NC0080098_Permit Modification_20071022

MR JAMES KUNEVICIUS
COASTAL VENTURES GROUP II LLC
127 N TRYON STREET SUITE 602
CHARLOTTE NC 28202
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
October 22, 2007
Subject: NPDES Permit Modification
Ownership Change
Blue Ridge Country Club WWTP
Permit NCO080098
McDowell County
Dear Mr. Kunevicius:
In accordance with your request received October 1, 2007, the Division is forwarding the subject
permit. The only changes in this permit regard ownership of the subject facility. All other terms and
conditions in the original permit remain unchanged and in full effect. This permit modification is issued
under the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between North Carolina and the U. S. Environmental Protection Agency dated December 6,
1983.
If any parts, measurement frequencies or sampling requirements contained in this permit
modification are unacceptable to you, you have the right to an adjudicatory hearing upon written
request within thirty (30) days following receipt of this letter. This request must be a written petition
conforming to Chapter 150B of the North Carolina General Statutes, filed with the Office of
Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such
demand is made, this decision shall be final and binding. This permit does not affect the legal
requirement to obtain other permits which may be required by the Division of Water Quality, the
Division of Land Resources, Coastal Area Management Act or any other Federal or Local government
permit that may be required.
If you have any questions concerning this permit, please contact Charles Weaver at the telephone
number or address listed below.
Sincerely,
1:�O— 'Coleen H. Sullins, Director
cc: Central Files
Asheville Regional Office, Water Quality Section
NPDES Unit NCO080098
N'c"hCarolma
Xvtura!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwatercluality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone] t-
( ) 877-623-6746
An Equal Opportunity/Affirmative Action Employer —50°/> Recyded/10 % Post Consumer Paper

Permit NCO080098
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended, the
Coastal Ventures Group II, LLC
is hereby authorized to discharge wastewater from a facility located at the
Blue Ridge Country Club WWTP
17677 U.S. Highway 221 North
McDowell County
to receiving waters designated as the North Fork Catawba River in the Catawba
River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective October 22, 2007.
This permit and authorization to discharge shall expire at midnight on December 31, 2009.
Signed this day October 22, 2007.
(ek-lboleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO080098
SUPPLEMENT TO PERMIT COVER SHEET
Coastal Ventures Group II, LLC is hereby authorized to:
1. Continue to operate an existing 0.202 MGD wastewater treatment system with
the following components:
♦ Equalization tank
♦ Dual path aeration tanks
♦ Dual path clarifiers
♦ Tertiary filters
♦ Chlorination & dechlorination
♦ Flow meter
This facility is located at the Blue Ridge Country Club and Golf Course on U.S.
Highway 221 near Ashford in McDowell County.
2. Discharge from said treatment works at the location specified on the attached
map into the North Fork Catawba River, classified C Trout waters in the Catawba
River Basin.

Landde: 35035' 26"
Lorngihde: 8I°56' 08"
Quad # DI1NW
SUeam class: C-Trout
Subbasin: 30830
Receiving SIB
North Fork 0141 vha River
2027
reen Mt
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NCO080098 Facility
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Blue'
Ridge Country
Club & Golf Course
Noah SCALE 1:24000

Permit NCO080098
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited. and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Continuous
3/Week
3/Week
3/Week
Weekly
Weekly
Sample Type
Recording
Composite
Composite
Composite
Composite
Composite
Sample Location'
FIow2
BOD, 5-day (20°C)
1— October 31
0.202 MGD
5.0 mg/L
7.5 mg/L
Influent or Effluent
Effluent
BOD, 5-day (202C)
November 1— March 31
10.0 mg/L
15.0 mg/L
Effluent
I(April
Total Suspended Residue
NH3 as N
(April 1— October 31
5.0 mg/L
2.0 mg/L
7.5 mg/L
Effluent
Effluent
NH3as N'
November 1— March 31
4.0 mg/L
Effluent
Dissolved Oxygen3
3/Week
Grab
Effluent
Fecal Coliform(geometric mean
Total Residual Chlorine
Temperature (°C)
100 / 100 ml
200 / 100 ml
17 N /L
3/Week
3/Week
3/Week
Grab
Grab
Grab
U stream & Downstream
Effluent
Effluent
Effluent
Total Nitrogen
NO2+NO3+TKN
Semi-annually
Composite
Upstream & Downstream
Effluent
Total Phosphorus
IOil and Grease
PH4
30.0 mg/L
60.0 mg/L
Semi-annually
Weekly
3/Week
Composite
Grab
Grab
Effluent
Effluent
F- Effluent
Footnotes:
1. Upstream = at least 100 feet upstream from the outfall. Downstream = 1 mile downstream from the outfall.
2. Both influent and effluent values shall be recorded so that the proportion of the effluent used for irrigation
can be quantified.
3. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of effluent except in cases when spray irrigation is not
useable.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (2.) Phased Construction Condition
Plans and specifications for the next phase shall be submitted when the flow to the existing
units reaches 80% of the design capacity of the currently installed (0.025 MGD) facilities.
At no time may the flow tributary to the facility exceed the existing design capacity.

10/01/2007 12:09
n K
7048879752
vicious
1
PAGE 01/02
_^ h� Micheal F. Easley, Govemor
WHIlum 0. Rdm Jr., Scerelaq
North Carolina acoarlmcnt of envlronmcat and Naturof Resources
OCT 1 t
Alm
f. Please enter the permit number for which the change is requested. i
NPDHS Permit {a) Certificate ofCoveroget
it, .Permit statue FZLGZ to status change.
a. Pannit issued to (company name);
It. Person legally responsible for permit:
c. Facility name (discharge);
d. Facility address:
C. Facility contact portion:
I,II, Please provide the following for the req
a. Request for change is a result o8 121
O
i
IAmr4II VA11v C.'I vh, LIZ
Ifotherplease arplalu:
b. Permit issued to (company name):
o. Person legally responsible for permit:
d. Facility name (discharge):
a. Facility address:
Change in ownership of the facility
Name change of the facility or owner
w_ -•w - ww
U 411.•�I U .-l- •L!.
Y�lkcpsvvn _,__ __w�� � •
f. Facility contact person: iT2maa rn...M•irrimrti I
Pint ! MI / Laid
(�aY)90S--6??'6 Ti%»%uHa® Zjr rma5 C047
Phone egnail Addren i
R.,isod 712005

10/01/2007 12:09 7048879752 VICIOUS PACE 02/02
PERMIT NAMFJOWNERSHIP CHANGE FORbI
Page 2 of 2
IV. Permit contact information: (if different from the parson legally responsible for the permit)
Permit contact: I
aamG nc ConH nn TTT ahn
Plat I Mt / Lest ,
Meiling Address
City State TIP
1 ) `
Phone Email Address
V. Will the permitted facility coatinue to conduct the same industrial activittes conducted prior to
this ownership or name change?
El Yes
❑ No (please explain) _
VI. Required items: THIS APPLICATION WUf BE RETURNED UNPROCESSED IF ITEMS ARE
INCOMPLETE OR MISSING:
Q This completed application is required for both name change and/or ownership ebange requosts.
❑ Legal documentation of the tmosfer of ownership (such as relevant pages of a contract deed, or a bill
of sale) is rmulred for an ownership change request. Articles of incorporation are not sufficient for
an ownership change.
......................................................................................................
The certifications below must be completed and signed by both the permit holder prior to the change, and the new
applicant in the ease of an ownership change request. For a name change request, the signed Applicant's Certification
is sufficient.
PERMTTTEE CERTIFICATION (Pet -mil holderprior to ownership change):
I, i2 Dean lja=W 1 attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I understand that If all required
parts of this application are not completed and that if all required supporting information is not included, this
eppliTzpackage ratmtle� as incomplete.
„ �............JJJJJJIIIIIIff......JJII � •- '�t 6
slanetura Dme
APPLICANT CERTIFICATION!
1, James Kunevicit> , attest that this application for is name/dwriership
change has been reviewed and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that If all required supporting information is not included, this
application pac a resumed as incomplete.
%
Sip,ewre AoW
....................
PLEASE SEND TIM, COMPLETE APPLICATION PACKAGE TO:
Division of Water Quality
Surface WaterProtection Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Revised 712005

2007004746
E-=-%= MCDOWELL CO, NC FEE $53.00
teteze STATE OF NC REAL ES I ATE EXTX
$25996.00
9asZM= PRESENTED d RECOROED
06-29-2007 02:08:28 PM
a PATRICIA A. REEL
W1114=0fa0:
S CW A REEL
M
REfitSTEn Of OEE05
,= BK: CRP 923
PG: 510-623
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax $ 25,996.00
Parcel Identifier No.
Verified by McDowell County on the
By: -- -
day of , 20
Mail/Box to: --MOIDM6Wf44UAi9"�=�►-�
This instrument was prepared by: GOODWIN & R NSON P.A. / FILE NO.
Brief description for the index: Portions of Property known as Blue Ridge County Club, Linville Falls, NC
Tide h=rmm Company
THIS DEED made this the _i_ day of Juno 2007, by and between
GRANTOR GRANTEE
R.D.H. of Union, LLC I Coastal Ventures Group M LLC
Mailing address: c/o Bordeaux & Bordeaux CPAs, PA
4341 Charlotte Hwy., Ste. 211
Lake Wylie SC 29710
Enter in appropriate block for each puny: name, address, and, if appropriate, character of entity, e.E., corporation or partnership
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular,
plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and by
these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the City of
N/A, McDowell County, North Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
The property hereinabove described was acquired by Grantor by insm=ent recorded in Book . Page
A map showing the above described property is recorded in. Map Book 4, Page 349, 350, 351, 352, 353, 411, 412, 413, 415, 419; Map
Book 4, page 349; Map Book 5. Page 4; Map Book 5A. Page 44 & 45; Map Book SA, Page 2; Map Book 6, Page 9.
16-7
TAX
EPPROft A pRECOPp
N.C. Bar Assoc. Form No. 3 01976, Revised ® 1977, 2002
Qj�° vso
4 eA
CRA
1� !

CRP 923 511
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
All such val id and enforceable easements, restrictions and rights of way of record and the lien of ad valorem taxes for the current year which
the grantee herein assumes and agrees to pay.
IN WITNESS WHEREOF, the Grantor duly executed the foregoing as of the day and year first above written.
USE BLACK INK ONLY R.D.H. of Union, LLC
By _ _—....-.- - __ . `(SEAL)
R. Dean Harrell, Mam. Manager
USE BLACK INK ONLY
SEAL -STAMP State of North Carolina - County of Union
I, the undersigned Notary Public of Union County and State aforesaid, certify that
--I. -�� _.i\(Lr>r Q 11 .._.. either personally known to
me or proven by satisfactory evidence, who is the Closing Coordinator of RDH of
Union, LLC, a North Carolina Limited Liability Company, personally appeared before
,,.��""""""��•,,,� me this day, and acknowledged that (s)he is Member/Manager of RDH of Union, LLC,
�v --- `�'L and that as Member Manager, duly authorized to do so, voluntary executed the
v 1 ti•
foregoing instrument on behalfofsaid company for the purposes stated therein. Witness
1 J • �O
Y r H m my hand and official stamp or seal, this 1 _day ofddar; 2007.
• 1- IL
Notary Public
Printed Name: gklbf-l1e. _- L..r5 i d 1,.11,.��
My Commission Expires: 1 bo )211�
The foregoing Certificate(s) of -_ __. _ r_ is/are certified to be correct. This
instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the first page hereof.
_ --Register of Deeds for _- _ County
BY : W _...__ . Deputy/Assistant - Register of Deeds

TRACT 1: CRP 923 512
BEING all of Lots 2, 3, 4, 30 and 31 of BLUE RIDGE COUNTRY CLUB SUBDIVISION,
PHASE I -A, as shown on plat duly recorded in Plat Book 4, Page 411, McDowell County
Registry, reference to which is hereby made for a more particular metes and bounds description.
TRACT 11:
BEING all of Lots 6, 7,11,12, 13,14,15, 20, 21, 22, 23, 26, 27, 33, 34, 36, 37, 41, 43, 48, 49,
53, 54, 55, 57, 58, 59 and 60 of BLUE RIDGE COUNTRY CLUB SUBDIVISION, PHASE I -A, as
shown on plat duly recorded in Plat Book 4, Page 41Z McDowell County Registry, reference to
which is hereby made for a more particular metes and bounds description.
i1F�4OT11
BEING all of Lots 62, 69, 70, 71, 73, 78, 79, 82, 83 and 84 of BLUE RIDGE COUNTRY
CLUB SUBDIVISION, PHASE I -A, as shown on plat duly recorded in Plat Book 4, Page 413,
McDowell County Registry, reference to which is hereby made for a more particular metes and
bounds description.
TRACT IV:
BEING all of Lot 18 of BLUE RIDGE COUNTRY CLUB SUBDIVISION, PHASE 1-A, as
shown on plat duly recorded in Plat Book 4, Page 414, McDowell County Registry, reference to
which is hereby made for a more particular metes and bounds description.
TRACT V:
BEING all of Lots 151, 152,153,154,155,156,157,167,168,175,176 and 177 of BLUE
RIDGE COUNTRY CLUB SUBDIVISION, PHASE I-B, as shown on plat duly recorded in Plat
Book 4, Page 415, McDowell County Registry, reference to which Is hereby made for a more
particular metes and bounds description.
TRACT VI:
BEING Lots 180 and 186 of BLUE RIDGE COUNTRY CLUB SUBDIVISION, PHASE 2-A,
as shown on plat thereof duly recorded in Plat Book 5A, Page 45, McDowell County Registry,
reference to which is hereby made for a more particular metes and bounds description.
TRACT VII
BEING all of Lots 197, 198,199, 203, 204, 205, 206, 207, 209, 211, 212, 213, 214, 217, 218,
219, 220, 222, 223, 224 225, 226, 227, 228, 229, 230, 231, 232, 233, 234 and 235 of BLUE RIDGE
COUNTRY CLUB SUBDIVISION, PHASE 2-A, as shown on plat duly recorded in Plat Book SA,
Page 46, McDowell County Registry, reference to which is hereby made for a more particular
metes and bounds description.
TRACT VIII
BEING all of Lots 237,238 and 239 of BLUE RIDGE COUNTRY CLUB SUBDIVISION,
PHASE 2-A, as shown on plat duly recorded in Plat Book 6, Page 9, McDowell County Registry,
reference to which is hereby made for a more particular metes and bounds description.

TRACT IX: (7.46 Acre Tract) CRP 923 513
BEGINNING on an existing iron rebar, said existing iron rebar having NCGS
Coordinates of N - 792111.600 feet and E-1130103.805 feet, NAD 83, and being located North 05
degrees, 42 minutes, 17 seconds East 366621 feet from NCGS Monument "Garaventa", said
NCGS Monument having NCGS Coordinates of N - 788464.101 feet and E - 1129739.433 feet,
NAD 83; thence from said Beginning Point North 33 degrees, 46 minutes, 53 seconds East 284.00
feet to an existing iron rebar, said existing iron rebar being located South 87 degrees, 21 minutes,
05 seconds East 159.55 feet from an existing concrete monument, the southwest comer of the
Alfred Watson Wheatley, Jr., Deed Book 856, Page 535 property, said existing concrete
monument being located South 08 degrees, 29 minutes, 28 seconds Fast 497.91 feet from another
existing concrete monument, the northwest comer of said Wheatley property; thence from
existing iron rebar North 16 degrees, 19 minutes, 41 seconds East distance of 153.31 feet to an
existing solid iron pin, thence North 17 degrees, 42 minutes, 07 seconds West 225.70 feet to an
existing iron rebar; thence North 75 degrees, 38 minutes, 31 seconds East passing an existing solid
iron pin at 203.98 feet a total distance of 234.18 feet to an unmarked point in the centerline of US
Highway 221; thence with the centerline of US Highway 221 the following eight (8) bearings and
distances:
South 19 degrees, 41 minutes, 43 seconds East 50.15 feet to an unmarked point,
South 17 degrees, 27 minutes, 06 seconds East 120.80 feet to an unmarked point;
South 14 degrees, 41 minutes, 04 seconds East 134.21 feet to an unmarked point;
South 10 degrees, 58 minutes, 43 seconds East 125.79 feet to an unmarked point,
South 07 degrees, 54 minutes, 57 seconds East 127.79 feet to an unmarked point;
South 05 degrees, 20 minutes, 10 seconds East 11058 feet to an unmarked point;
South 02 degrees,11 minutes, 40 seconds East 118.49 feet to an unmarked point,
South 01 degrees, 51 minutes, 01 seconds West 190.75 feet to a existing railroad spike;
thence leaving centerline of US Highway 221 and running with the line of Phyllis A. Skorga,
Deed Book 563, Page 566, North 79 degrees, 53 minutes, 47 seconds West 329.85 feet to an
existing solid iron pin; thence South 06 degrees, 51 minutes, 54 seconds West 100.00 feet to an
existing solid iron pin; thence South 06 degrees, 51 minutes, 54 seconds West 100.00 feet to a 5/8"
iron rebar set; thence North 79 degrees, 51 minutes, 45 seconds West 70.14 feet to a 5/8" iron rebar
set; thence North 10 degrees, 01 minutes, 04 seconds East 240.14 feet to an existing iron rebar;
thence North 31 degrees, 28 minutes, 55 seconds West 231.14 feet to the BEGINNING, containing
7.46 acres by coordinate computation as shown on unrecorded plat by R.L. Greene Surveying
and Mapping dated April 28, 2006 entitled "Survey of a portion of that property described in a
deed to Sam Alvin Thompson and wife, Jennie B. Thompson" and bearing the Job # 6-073.
TRACT X: (The Golf Course Tract)
BEGINNING on an existing concrete monument, said beginning point having NCGS
Coordinates of N m 240251.133 Meters and E = 343991.747 Meters, NAD 83, said beginning point
being located South 78 degrees, 19 minutes, 36 seconds West 360.637 Meters from NCGS
Monument "Garaventa", said NCGS Monument "Garaventa" having NCGS Coordinates of N =
240324.102 Meters and E = 344344.925 Meters, NAD 83, said NCGS Monument "Garaventa"
being located N 38 degrees, 37 minutes, 46 seconds East 271.26 Meters from NCGS Monument
"Pond", said NCGS Monument "Pond" having NCGS Coordinates of N - 240112.194 Meters and
E - 344175.582 Meters, NAD 83, said beginning point also being located North 49 degrees, 32
minutes, 58 seconds West 451.78 feet from an existing 5/8" rebar, the northwest corner of the 0.61
acre Sewage Treatment Plant which is an exception to this description; thence from said
beginning point North 63 degrees, 47 minutes, 12 seconds East 361.28 feet to an existing iron
pipe; thence North 00 degrees, 54 minutes, 29 seconds East 112.22 feet to an existing iron pipe;
thence North 88 degrees, 19 minutes, 43 seconds West 331.62 feet to an existing 5/8" rebar; thence
North 30 degrees, 17 minutes, 04 seconds West 72.12 feet to an existing iron pipe; thence North 08
degrees, 31 minutes, 47 seconds East 52.89 feet to an existing iron pipe, thence North 30 degrees,
55 minutes, 04 seconds East 156.31 feet to an existing concrete monument; thence North 38
degrees, 17 minutes, 09 seconds East 433.48 feet to an existing concrete monument; thence North
35 degrees, 25 minutes, 43 seconds East 471.46 feet to an existing 5/8" rebar; thence North 62
degrees,16 minutes, 20 seconds West 69.43 feet to an existing 5/8" rebar; thence North 26 degrees,
57 minutes, 39 seconds East 217.18 feet to an existing solid iron pin, thence North 05 degrees, 02
minutes, 32 seconds West 216.70 feet to an existing solid iron pin, thence North 03 degrees, 06
minutes, 35 seconds West 146.94 feet to existing iron pipe; thence North 05 degrees, 54 minutes,
15 seconds East 142.21 feet to an existing railroad spike; thence North 05 degrees, 54 minutes,15

CRP 923 514
seconds East 135.05 feet to an existing magnetic nail thence North 07 degrees, 29 minutes, 09
seconds West 101.56 feet to a magnetic nail set; thence South 84 degrees, 48 minutes, 44 seconds
West 110.25 feet to an existing iron pipe; thence North 47 degrees, 35 minutes, 35 seconds West
185.12 feet to an existing iron pipe, thence South 89 degrees, 10 minutes, 27 seconds West 382.32
feet to an existing iron pipe, thence South 82 degrees, 15 minutes, 50 seconds West 297.62 feet to
an existing iron pipe; thence North 34 degrees, 26 minutes, 03 seconds West 213.06 feet to an
existing iron pipe; thence North 07 degrees, 30 minutes, 33 seconds West 32.52 feet to a 5/8" iron
rebar set; thence North 07 degrees, 30 minutes, 33 seconds West 10.16 feet to an unmarked point;
thence North 61 degrees, 18 minutes, 29 seconds East 3.00 feet to a 5/8" iron rebar set; thence
North 61 degrees, 18 minutes, 29 seconds East 67.24 feet to an existing concrete monument;
thence South 88 degrees, 37 minutes, 26 seconds East 11155 feet to an existing iron pipe; thence
South 87 degrees, 39 minutes, 13 seconds East 297.26 feet to an existing 5/8" iron rebar; thence
North 83 degrees, 45 minutes, 15 seconds East 15425 feet to an existing 5/8" iron rebar; thence
North 89 degrees, 55 minutes, 40 seconds East 53.02 feet to an existing iron pipe; thence South 84
degrees, 04 minutes, 42 seconds East 113.03 feet to an existing iron pipe; thence South 84 degrees,
09 minutes, 31 seconds East 73.00 feet to an existing 5/8" rebar; thence North 44 degrees, 54
minutes, 06 seconds East 104.16 feet to an existing magnetic nail; thence South 89 degrees, 59
minutes, 04 seconds East 27.44 feet to an unmarked point, thence South 89 degrees, 59 minutes,
04 seconds East 8.51 feet to an existing iron pipe; thence North 89 degrees, 59 minutes, 09 seconds
East 78.54 feet to an existing iron pipe; thence North 20 degrees, 33 minutes,19 seconds East 57.64
feet to an existing iron pipe; thence North 14 degrees, 06 minutes, 34 seconds East 68.92 feet to an
existing iron pipe, thence North 05 degrees, 18 minutes, 51 seconds West 104.98 feet to an existing
iron pipe; thence North 05 degrees, 18 minutes, 51 seconds West 15.72 feet to an existing iron
pipe; thence North 19 degrees, 50 minutes, 13 seconds West 105.88 feet to an existing iron pipe,
thence North 15 degrees, 50 minutes, 49 seconds West 14.50 feet to an existing iron pipe; thence
North 20 degrees, 55 minutes, 10 seconds East 31.87 feet to an existing iron pipe; thence North 33
degrees, 06 minutes, 43 seconds East 44.15 feet to an existing iron pipe, thence North 00 degrees,
16 minutes, 04 seconds East 664.00 feet to an existing iron pipe; thence North 42 degrees, 16
minutes, 24 seconds East 47.90 feet to an existing concrete monument, thence North 32 degrees,
52 minutes, 14 seconds East 61.60 feet to an existing iron pipe; thence North 32 degrees, 52
minutes, 14 seconds East 27.40 feet to an existing concrete monument, thence North 02 degrees,
22 minutes, 48 seconds East 537.26 feet to an existing iron pipe; thence North 10 degrees, 55
minutes, 56 seconds East 119.97 feet to an existing 5/8" rebar; thence North 10 degrees, 55
minutes, 56 seconds East 207.57 feet to an existing 5/8" rebar; thence North 10 degrees, 55
minutes, 56 seconds East 158.77 feet to an existing iron pipe; thence North 41 degrees,17 minutes,
24 seconds West 154.23 feet to an existing solid iron pin, thence North 41 degrees,17 minutes, 24
seconds West 154.48 feet to an existing 5/8" rebar; thence North 41 degrees, 17 minutes, 24
seconds West 16.87 feet to an existing 5/8" rebar; thence North I8 degrees, 09 minutes, 48 seconds
West 777.88 feet to an existing concrete monument; thence North 09 degrees, 51 minutes, 49
seconds West 315.08 feet to an existing 5/8" rebar; thence North 78 degrees, 01 minutes, 21
seconds East 7159 feet to an existing 5/8" rebar; thence North 39 degrees, 39 minutes, 16 seconds
East 79.15 feet to an existing 5/8" rebar; thence North 36 degrees, 28 minutes, 46 seconds East
58.21 feet to an existing 5/8" rebar; thence South 57 degrees, 34 minutes, 58 seconds East 211.55
feet to a 5/8" rebar set; thence South 57 degrees, 34 minutes, 58 seconds East 4.00 feet to an
unmarked point, thence South 07 degrees, 18 minutes, 54 seconds East 5.00 feet to a 5/8" rebar set,
thence South 07 degrees, 18 minutes, 54 seconds East 73.02 feet to an existing iron pipe, thence
South 24 degrees, 53 minutes, 57 seconds East 87.64 feet to a 5/8" rebar set; thence South 20
degrees, 02 minutes, 28 seconds East 45.34 feet to an existing iron pipe; thence South 31 degrees,
38 minutes, 03 seconds East 65.55 feet to an unmarked point; thence South 48 degrees, 39
minutes, 43 seconds East 74.92 feet to an existing 5/8" rebar; thence South 30 degrees, 54 minutes,
31 seconds East 169.97 feet to an existing 5/8" rebar; thence South 25 degrees, 24 minutes, 54
seconds East 72.98 feet to an unmarked point; thence North 72 degrees, 13 minutes, 49 seconds
East 15.73 feet to a 5/8" rebar set; thence North 72 degrees, 13 minutes, 49 seconds East 167.54 feet
to an existing 518" rebar; thence North 72 degrees, 13 minutes, 49 seconds East 25.79 feet to an
unmarked point, centerline of the branch; thence with the centerline of the branch the following
fifteen (15) bearings and distances;
South 09 degrees, 55 minutes,12 seconds East 40.86 feet to an unmarked point;
South 04 degrees, 16 minutes, 50 seconds East 49.97 feet to an unmarked point;;
South 64 degrees, 26 minutes, 20 seconds East 26.34 feet to an unmarked point;
South 16 degrees, 18 minutes, 01 seconds East 23.60 feet to an unmarked point;
South 04 degrees, 55 minutes,19 seconds East 49.67 feet to an unmarked point;
South 23 degrees, 37 minutes, 29 seconds East 47.44 feet to an unmarked point;
South 39 degrees, 16 minutes, 02 seconds East 18.83 feet to an unmarked point,

CRP 923 515
South 70 degrees, 02 minutes, 33 seconds East 105.40 feet to an unmarked point;
North 60 degrees,18 minutes, 31 seconds East 25.47 feet to an unmarked point,
North 84 degrees, 54 minutes, 33 seconds East 13.34 feet to an unmarked point;
South 40 degrees, 41 minutes, 34 seconds East 27.06 feet to an unmarked point;
South 36 degrees, 03 minutes, 24 seconds East 21.65 feet to an unmarked point;
South 50 degrees, 03 minutes, 24 seconds East 24.76 feet to an unmarked point,
South 19 degrees, 44 minutes, 06 seconds East 20.79 feet to an unmarked point;
South 51 degrees, 05 minutes, 04 seconds East 20.99 feet to an urunarked point; thence leaving
said branch North 48 degrees, 48 minutes, 24 seconds East 15.96 feet to an existing iron pipe,
thence North 48 degrees, 48 minutes, 24 seconds East 92.05 feet to an existing solid iron pin;
thence North 48 degrees, 48 minutes, 24 seconds East 12.76 feet to an unmarked point in the
centerline of US Highway 221; thence with the centerline of US Highway 221 South 24 degrees,11
minutes, 46 seconds East 679.24 feet to an unmarked point; thence leaving US Highway 221 and
with the line of Alfred Watson Wheatley, Jr. (Deed Book 856, Page 535) South 65 degrees, 53
minutes, 29 seconds West passing an existing concrete monument at 21.40 feet a total distance of
347.34 feet to an existing concrete monument; thence continuing with the line of Wheatley South
08 degrees, 29 minutes, 10 seconds East 497.99 feet to an existing concrete monument; thence
South 87 degrees, 21 minutes, 05 seconds East 159.55 feet to a 5/8" rebar set in the line of the 7.46
acre tract purchased by Linville Falls Club, LLC (Deed Book 874, Page 354); thence leaving the
line of Wheatley and with the line of Linville Falls Club South 33 degrees, 46 minutes, 53 seconds
West 284.00 feet to an existing 5/8" rebar; thence South 31 degrees, 28 minutes, 55 seconds East
231.14 feet to an existing 5/8" rebar; thence South 10 degrees, 01 minutes, 04 seconds West 240.14
feet to a 5/8" rebar set; thence South 79 degrees, 51 minutes, 45 seconds East 70.14 feet to a 5/8"
rebar set, thence leaving the line of Linville Falls Club, LLC and with the line of Phyllis A. Skorga
(Deed Book 563, Page 586) South 79 degrees, 51 minutes, 45 seconds East 329.81 feet to an existing
magnetic nail located in the centerline of US Highway 221; thence with the centerline of US
Highway 221 the following four (4) bearings and distances:
South 12 degrees, 46 minutes, 44 seconds West 269.64 feet to an unmarked point;
South 14 degrees, 38 minutes, 24 seconds West 266.36 feet to an unmarked point;
South 14 degrees, 58 minutes, 51 seconds West 605.56 feet to an unmarked point;
South 14 degrees, 53 minutes, 54 seconds West 30.00 feet to an unmarked point; thence leaving
US Highway 221 and running with the southern edge of 60' right-of-way for Catawba River
Drive and with the lines of Inn at Blue Ridge, LLC (Deed Book 786, Page 777) North 75 degrees,
32 minutes, 17 seconds West 60.28 feet to an existing railroad spike; thence continuing with the
right-of-way line for Catawba River Drive and with the lines of Inn at Blue Ridge, LLC North 75
degrees, 07 minutes, 16 seconds West 129.76 feet to an existing railroad spike; thence along a
curve to the left having a radius of 319.93 feet and an arc length of 143.81 feet, being subtended
by a chord of North 87 degrees, 59 minutes, 00 seconds West 142.60 feet to an existing iron pipe;
thence South 79 degrees, 07 minutes, 02 seconds West 109.02 feet to an existing iron pipe; thence
South 79 degrees, 31 minutes,15 seconds West 55.98 feet to an unmarked point in the west bank
of North Fork Catawba River; thence continuing with the west bank of North Fork Catawba
River and with the line of Inn at Blue Ridge, LLC the following ten (10) bearings and distances:
South 22 degrees, 26 minutes, 44 seconds East 34.30 feet to an unmarked point;
South 30 degrees, 43 minutes, 31 seconds East 33.00 feet to an unmarked point,
South 16 degrees, 50 minutes, 28 seconds East 73.19 feet to an unmarked point;
South 29 degrees,11 minutes, 17 seconds East 48.04 feet to an unmarked point;
South 26 degrees, 08 minutes, 38 seconds East 50.31 feet to an unmarked point,
South 28 degrees, 04 minutes, 38 seconds East 38.67 feet to an unmarked point,
South 28 degrees, 02 minutes, 27 seconds East 44.18 feet to an unmarked point,
South 01 degrees, 21 minutes, 56 seconds West 50.08 feet to an unmarked point,
South 06 degrees, 59 minutes, 22 seconds West 32.66 feet to an unmarked point,
South 06 degrees, 59 minutes, 22 seconds West 23.02 feet to an unmarked point; thence crossing
North Fork Catawba River South 81 degrees, 50 minutes, 03 seconds East 36.14 feet to a 5/8" rebar
set on the east bank of North Fork Catawba River, thence South 81 degrees, 50 minutes, 03
seconds East 31.00 feet to an existing iron pipe, thence South 20 degrees, 53 minutes, 39 seconds
East 54.98 feet to an existing iron pipe; thence South 71 degrees, 25 minutes, 33 seconds East
124.59 feet to an existing iron pipe; thence South 71 degrees, 25 minutes, 33 seconds East 29.51
feet to an unmarked point in the centerline of US Highway 221; thence with the centerline of US
Highway 221 the following eleven (11) bearings and distances:
South 14 degrees, 53 minutes, 54 seconds West 1350.19 feet to an unmarked point,
South 17 degrees, 51 minutes, 24 seconds West 82.14 feet to an unmarked point;

CRP 923 516
South 22 degrees,13 minutes, 04 seconds West 76.22 feet to an unmarked point;
South 30 degrees, 52 minutes, 44 seconds West 208.96 feet to an unmarked point,
South 37 degrees,12 minutes, 04 seconds West 67421 feet to an unmarked point;
South 35 degrees, 56 minutes, 14 seconds West 48.13 feet to an unmarked point;
South 31 degrees, 21 minutes, 14 seconds West 52.82 feet to an unmarked point;
South 26 degrees, 31 minutes, 14 seconds West 54.81 feet to an unmarked point;
South 22 degrees, 33 minutes, 04 seconds West 44.90 feet to an unmarked point;
South 18 degrees, 29 minutes, 04 seconds West 58.78 feet to an unmarked point,
South 16 degrees, 14 minutes, 14 seconds West 42.25 feet to an unmarked point; thence leaving
US Highway 221 and with the north line of CSX Railroad the following eight (8) bearings and
distances:
North 79 degrees,15 minutes, 44 seconds West 20.00 feet to an existing 5/8" rebar
North 79 degrees,18 minutes, 40 seconds West 161.81 feet to an unmarked point;
North 88 degrees, 59 minutes, 23 seconds West 152.62 feet to an unmarked point;
South 80 degrees, 51 minutes, 16 seconds West 201.20 feet to an unmarked point;
South 71 degrees, 00 minutes, 06 seconds West 132.11 feet to an unmarked point,
South 62 degrees, 30 minutes, 26 seconds West 162.16 feet to an unmarked point;
South 55 degrees,11 minutes, 56 seconds West 120.23 feet to an unmarked point;
South 51 degrees, 41 minutes, 36 seconds West 546.30 feet to an unmarked point; thence leaving
CSX Railroad and with the line of Edwina Y. Tatum (Deed Book 764, page 840) North 58 degrees,
53 minutes, 26 seconds West 12.25 feet to an existing solid iron pin; thence North 58 degrees, 53
minutes, 26 seconds West 234.02 feet to an existing concrete monument; thence North 58 degrees,
53 minutes, 26 seconds West 206.12 feet to an existing square iron rod; thence North 38 degrees,
34 minutes, 41 seconds East 189.01 feet to an existing iron pipe, thence South 86 degrees, 37
minutes, 55 seconds East 49.49 feet to an existing iron pipe, thence North 36 degrees, 05 minutes,
45 seconds East 48.15 feet to an existing square iron rod; thence North 20 degrees, 25 minutes, 40
seconds East 73.83 feet to an existing iron pipe; thence North 52 degrees, 55 minutes, 56 seconds
East 834.20 feet to an existing concrete monument, thence North 55 degrees, 20 minutes, 21
seconds East 360.83 feet to the BEGINNING containing 159.62 acres by coordinate computation
as shown on unrecorded plat by R.L. Greene Surveying and Mapping dated August 10, 2006,
entitled "Survey of certain properties described in deeds to Linville Falls Club, LLC" and bearing
the Job # 6-088.
LESS AND EXCEPT, the 0.61 acre Sewage Treatment Plant more particularly described
as follows:
BEGINNING on an existing 5/8" rebar, said existing 5/8" rebar being located South 49
degrees, 32 minutes, 58 seconds East 451.78 feet from an existing concrete monument, the
beginning corner of the 159.62 acre parcel as described above of which this description is an
exception thence from said beginning point South 55 degrees, 30 minutes, 58 seconds East 45.00
feet to a 5/8" rebar set on the west bank of the North Fork Catawba River; thence South 55
degrees, 30 minutes, 58 seconds East 23.03 feet to an unmarked point in the centerline of said
river, thence South 30 degrees, 00 minutes, 22 seconds West 61.34 feet to an unmarked point on
the west bank of said river, thence along the west bank of said river the following six (6) bearings
and distances:
South 26 degrees, 42 minutes, 08 seconds West 33.61 feet to an unmarked point;
South 16 degrees, 08 minutes, 28 seconds West 40.99 feet to an unmarked point;
South 24 degrees, 29 minutes,17 seconds West 58.22 feet to an unmarked point;
South 29 degrees, 55 minutes, 14 seconds West 32.54 feet to an unmarked point;
South 27 degrees, 49 minutes, 23 seconds West 33.81 feet to an unmarked point,
South 25 degrees, 48 minutes, 02 seconds West 52.33 feet to an unmarked point; thence leaving
said west bank of river North 63 degrees, 29 minutes, 35 seconds West 32.95 feet to an existing
5/8" rebar; thence North 63 degrees, 29 minutes, 35 seconds West 6357 feet to an existing 5/8"
rebar; thence North 29 degrees, 49 minutes, 57 seconds East 182.97 feet to an existing 5/8" rebar;
thence North 32 degrees, 41 minutes, 19 seconds East 139.55 feet to the BEGINNING, containing
0.61 acre by coordinate computation as shown on unrecorded plat by R.L. Greene Surveying and
Mapping dated August 10, 2006, entitled "Survey of certain properties described in deeds to
Linville Falls Club, LLC" and bearing the Job # 6-088.
SUBJECT TO, the Wilson Cemetery shown on the unrecorded plat by R.L. Greene
Surveying and Mapping dated August 10, 2006, entitled "Survey of certain properties described
in deeds to Linville Falls Club, LLC' and bearing.the job 9 6-088.

TRACT XI: (The Undeveloped Tract) CRP 923 518
BEGINNING on an existing concrete monument, said beginning point having NCGS
Coordinates of N - 240251.133 Meters and E - 343991.747 Meters, NAD 83, said beginning point
being located South 78 degrees, 19 minutes, 36 seconds West 360.637 Meters from NCGS
Monument "Garaventa", said NCGS Monument "Garaventa" having NCGS Coordinates of N =
240324.102 Meters and E = 344344.925 Meters, NAD 83, said NCGS Monument "Garaventa"
being located N 38 degrees, 37 minutes, 46 seconds East 271.26 Meters from NCGS Monument
"Pond", said NCGS Monument "Pond" having NCGS Coordinates of N - 240112.194 Meters and
E = 344175.582 Meters, NAD 83; thence from said Beginning Point South 55 degrees, 20 minutes,
21 seconds West 360.83 feet to an existing concrete monument; thence South 52 degrees, 55
minutes, 56 seconds West 834.20 feet to an existing iron pipe; thence South 20 degrees, 25
minutes, 40 seconds West 73.83 feet to an existing square iron rod; thence South 36 degrees, 05
minutes, 45 seconds West 48.15 feet an existing iron pipe; thence North 86 degrees, 37 minutes, 55
seconds West 49.49 feet to an existing iron pipe; thence South 38 degrees, 34 minutes, 41 seconds
West 189.01 feet to an existing square iron rod; thence North 58 degrees, 54 minutes, 53 seconds
West 38.52 feet to an existing iron pipe previous survey; thence South 06 degrees, 40 minutes, 45
seconds West 543.78 feet to an existing iron pipe previous survey; thence North 86 degrees, 49
minutes, 20 seconds West 26.00 feet an existing iron pipe previous survey; thence North 05
degrees, 31 minutes, 51 seconds East 238.73 feet to an existing iron pipe previous survey; thence
North 07 degrees, 33 minutes, 41 seconds East 533.40 feet to an existing iron pipe previous
survey; located at the base of a maple, thence North 07 degrees, 10 minutes, 48 seconds East
368.00 feet to a concrete monument set previous survey, thence North 07 degrees, 10 minutes, 48
seconds East 284.00 feet to an iron pipe set previous survey, thence North 07 degrees, 10 minutes,
48 seconds East 122.00 feet to an iron pipe set previous survey; thence North 07 degrees, 10
minutes, 48 seconds Fast 156.00 feet to an iron pipe set previous survey; thence North 07 degrees,
10 minutes, 48 seconds East 163.00 feet to an iron pipe set previous survey; thence North 07
degrees, 10 minutes, 48 seconds East 193.00 feet to an iron pipe set previous survey; thence North
07 degrees, 10 minutes, 48 seconds East 195.00 feet to a concrete monument set previous survey,
thence North 07 degrees, 10'minutes, 48 seconds East 212.81 feet to an iron pipe set previous
survey in center of small branch; thence with the branch the following thirteen (13) bearings and
distances:
North 46 degrees, 56 minutes, 40 seconds West 53.36 feet to an unmarked comer,
North 43 degrees, 50 minutes, 40 seconds West 46.25 feet to an unmarked comer,
North 19 degrees, 08 minutes, 10 seconds West 36.25 feet to an unmarked corner,
North 02 degrees, 34 minutes, 55 seconds West 61.91 feet to an iron pipe set previous survey;
North 41 degrees, 26 minutes, 52 seconds West 76.77 feet to an iron pipe set previous survey;
North 18 degrees, 08 minutes,11 seconds West 89.12 feet to an iron pipe set previous survey;
North 57 degrees, 53 minutes,15 seconds West 15.00 feet to an unmarked comer,
North 57 degrees, 53 minutes,15 seconds West 88.21 feet to a an unmarked corner;
North 57 degrees, 53 minutes,15 seconds West 16.48 feet to an iron pipe set previous survey;
North 42 degrees, 37 minutes, 48 seconds West 69.92 feet to an iron pipe set previous survey;
North 68 degrees, 21 minutes, 46 seconds West 43.35 feet to an unmarked comer;
North 68 degrees, 21 minutes, 46 seconds West 47.20 feet to an iron pipe set previous survey,
North 26 degrees, 32 minutes, 47 seconds West 47.95 feet to an unmarked comer,
thence leaving said branch North 83 degrees, 33 minutes, 42 seconds West 58.13 feet to an
existing iron pipe set previous survey; thence North 83 degrees, 33 minutes, 42 seconds West
131.88 feet to an iron pipe set previous survey; thence North 83 degrees, 33 minutes, 42 seconds
West 580.05 feet to an existing iron pipe previous survey; thence North 02 degrees, 28 minutes, 19
seconds East 1110.91 feet to an existing iron pipe previous survey in rock pile, Cor. # 8 of U.S.
Forest Service, Strikeleather and Guy Tr. 121; thence North 01 degrees, 22 minutes, 10 seconds
East 706.05 feet to an existing iron pipe previous survey in rock pile, Cor. # 7 of U.S. Forest
Service, Strikeleather and Guy Tr. 121; thence North 87 degrees, 29 minutes, 16 seconds West
269.80 feet to a U.S. Forest Service Class "A" Monument, Cor. ; 6 of U.S. Forest Service,
Strikeleather and Guy Tr. 121; thence North 01 degrees, 51 minutes, 18 seconds East 826.65 feet to
a point on rock cliff; thence North 01 degrees, 51 minutes, 18 seconds East 309.97 feet to an iron
pipe set previous survey; thence North 01 degrees, 51 minutes, 18 seconds East 641.00 feet to an
iron pipe set previous survey; thence North 01 degrees, 51 minutes, 18 seconds East 46.05 feet to
an unmarked comer, thence South 61 degrees, 18 minutes, 29 seconds West 276.89 feet to an
unmarked comer; thence North 00 degrees, 27 minutes, 38 seconds West 30.00 feet to a concrete
monument, thence North 00 degrees, 27 minutes, 38 seconds West 1599.17 feet to a concrete

CRP 923 519
monument, thence North 87 degrees, 20 minutes, 37 seconds East 1065.16 feet to an iron pipe set;
thence North 85 degrees, 48 minutes, 58 seconds East 229.49 feet to an iron pipe set, thence North
84 degrees, 19 minutes, 07 seconds East 270.51 feet to a 40" poplar; thence South 59 degrees, 16
minutes, 55 seconds East.183.81 feet to a 5" dogwood; thence North 86 degrees, 02 minutes, 39
seconds East 19.89 feet to a 10" walnut snag; thence South 19 degrees, 21 minutes, 06 seconds
West 92.90 feet to a fence post; thence South 14 degrees, 30 minutes, 31 seconds West 15550 feet
to an iron pipe set in chestnut stump; thence South 01 degrees, 15 minutes, 28 seconds East 307.15
feet to a 40" double white -oak; thence South 08 degrees, 04 minutes, 11 seconds East 83.75 feet to
a 40" red oak; thence South 18 degrees, 11 minutes, 39 seconds East 14.73 feet to a 20" locust;
thence North 79 degrees, 22 minutes, 33 seconds East 586.40 feet to an iron pipe set previous
survey; thence North 79 degrees, 22 minutes, 33 seconds East 5.00 feet to a 20" sourwood, thence
North 75 degrees, 50 minutes, 54 seconds East 197.17 feet to an iron pipe set previous survey;
thence North 70 degrees, 20 minutes, 08 seconds East 414.88 feet to a concrete monument set
previous survey, said concrete monument being located North 14 degrees, 57 minutes, 24 seconds
East 715.39 feet from a iron pipe set previous survey, the southeast corner of the Smith & Gunter
property (Deed Book 430, Page 478) which is an exception to this description; thence South 57
degrees, 39 minutes, 52 seconds East 244. feet to an existing 5/8" rebar; thence South 36 degrees,
28 minutes, 46 seconds West 58.21 feet to an existing 5/8" rebar; thence South 39 degrees, 39
minutes, 16 seconds West 79.15 feet to an existing 5/8" rebar; thence South 78 degrees, 01 minutes,
21 seconds West 71.59 feet to an existing 5/8" rebar; thence South 09 degrees, 51 minutes, 49
seconds East 315.08 feet to an existing concrete monument; thence South 18 degrees, 09 minutes,
48 seconds East 777.88 feet to an existing 5/8" rebar; thence South 41 degrees, 17 minutes, 24
seconds East 16.87 feet to an existing 5/8" rebar; thence South 41 degrees,17 minutes, 24 seconds
East 154.48 feet to an existing solid iron pin; thence South 41 degrees,17 minutes, 24 seconds East
154.23 feet to an existing iron pipe; thence South 10 degrees, 55 minutes, 56 seconds West 158.77
feet to an existing 5/8" rebar; thence South 10 degrees, 55 minutes, 56 seconds West 207.57 feet to
an existing 5/8" rebar; thence South 10 degrees, 55 minutes, 56 seconds West 119.97 feet to an
existing iron pipe; thence South 02 degrees, 22 minutes, 48 seconds West 537.26 feet to an existing
concrete monument; thence South 32 degrees, 52 minutes, 14 seconds West 27.40 feet to an
existing iron pipe; thence South 32 degrees, 52 minutes, 14 seconds West 61.60 feet to an existing
concrete monument; thence South 42 degrees, 16 minutes, 24 seconds West 47.90 feet to an
existing iron pipe; thence South 00 degrees, 16 minutes, 04 seconds West 664.00 feet to an existing
iron pipe; thence South 33 degrees, 06 minutes, 43 seconds West 44.15 feet to an existing iron
pipe; thence South 20 degrees, 55 minutes, 10 seconds West 31.87 feet to an existing iron pipe;
thence South 15 degrees, 50 minutes, 49 seconds East 14.50 feet to an existing iron pipe; thence
South 19 degrees, 50 minutes,13 seconds East 105.88 feet to an existing iron pipe; thence South 05
degrees, 18 minutes, 51 seconds East 15.72 feet to an existing iron pipe; thence South 05 degrees,
18 minutes, 51 seconds East 104.98 feet to an existing iron pipe; thence South 14 degrees, 06
minutes, 34 seconds West 68.92 feet to an existing iron pipe, thence South 20 degrees, 33 minutes,
19 seconds West 57.64 feet to an existing iron pipe; thence South 89 degrees, 59 minutes, 09
seconds West 78.54 feet to an existing iron pipe; thence North 89 degrees, 59 minutes, 04 seconds
West 851 feet to an unmarked point in the centerline of Blue Ridge Road; thence North 89
degrees, 59 minutes, 04 seconds West 27.44 feet to an existing magnetic nail; thence South 44
degrees, 54 minutes, 06 seconds West 104.16 feet to an existing 518" rebar; thence North 84
degrees, 09 minutes, 31 seconds West 73.00 feet to an existing iron pipe; thence North 84 degrees,
04 minutes, 42 seconds West 113.03 feet to an existing iron pipe; thence South 89 degrees, 55
minutes, 40 seconds West 53.02 feet to an existing 5/8" rebar; thence South 83 degrees, 45 minutes,
15 seconds West 154.25 feet to an existing 5/8" rebar; thence North 87 degrees, 39 minutes, 13
seconds West 297.26 feet to an existing iron pipe; thence North 88 degrees, 37 minutes, 26 seconds
West 111.55 feet to an existing concrete monument; thence South 61 degrees, 18 minutes, 29
seconds West 67.24 feet to a 5/8" rebar set; thence South 61 degrees, 18 minutes, 29 seconds West
3.00 feet to an unmarked point; thence South 07 degrees, 30 minutes, 33 seconds East 10.16 feet to
a 5/8" rebar set; thence South 07 degrees, 30 minutes, 33 seconds East 32.52 feet to a an existing
iron pipe; thence South 34 degrees, 26 minutes, 03 seconds East 213.06 feet to an existing iron
pipe; thence North 82 degrees, 15 minutes, 50 seconds East 297.62 feet to an existing iron pipe;
thence North 89 degrees, 10 minutes, 27 seconds East 382.32 feet to an existing iron pipe; thence
South 47 degrees, 35 minutes, 35 seconds East 185.12 feet to an existing iron pipe; thence North 84
degrees, 48 minutes, 44 seconds East 11025 feet to an magnetic nail set; thence South 07 degrees,
29 minutes, 09 seconds East 101.56 feet to an existing magnetic nail; thence South 05 degrees, 54
minutes, 15 seconds West 135.05 feet to an existing railroad spike, thence South 05 degrees, 54
minutes, 15 seconds West 142.21 feet to an existing iron pipe, thence South 03 degrees, 06
minutes, 35 seconds East 146.94 feet to an existing solid iron pin; thence South 05 degrees, 02
minutes, 32 seconds East 216.70 feet to an existing solid iron pin; thence South 26 degrees, 57
minutes, 39 seconds West 217.18 feet an existing 5/8" rebar; thence South 62 degrees, 16 minutes,

CRP 923 520
20 seconds East 69.43 feet to an existing 5/8" rebar; thence South 35 degrees, 25 minutes, 43
seconds West 471.46 an existing concrete monument; thence South 38 degrees, 17 minutes, 09
seconds West 433A8 feet to an existing concrete monument, thence South 30 degrees, 55 minutes,
04 seconds West 156.31 feet to an existing iron pipe; thence South 08 degrees, 31 minutes, 47
seconds West 52.89 feet to an existing iron pipe, thence South 30 degrees, 17 minutes, 04 seconds
East 72.12 feet to an existing 5/8" rebar; thence South 88 degrees, 19 minutes, 43 seconds East
331.62 feet to an existing iron pipe; thence South 00 degrees, 54 minutes, 29 seconds West 112.22
feet an existing iron pipe; thence South 63 degrees, 47 minutes,12 seconds West 361.28 feet to the
BEGINNING, containing 393.00 acres by coordinate computation. Bearings and distances
supplied by R.L. Greene Surveying & Mapping using an unrecorded survey entitled "Survey and
Division of those properties described in deeds to Blue Ridge Holdings Limited Partnership",
dated January 27,1994 and revised February 1, 1994 and an unrecorded survey entitled "Survey
of certain properties described in deeds to Linville Falls Club, LLC", dated August 10, 2006.
LESS AND EXCEPT, that property described in a deed to Smith & Gunter (Deed Book
430, Page 478) and more recently to James Boyd Woodard, Jr. (Deed Book 813, Page 287)as
described as follows:
BEGINNING on an iron pipe set previous survey, said iron pipe being located South 14
degrees, 57 minutes, 24 seconds West 715.39 feet from a concrete monument set on a previous
survey, said concrete monument being the 60th comer of the above described 393.00 acre tract;
thence from said Beginning Point South 04 degrees, 53 minutes, 56 seconds West 187.63 feet to an
iron pipe set previous survey; thence South 04 degrees, 53 minutes, 56 seconds West 88.25 feet to
an unmarked corner; North 70 degrees, 03 minutes, 07 seconds West 87.68 feet to an iron pipe set
previous survey; thence North 86 degrees, 12 minutes, 38 seconds West 114.83 feet to an
unmarked corner; thence North 62 degrees, 54 minutes, 07 seconds West 60.63 feet to an
unmarked comer; North 04 degrees, 53 minutes, 52 seconds East 41.43 feet to an iron pipe set
previous survey; thence North 04 degrees, 53 minutes, 52 seconds East 191.00 feet to an iron pipe
set previous survey; thence South 85 degrees, 06 minutes, 09 seconds East 255.62 feet to the
BEGINNING, containing 1.50 acres by coordinate computation, as shown on unrecorded survey
by R.L. Greene Surveying & Mapping, entitled "Survey and Division of those properties
described in deeds to Blue Ridge Holdings Limited Partnership", dated January 27, 1994 and
revised February 1, 1994, bearing the Job 094-020.
LESS AND EXCEPT, THE FOLLOWING LOTS:
BEING all of Lots 1, 2, 3, 4, 30, 31 and 32 of BLUE RIDGE COUNTRY CLUB
SUBDIVISION, PHASE I -A, as shown on plat duly recorded in Plat Book 4, Page 411, McDowell
County Registry, reference to which is hereby made for a more particular metes and bounds
description.
BEING all of Lots 5, 6, 7, 8,10,11, 12, 13, 14,15,16, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 33,
34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59 and 60 of
BLUE RIDGE COUNTRY CLUB SUBDIVISION, PHASE I -A, as shown on plat duly recorded in
Plat Book 4, Page 412, McDowell County Registry, reference to which is hereby made for a more
particular metes and bounds description.
BEING all of Lots 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81,
82,83 and 84 of BLUE RIDGE COUNTRY CLUB SUBDIVISION, PHASE I -A, as shown on plat
duly recorded in Plat Book 4, Page 413, McDowell County Registry, reference to which is hereby
made for a more particular metes and bounds description.
BEING all of Lots 17,18 and 19 of BLUE RIDGE COUNTRY CLUB SUBDIVISION,
PHASE I -A, as shown on plat duly recorded in Plat Book 4, Page 414, McDowell County
Registry, reference to which is hereby made for a more particular metes and bounds description.
BEING all of Lots 152, 153,154, 155,156, 157,158,159,160,161,162,163,164,165,166,
167,168, 169,170,171,172,173,174,175,176,177 and 178 of BLUE. RIDGE COUNTRY CLUB
SUBDIVISION, PHASE I-B, as shown on plat duly recorded in Plat Book 4, Page 415, McDowell

CRP 923 521
County Registry, reference to which is hereby made for a more particular metes and bounds
description.
BEING Lots 180 181, 182,183,184,185,186,187,188 and 189 of BLUE RIDGE COUNTRY
CLUB SUBDIVISION, PHASE 2-A, as shown on plat thereof duly recorded in Plat Book 5A, Page
45, McDowell County Registry, reference to which is hereby made for a more particular metes
and bounds description.
BEING all of Lots 190,191,192,193,194,195,196,197,198,199, 200, 201, 202, 203, 204,
205, 206, 207, 208, 209, 210, 211, 212, 213, 214, 215, 216, 217, 218, 219, 220, 221, 222, 223, 224 225,
226, 227, 228, 229, 230, 231, 232, 233, 234, 235 and 236 of BLUE RIDGE COUNTRY CLUB
SUBDIVISION, PHASE 2-A, as shown on plat duly recorded in Plat Book 5A, Page 46, McDowell
County Registry, reference to which is hereby made for a more particular metes and bounds
description.
BEING all of Lots 237,238 and 239 BLUE RIDGE COUNTRY CLUB SUBDIVISION,
PHASE 2-A, as shown on plat duly recorded in Plat Book 6, Page 9, McDowell County Registry,
reference to which is hereby made for a more particular metes and bounds description.
ALSO LESS AND EXCEPT, THE FOLLOWING TRACTS:
1. 0.257 acre tract conveyed to Michael A. Hellenthal, Deed Book 618, Page 469.
2. 0.29 acre tract conveyed to Dennis H. Perk, Deed Book 543, Page 431.
3. 0.30 acre tract conveyed to Russell McNutt, Deed Book 655, Page 467.
3. 0.32 acre tract conveyed to Pyatt Construction do Properties, Deed Book 586, Page 58.
4. 0.35 acre tract conveyed to Joyce B. Nelson, Trustee, Deed Book 740, Page 827.
5. 1.00 acre tract conveyed to Edward Meyer, Deed Book 896, Page 636.
6. 1.015 acre tract conveyed to Pyatt-Honeycutt Development, Deed Book 547, Page 848.
7. 1.41 acre tract conveyed to Owen Gwyn, Jr., Deed Book 612, Page 567.
S. 1.64 acre tract conveyed to Russell McNutt, Deed Book 467, Page 693.
9. 3.13 acre tract conveyed to Zoccoli Associates Ptnrp, Deed Book 548, Page 233.
10. 0.325 acre parcel as conveyed in Deed Book 870, Page 918, McDowell County Registry
11. 2.42 acre parcel as conveyed in Deed Book 902, Page 451, McDowell County Registry.
12. 0.529 acre parcel as conveyed in Deed Book 870, Page 920, McDowell County Registry.
13. Lot 179, 0.743 ac., Unrecorded Plat; as conveyed to John and Phyllis Johnstone in Deed Book
545, Page 661, McDowell County Registry.
14. Lot 9, as conveyed to Carlos and Noel Capote in Deed Book 578, Page 853, McDowell County
Registry.

CRP 923 522
Parcel
Number Lot #
1728-00-77-5942
30
1728-00-77-6967
31
1728-00-77-7836
2/3
1728-00-77-8937
4
1728-00-78-5105
33
1728-00-78-5218
34
1728-00-78-8706
43
1728-00-87-1962
K5
1728-00-88-2942
21
1728-00-88-3864
11
1728-00-88-4934
12
1728-00-89-1129
53
1728-00-89-1775
79
1728-00-89-2093
22
1728-00-89-2331
54
1728-00-89-2874
78
1728-00-89-3172
23
1728-00-89-4265
83
1728-00-89-4627
20
1728-00-89-5036
13
1728-00-89-6240
14
1729-00-74-5131
1729-00-80-5396
X2
1729-00-81-5611
177
1729-00-81-7883
168
1729-00-81-9848
167
1729-00-90-0883
1 /180
1729-00-90-5622
1739-00-02-3114
1728-00-77-6821
1728-00-79-4621
62
1729-00-91-0478
186
1728-00-70-1004
69
1728-00-78-7448
37
1728-00-78-8359
36
1728-00-78-9382
27
1728-00-79-2947
70
1728-00-79-5860
71
1728-00-79-6484
60
1728-00-79-7195
49
1728-00-79-7482
59
1728-00-79-8042
48
1728-00-79-9323
58
1728-00-88-0186
6
1728-00-88-0514
41
1728-00-88-1304
26
1728-00-88-2209
7
1729-00-80-7795
151
1728-00-89-0471
57
1728-00-89-2594
82
1728-00-89-4403
55
1728-00-89-4690
84
1728-00-89-7248
15
1728-00-89-9672
18

COASTAL VENTURES GROUP II, LLC
127 N. Tryon Street, Suite 602
Charlotte, North Carolina 28202
OCT zoos D
October 5, 2007 I j
DtNij - Y"t t? i!I L ITY1Y
North Carolina Department of Environment & Natural Resources --
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh, NC 27699-1636
Re: Permit Number NC0080098, Blue Ridge Country Club & Resort, LLC
Dear Sir or Ma'am:
We are the purchasers of the Linville Falls Club, formerly known as the Blue Ridge
Country Club. I have been working with Bev Price on the issues surrounding the wastewater
treatment facility located on the property.
I have enclosed a fully executed Ownership Change Form and a copy of the deed
conveying the property to Coastal Ventures Group II, LLC.
If you have any questions, please do not hesitate to contact me at 704.372.0060.
Very
a
D. Tison
Director