ aNp 3 SEFVF 0' 6 ~ ~ 12 m~m~.A 30.68' 1 pNL Y a ~ eh 6. 7 5 t a ~ o
?3 N 37'55 36'w 1.30' 5 S 15'33'10'E 30.18' RAD.' 48.05' m 0~ ~ g 3 H usE ~ ~3 ti 27a. ~ 0 6 34'41'°6 W
R4D.: x9.52' T4N.: 99.31 TAN,: 189.93' CALL TABLE FAOM E r0 F 1.124 A LEN.: 127.15' DELTA: 151'36'14" h RAO,: 1457.49' TAN.: 103.04 LEN.: 109.76" DELTA: 126'59'35" CDURSE BEARING DISTANCE F D ~ o ~ ~ << 1.124 ACRES o ~ s F 0.989 ACR 3 ~,m 34.06'
LEN.; 205.75' DELTA: 8'05'17" 24 S 77'50'23"W 88.64' 6 S 69'37'47"E 93.17' 2 Nb~q~ 09? ~ ~ 1 N v2 ~ ° S 40 02'48"
7 N 39'10'13E 95.97' 1 S 37'14"14 "Wi43.81' 9 S 6 S 02'36'47"E 205.57' 2 S 67'07'01 "W 94.07' RAD.: 49.52' TAN.: 44.96' 3 S 28'20'21 "W 55.54' z ~5' ~ ~N ~ ~°j ~ ~ 2B. 25' S B2'23.~1xSta ~
RAD.: 46,67' TAN,; 19,47' LEN.; 73.02' DELTA; 84'28'36" RAD.: 50.62' TAN.: 59.27' 4 520'4248 "W 150, 24' LEN.; 36,89' DELTA: 45'17'31" LEN.: 87,47' DELTA: 98'59'57" 6 534'15'S4"W 27.65' 2~~ 193;2g'g5 3.65. y'E 79• o ~ ~ so'~ 5 57'49"OG"'V 20.43` l 1g , e ~ 1.037 AACRES ~ s, ~ i ~ S t a s 4s •oo'o0 1 0 ~ 27.49'
5 65 75'OB`w 26.57' 25 S 27'53'42"E 66.58' 7 5 88'41'47'W 31.31' ~ N 26 5 70'08'00°E 1.78' 8 S 86'43'41"E 76.99' n y 93 7 S 21'12'59"E 35.94' 8 N 77'39'39'W 29.36' 13 2 ~a6,'~0;~ 2288.0 11.39' o~`~s. N 6 ' ' 6 5 N 84'33'24" o S 65'45'5 2B 1 3 ~6 . pg,
9 N b3'29'33"w 24.98' Nom. raD.: 91, 14' TAN.: 42, 57 AAD.: 50.62' TAN, : 48.63' 10 N 86 '45' 17"W 22. 19' Nom, RAD.: 45.67' TAN,: 37.41' ,EN.: 79.65' DELTA: 50'04'23" LEN.: 77.49' DELTA: B7 '41'52" 11 S 00'48'58'W 16.19' 4i 43.95' sy 34.40' 76, 7d. N 73' 2'39"E 96,
LEN.: 63.07' DELTA: 77'25'40" ~ ~ S 69'27'5 29.23 F oh 7~ J 71 °20'59"
27 S 45'05'48"E 77.14' 9 S 06'37'14 "W 70.14' RAD. 1145.60' TAN.: 19.62' ns 8 S 82'34"30"E 58,38' LEN.: 39.24' DELTA: 1'57'45" n 9~ 966°6~ 72.96' 17.67' N 85'3 5'"E ~ 0.990 ACRES ~ s 87.16'0 n 3s
j 'D ~ f~ RAD.: 341.09' T4N.: 58.81' RAD.: ]24,04' TAN,: 74,51' 12 S 01'11'40"W 39.24' RAD: 175.63' TAN.: 20,90' LEN,: ]34.20' DELTA: 61'59"17" v ~2 N 48'55'44 w ~ ~ ~ 23.56' 126,31' w ~ S 59'17 41' S486'a2' 4'E /
LEN.: 41.60' DELTA: 13'34'17" LEN.: 116.47' DELTA: 19'33'50" RAD.. 44.69, TAN.: 18.45' y.~9, 10 5 19'28'31 "W 127, 75' LEN.. 34.99 DELTA, 44 51 13 9~ 1~ ,Bg 6~~9. 1~~E g5'2f ,Q~~ 0,0.02 34,5B~ 5 71'2'3 "E r 15 •0~ ~ N 66 g2~ ti~ 6' ti S Ob'0 '52"W 66 26.09' `D
9 N 65'29'48'"E 41.50' 2B S 10'1641"E 115.90' 13 5 22'12'48"E 34.10' 1G 96A' ~ ~ ~ ~0' 15.52' 7g, 9~. ~ O ~ GO ti 10i 10 , Q
AAD,; 341.09' TAN.: 7.95' RAD.: 79,60' TAN.: 70.69' 14 S 00'4811"w 24.34' RAD.: 66.59' TAN.: 78.31' LEN.: 115.61' DELTA: 83'12'43" 15 S 45 00;00"W 18.65' LEN.: 1]5.35' DELTA: 99']4'55" LEN,: 15.91 DELTA: 2'40'19° 16 N 79 28 54 'W 14.32' P~ etio~y ~ 1.297 ACRES s 43'40"23"~~, ~ Q
11 S 30'05'14"W 105.71' 17 N 27'05'20"'W 26.96' 10 S 58'05'36'"E 101.46' 29 5 00'50'23"W 15.90' 19 N 42'28'59'"W 36, 9Z' 9 4 H USE ;~739Xsta ~o o~ 23.12' ~ + a 02.ti`'0.94~3~R n ~ 224Xs~a
FAD.: 1145.60' TAN.: 19.62' RAD.: 49.99' TAN.: 47,24' 20 N 55'49'10'"W 17.28" AAD,: 258.01' TAN.: 37,86' LEN.: 75.69' DELTA: 86'45'09" 21 N 30 '00'SB~E 14.27' 752 g~ QQ ~ ~ ~ ~ 2643.02 228. 6 .h° P ti~ ~ ~ ~ ~
LEN.: 75.18' DELTA: 16'41'40" LEN.: 39.24' DELTA: 1'57'45- 22 N 52 '21'S9'W 25.29' oti Q Qeo ~ h o d ~N Q ~ y
~ 12 S 28'19'01"W 68,67' 23 N 69'20'46"W 27.53' i 11 S 16'48'58"E 74.91' 30 S 01'11'40"W 39.24 24 5 74'14'55"W 24.16' 44Xsta ~ ~ o e
R40.: 44,69' TAN.: 18.45' RAD,: 49.99' 74N,: 38.16' 25 S 41'39'57"W 44.43' RAD,: 258.01' TAN.: 48.32' LEN.; 65.18' DELTA: 74'42'16" LEN.: 95.54' DELTA: 21'13"01" LEN,: 34.99' DELTA; 44'51'13" ~ 15. 0 ~ c ~ ~ ~ti ti
31 S 22'12'48"E 34.10' 13 5 52'24'41"E 60.66' 12 S 35 '46'19"E 95.00' 32 S 00'48'11"W 24,34' ~ o r
33 S 45'00'00"w 18,65' RAD.: 49.99' TAN.: 8.93' RAD.: 258.01' TAN,: 39.87' LEN.: 17.68' DELTA: 20'15'50" ~ ti ~o oti ~ a a, ~ ti mti
LEN.: 79.11' DELTA: 17'34'03" 34 N 79'28'54"W ]4.32' 35 4127'0520"w 26.36' `'9 .i7 7gs V ~
36 N 35 '51 ' 51 "W 30.64 ' 14 N BO '06 ' 26 "E 17.59 ' 13 S 55'09'51"E 7980' 37 N 42'28'59"W 36.92' 927 65. og rror4
38 N 55°49'f0'W 17.28' RAD,: 2050.64' TAN,: 23.20' RAD.: ]25. 15' TAN.: 86, 19' 39 N 30'00 5B'"E 14.27 LEN,: 46.39' DELTA: 1'17'46" LEN,: ]50,96' DELTA; 69'06'49" 40 N 52'21'59 W 25.29' 225Xsta
41 N 69'20'46"W 27.53' 15 N b9'19'29"E 46,38' 14 S 32°44'37"E 141,97' 42 S 74'14'56"W 24.16' 2 2684.48 so
43 S 40'50'23"W 22.27' RAD.: 2050.54' TAN.: 36.37' RAD.: 125.15' TAN.: 36.39' 44 S 10'04'14"W 17.62' LEN,; 72,73' DELTA: 2'01'56"
LEN.: 70.83' DELTA: 32'25'49 45 N 8 °w 5 08'16 11.93' 2Xst
16 N 67°39'37"E 72.73' 15 S 48'02'42"W 69. B9' SAR,~ McCORKLE s7 100 0 100 200 300
RAD.: 198.55' TAN,: 61.11' RAD,: 84.11' TAN,: 2258' LEN.; 118.56' DELTA: 34'12'46" BOOK 141 ~35' PAGE 510
LEN,: 44, 12' DELTA: 30'03'21 " 17 N 83'45'02"E 116.81' GRAPHIC SCALE -FEET
16 S 19'12'57"W 43.62' RAD : 20815.82' TAN.: 37.43'
RAD.: 84,11' TAN.: ]23,64' LEN.: 74. B6' DELTA: 0'12'22" LEN.: 163.79' DELTA; 111'32'49" Survey far:
1B S 79'02'24"E 74,86' 17 S 51 '35' 08 "E 139.08'
AAO.: 345.23' TAN,: 75.34' RAD.: 66.37' TAN.: 19.26' LEN.: 948.35' DELTA: 24'37'14" T i C Q
LEN.: 3748' DELTA: 32°21'29" 100 0 100 200 300 1 `J 1 l ~
19 N 88'45'10"E 147.21' 18 N 88'49'11 "E 36.99' i No rES: r~
RAD.: 345.23' TAN,: 85.74' LEN.; 168.08' DELTA: 27'53'44" GRAPHIC SCALE - FEET 226Xsta cl+c1 9.BEARING RELATIVE TO THE GINGAS PROPERTY, RECORDED IN 2726.87
20 N 62 °29'41 "E 166.43' DEED BOCK 229, PAGE 592, WATAUGA COUNTY, REGISTER OF
DEEDS OFFICE Shawneehaw Township, 6vo"t6u a Count North Carolina 2. FOR SOURCE OF TITLE SEE THOSE CERTAIN DEED CONVEYED 9 y'
TO JOSEPH KOSTERMAN AS RECORDED IN BODK 541 AT 865 DATE; June 3rd, 2002 JOB No.020310 ArJD BOOK 514 4T 868. R~11(~V G RhnC1~ 11SCnr; of oc Q n
3.LOTS ARE INTENDED FOR SINGLE FAMILY USE ONLY. Professional Land Surve DRINKING WATER SOURCES TO BE INDIVIDUAL OR SHAPED Yor L-3094
WELL5 ( NOT A COMMUNITY OR PUBLIC WATER SUPPLY 1. PO Box 270, Jefferson, NC 28640 Tel; [phone]
WASTEWATER DISPOSAL METHOD TO BE SEPTIC TANKS. Path FileD20310 Coordinate Fitre,0=10 Screen FileQVEP4LL INDIVIDUAL LOTS HAVE NOT BEEN APPROVED BY THE
APPLACHIAN DISTRICT HEALTH DEPARTMENT FOR SEPTIC SYSTEM.
4.4RE4 BY COORDINATE COMPUTATION.
5.SUBJECT PROPERTY IS NOT IN A FLOOD HAZ49D ZONE.