20071557 Ver 1_401 Application_20070907

Corps Submittal Cover Sheet
Please provide the following info: (1 ~ - 1 ~ .~~ 7
1. Project Name: Rock Bridee ~~++..^^ pp~°
`.r~.J~A~ 1 ~~~
2. Name of Property Owner/Applicant: Blue Sky Communities, Inc. / Mr. Nick Roknich ~®~ i
i
3. Name of Consultant/Agent: Jennifer Robertson, Wet land & Natural Resource Consultants
*Agent authorization attached.
4. Related/Previous Action ID number(s): previous app lication submitted by Herron Surveying but withdrawn

5. Site Address: Hemphill Road
6. Subdivision Name: Rock Bridee
7. City: Made Valley
8. County: Haywood
9. Lat: 035 33 57.49 ° N Long:: 083 02 29.36 ° W
] 0. Quadrangle Name: Dellwood
11. Waterway: UT's to and Hemphill Creek ~~~~~]~ D
V
D
12. Watershed: French Broad River Basin 200?
3
SEP 1
13. Requested Action:

® Nationwide Permit # 29 pEWR • WATER QUALITY
y~DSAND8~'~~H
^ General Permit #
® Jurisdictional Determination Request
^ Pre-Application Request
The following information will be completed by Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description /Nature of Activity /Project Purpose:
Site/Waters Name:
Keywords:

i ,,i, r~
07-1557
Wetland and Natural Resource
Consultants, Inc.
September 8, 2007
To: US Army Corps of Engineers NC Division of Water Quality
Attn: Ms. Lori Beckwith Attn: Mr. Kevin Barnett
151 Patton Ave, Room 208 2090 US Highway 70
Asheville, NC 28801-5006 Swannanoa, NC 28778
Re: Blue Sky Communities, Inc.
Rock Bridge (+/- 47 acres)
Maggie Valley, Haywood County, North Carolina
Lori and Kevin:
The attached Pre-Construction Notification (PCN) is being submitted on behalf of Mr.
Nick Roknich of Blue Sky Communities, Inc. for the project known as Rock Bridge in
Haywood County, North Carolina. Blue Sky Communities, Inc. currently owns
approximately 47 acres within Maggie Valley in Haywood County, North Carolina and is
seeking after-the-fact permit authorization under Nationwide Permit 29 for impacts
associated with the construction of a residential development including four stream road
crossings and one stream driveway crossing.
This property has a foundation from an old home site located on it. It also has a
collapsing barn. The historic use of the property was agriculture and residential. There
are no federally listed threatened or endangered fauna or flora species listed for the
Dellwood USGS quad.
Impact Justification /Avoidance and Minimization
In the original application submitted by Herron Surveying there was a pond proposed
that has now been eliminated to keep total stream impacts to less than 150 linear feet.
Mr. Roknich is bridging the road crossing over Hemphill Creek to avoid further impacts.
The estimated costs for this bridge are $75,000. The site plan has been revised since
the initial submittal to keep impacts below 150 linear feet. Mr. Roknich believes that he
will lose two lots as a result of the road alignment changes. The impacts proposed are
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax

the minimal necessary to access high ground across the property. Headwalls are being
proposed to further reduce impacts.
Restoration of Impacted Areas
There are two areas on the property where unintentional impacts have occurred to a
wetland and to Hemphill Creek. The wetland area was excavated. The material
excavated from the wetland will be placed back and an Ernst Wetland Mix will be
spread over the area to re-establish wetland vegetation. Seeds from the original
wetland vegetation will also re-establish.
There was an existing ford on Hemphill Creek just below where the bridge is being
constructed. This was the access road for the old house on the property. There was a
different access road across Hemphill Creek to the old barn. During construction of the
bridge atrack-hoe displaced rocks upstream of this ford under the bridge. A rock
footbridge was also hand constructed so that the bridge builders could walk across the
creek. This footbridge has been removed. The creek rock that was removed from this
short reach of Hemphill Creek will be restored to match the existing conditions
upstream and downstream.
The creek rocks that were used to face the headwalls of the bridge did not come from
Hemphill Creek. They were purchased from the grading contractor. The old ford in this
area will be closed once construction is complete. Native woody shrubs and trees
(Rhododendron, Mountain Laurel, and Sycamore may be used) will be planted around
the bridge and along Hemphill Creek in order to establish a buffer. There are existing
trees along the remainder of Hemphill Creek on site.
Should you have any questions regarding the attached PCN and supplemental
information, do not hesitate to contact me at [phone]. A copy of this package
has been sent to Mr. David McHenry of the NC Wildlife Resources Commission and the
Asheville Field Office of the US Fish and Wildlife Service.
Best regards,
` ~~
Jennifer L Robertson
Enclosures:
Corps Submittal Cover Sheet
Cover Letter
Agent Authorization Form
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax

Pre-Construction Notification Application Form
Impact and Site Plan Map
Topo and Vicinity Maps (3)
Aerial Photo
FEMA Map
Tax Parcel Map
Soil Survey Map
DWQ Stream Classification for Hemphill Creek
Corps JD Data Forms
**Should you not receive the above attachments with this correspondence,
please contact us immediately so that we may provide this supplemental
information.**
cc: David McHenry - NC WRC
Shelton Sullivan - NC DWQ Raleigh
Asheville Office - US FWS
Nick Roknich -Blue Sky Communities, Inc.
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax

Office Use Only: F Ve io March OS
07- ~~~°(
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ~®~~T~~~
~OP~
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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: ATF NW 29
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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 here: [~ _~
II. Applicant Information ~ ~ ~ ~ uv D
SEP 1 3 2007
1. Owner/Applicant Information
Name: Mr. Nick Roknich DENR -WATER QUALITY
Mailing Address: Blue Sky Communities, Inc.
89 Walnut Street
Waynesville, North Carolina 28786
Telephone Number: 828-456-3388 Fax Number:
E-mail Address: nick(a~smokymountainretreat.com
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: Jennifer Robertson
Company Affiliation: Wetland and Natural Resource Consultants
Mailing Address: Post Office Box 882
Canton, North Carolina 28716
Telephone Number: 828-712-9205 Fax Number: 828-648-8802
E-mail Address: Jennifer.Robertson(c~wetland-consultants.com
Updated I l/1/2005
Page 1 of 8

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rock Bridge
2. T.LP. Project Number or State Project Number (NCDOT Only.
3. Property Identification Number (Tax PIN): 7698-85-0548
4. Location
County: Haywood Nearest Town: Maggie Valley
Subdivision name (include phase/lot number): Rock Bridge
Directions to site (include road numbers/names, landmarks, etc.): From Asheville, take I-40
West to exit 20 to US 276 toward Ma~~ie Valley turn right onto Grindstone Road, bare to
the left at Grindstone Road / Hemphill Road turn right onto Hemphill Road, site is on the
right See the attached USGS maps.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 035° 33' 57.49" °N 083° 02' 29.36" °W
6. Property size (acres): ~ 47 acres
7. Name of nearest receiving body of water: UT's to and Hemphill Creek
8. River Basin: French Broad River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:L/h2o.enr.state.nc.us/admn/mapsl.)
Updated 11/1/2005
Page 2 of 8

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site had an old abandoned house foundation on it. The
site has pasture and wooded areas There is an old barn on the site. The land use in the
vicinit off the~roject is agricultural residential and forested.
10. Describe the overall project in detail, including the type of equipment to be used: The
project will include a residential communitX and associated infrastructure. Typical earth-
moving and construction equipment will be utilized on site.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to build
access roads to high ground for the use in development of access for the residential
community The five stream crossings are necessary to gain access across the site.
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. There was a previous submittal to the Corps by Herron Surveying but it
was withdrawn due to bein ig ncomplete
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.
No future project plans are anticipated at this time that will impact jurisdictional areas.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
Updated 11/1/2005
Page 3 of 8

1. Provide a written description of the proposed impacts: The impacts associated with
this project include the piping of streams at four road crossings and one driveway crossing_
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
No Impacts

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: ~ 0.23 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
1 UT Hemphill Crk Pipe P 4 20 (60 ex) 0.002
2 UT Hemphill Crk Pipe P 2 30 0.001
3 UT Hemphill Crk Pipe P 2 30 0.001
4 UT Hemphill Crk Pipe P 2 40 0.002
5 UT Hemphill Crk Pipe P 3 20 0.001

Total Stream Impact (by length and acreage) 140 0.007
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
filh excavation. dredain~. floodin~_ draina~e_ hulkheads_ etc_
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
Updated 11/1/2005
Page 4 of 8

No Impacts
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.007
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.007
Total Stream Impact (linear feet): 140
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.): No Pond Proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): No Pond Proposed
Current land use in the vicinity of the pond: No Pond Proposed
Size of watershed draining to pond: No Pond ProposedExpected 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. Please see the cover letter for
a detailed impact iustification. Impacts on site have been minimized to the maximum extent
practicable. All proposed impacts are necessary for development of the site.
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
Updated 11/1/2005
Page 5 of 8

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 January 15, 2002, 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 NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state. nc.us/ncwetlands/strmgide. html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No Mitigation Proposed. Mitigation has been accomplished through minimization.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wtp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five 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 ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Updated 11/1/2005
Page 6 of 8

1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. 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 ^
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
Updated 11/1/2005
Page 7 of 8

the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Stormwater on site will be treated b~~rassed
swales and existing buffers. Impervious surface will be between 11.7% and 15% based on the
following calculations: 4000 if - 72000 sq ft of roads (1.65 acres, , 4500 sq ft (39 lots,L(4.03
acres); total impervious acreage 5.5 acres to 7 acres.
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.
Wastewater generated on site will be treated by individual septic tanks 39 of them) on each lot.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project will not result in additional development which would impact nearby downstream water
Quality. All goods and services can be obtained in nearby Maggie Valley or Waynesville for the
residents of this community. There are only 391ots proposed.
XV. 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).
` l
09/07/07
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 8 of 8

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from: 151 Patton Avenue, Asheville, NC to: Hemphill Rd -Google Maps Page 1 of 1
4. ~ Start 151 Patton Ave Save trees. Go green!
Asheville, NC 28801 Download Google Maps for mobile
End Hemphill Rd Text maps to 466453
Travel 34.6 mi -about 43 mins
.151 Patton Ave
Asheville, NC 28801
Drive: 34.6 mi -about 43 mins
1. Head west on Patton Ave toward Grove St
2. Take the ramp to US-74-ALT W
~ 3. Keep left at the fork to continue toward US-74-ALT W
and merge onto US-74-ALT W
4. Take the I-240 W/I-26 E exit toward I-40
5. Merge onto I-240 W
6. Take exit 1 A to merge onto I-40 W toward Canton/
Knoxville
7. Take exit 20 for US-276 toward Maggie Valley
~^ 8. Turn right at US-276
~1 9. Turn right at Grindstone Rd
~ 10. Turn left at Grindstone Rd/Hemphill Rd
Continue to follow Grindstone Rd
~- 11. Turn right at Hemphill Rd
Hemphill Rd
0.3 mi
2 mires
449 ft
0.7 mi
1 min
0.5 mi
1 min Start
2.6 mi
s mins
25.6 mi
26 mins ~K
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3.0 mi
5 mins
0.3 mi
1 min ~ _:_._._
0.8 mi End
2 mins
0.4 mi
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These directions are for planning purposes only. 1'ou may find that construction
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Map data ©2007 NAVTEQT""
Map data ©2007 NAVTEQT""
http://maps.google.com/maps?f=d&h1=en&geocode=&saddr=151+Patton+Avenue,+Ashevi... 9/7/2007

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Name: DELLWOOD
Date: 9/7/2007
Scale: 1 inch equals 4000 feet
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Location: 035 ° 33' 57.49" N 083 ° 02' 29.36" W
Caption: Rock Bridge
Blue Sky Communities, Inc.
Maggie Valley, Haywood Co, NC

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Haywood
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Site: HEMPHILL RD
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Property Details:
START 11085 UNIQUEID 4422
PIN DASH 7698-85-0548 PIN 7698850548
NAME1 BLUE SKY COMMUNITIES
INC NAME2
ADDRESSI 212 SWEETHEART PL ADDRESS2
CTY ST ZIP WAYNESVILLE, NC 28786 MAPSHEET 7698
LEGAL REF1 706/2461 LEGAL REF2 706/2458
ADD REF7 A07/295 ADD REF2 CABC/4920
CALC ACRES 45.19 STREET ADD HEMPHILL RD
SALE DAT1 6/5/2007 SALE PRIC1 37500
PROP DESC HEMPHILL RD SUBDIV COD
SUBDIV_NAM TOT MKT VA 0
TOT_BLD_VA ~ 0 MAIN_AREA 0
YR BUILT 0 LAND VALUE 0
DEFER VAL 0 TO ASSD VA 0
ACCT NO 188558 TOWNSHIP JONATHAN CREEK
SALE DAT2 6/5/2007 SALE PRIC2 1175000
TAX_CODES F11,G01 BUILD_USE
OCCUPANCY LAND TYPE OPENLAND,WOODLAND,HOMESITE,OPENLAN
DISCLAIMER: These maps and information either in digital or hardcopy format are not surveys. This map data is prepared from the inventory of real property found within this
jurisdiction and is compiled from recorded deeds, plats, and other public records and data. Users of any maps generated on this site are hereby notified that [he aforementioned

public primary information sources should be consulted for verification on the information contained herein. Haywood County assumes no legal responsibility for the information
contained on these maps. ~~
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• • Haywood
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Haywood County Home Page I Data Layers Background Layers I Search fora property I Search using a Street Name
LEGEND
Soils
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Name of Stream Description Curr. Class Date Basin Stream Index #
Mulbrook Branch From source to Rush C 09/01/74 French 5-22-3-2
Fork Broad
Dotson Branch From source to Pigeon C 09/01/74 French 5-23
River Broad
Marrow Branch From source to Pigeon C 09/01/79 French 5-24
River Broad
Rabbitskin Branch From source to Pigeon C 09/01/79 French 5-25
River Broad
Jonathans Creek From source to WS-III;Tr 08/03/92 French 5-26-(1)
Carpenter Branch Broad
Jonathans Creek From Carpenter Branch WS-III;Tr,CA 08/03/92 French 5-26-(5.5)
to a point 0.9 mile Broad
downstream of mouth of
Fie Creek (Town of
Maggie Valley water
supply intake)
Jonathans Creek From a point 0.4 mile C;Tr 08/03/92 French 5-26-(7)
downstream of Fie Broad
Creek to Pigeon River
Pine Tree Cove From source to C; Tr 07/01/73 French 5-26-10
Creek Jonathans Creek Broad
Mitchell Cove From source to C;Tr 07/01/73 French 5-26-11
Branch Jonathans Creek Broad
Mine Branch From source to C;Tr 07/01/73 French 5-26-12
Jonathans Creek Broad
Big Spring Branch From source to C 04/01/58 French 5-26-13
Jonathans Creek Broad
Gaddis Branch From source to C 09/01/58 French 5-26-14
Jonathans Creek Broad
Jaynes Cove From source to C 09/01/58 French 5-26-15
Branch Jonathans Creek Broad
Hemphill Creek From source to C;Tr 07/01/73 French 5-26-16
Jonathans Creek Broad
Ned Branch From source to C;Tr 07/01/73 French 5-26-16-1
Hemphill Creek Broad
Germany Cove From source to C;Tr 07/01/73 French 5-26-16-2
Branch Hemphill Creek Broad
Garrett Creek From source to C; Tr 09/01/58 French 5-26-17
Jonathans Creek Broad
Beantown Creek From source to C 09/01/58 French 5-26-18
Jonathans Creek Broad
Sugar Cove Branch From source to C 04/01/58 French 5-26-18-1
Beantown Creek Broad
Parks Branch From source to C 04/01/58 French 5-26-19
Jonathans Creek Broad
Wolf Laurel Creek From source to WS-III;Tr 08/03/92 French 5-26-2
Jonathans Creek Broad
Nelson Branch From source to C 09/01/58 French 5-26-20
Jonathans Creek Broad
Cove Creek From source to C;Tr 07/01/73 French 5-26-21
Jonathans Creek Broad
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