SW1100701_HISTORICAL FILE_20101206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
z�i�%(�
PERMIT NO.
SW/U6
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
l�(?(/i
YYYYMMDD

......_ Ir� FILE Copy
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 6, 2010
Mr. John Kinnaird, P.E.
Brooks Engineering Associates
17 Arlington Street
Asheville, NC 28801
Subject: Request for More Information
Quigley Project/ State Stormwater Application SW1100701
DWQ 401 Project # 09-0533
Madison County
Response deadline: January 10, 2011
Dear Mr. Kinnaird:
The Division of Water Quality (DWQ) has performed a preliminary review of the state stormwater application
for the above referenced project (SW1100701). As discussed in the meeting with you on December 3, 2010,
additional information will be required in order to complete the review process. Please provide the information
attached to this letter so that we may continue to review the project.
You should provide your written response to the addresses below by January 10, 2010. An original and one
copy of the required information should be provided to the Asheville Regional Office:
Attn. Susan A. Wilson
Surface Water Protection Section
2090 US HWY 70
Swannanoa, NC 28778
A courtesy copy of the required information should also be provided to the Stormwater Permitting Unit at:
Attn: Mr. Robert Patterson
DWQ/ Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone]M FAX: [phone] Customer Service: 1-877-623-6745
Internet: www.ncwaterquality.org
An Equal Opportunity 4 Affumative Action Employer
One
NorthCai-olina
Naturall#

Mr. John Kinnaird, P.E.
December 6, 2010,
e Page 2 ofF3
This letter only addresses the preliminary application review and does not authorize any impacts (at this time)
by the DWQ. This additional information request does not preclude the DWQ from requesting additional
information after review of the resubmitted information.
If you have any questions regarding this letter or cannot meet the January 10, 2011 date, please call Susan A.
Wilson [phone], elscwise your project may be returned as incomplete.
Sincerely,
Susan A. Wilson, P.E.
Surface Water Protection
Asheville Regional Office
cc: Ian McMillan, 401 Permitting Unit
Robert Patterson, SWPU/DWQ
Mr. William McKee, Whiteside Fund LP, 9 Pack Square SW, Suite 300, Asheville, NC 28801
Jennifer Robertson, WNR, P.O. Box 882, Canton, NC 28716
ARO File copy
SAS WPIMadison\Stormwaterl5-State SEormwateAQuigley SSw and40l1Addlnfo.SW1100701Quigley. 12.2010.doc

Mr. John Kinnaird, P.E.
December 6, 2010
P¢ge 3 of 3
SW 1100701
Additional Information Items
1. Please provide the construction sequence for the BMPs (it is important that the area be stabilized prior to
the construction of the BMPs.
2. Soil borings in the actual area of the Bioretention BMPs should be provided (representative soil borings
for the cottage infiltration BMPs is acceptable).
3. Please indicate DA 1 more clearly.
4. Indicate why the detention ponds after the Bioretention BMPs are required (as you stated, a Madison
County ordinance), provide a typical design for them, and show the outlet for Detention Pond 3. Since
the "bypass" from the Bioretention BMPs go to the detention ponds, it is especially important that the
outflows from the detention ponds are nonerosive. The DWQ does have some concerns that no bypass
is provided before or within the Bioretention BMPs, but is willing to consider this design (and may
caveat the permit that corrective measures must be taken if erosivity occurs or if the Bioretention BMPs
do not work as intended).
5. Please recheck the calculations for the broad crested weir on the Bioretention overflow weirs.
6. Please confirm that the Bioretention BMPs have the minimum planting density (400 stems/acre).
7. Specify double or triple shredded hardwood mulch for the Bioretention BMPs.
8. Reconfirm the surface area for each BMP (and state how this will be confirmed in the field).
9. Make corrections/clarifications on the Supplement pages to the BMPs ("N" for vegetated filter,
reconfirm drawdown rates, etc.)
10. The overflow from Bioretention 2 is routed to the existing pond. Please explain how this will not cause
hydraulic issues for the pond.
11. The elevations for Bioretention 3 should be corrected.
12. Please provide example calculations for the infiltration BMPs (typical). Also provide a StormTech
brochure for the specific system to be used. Please explain how the bypass from these BMPs will be
non -erosive. In addition, the seasonal high water table must be greater than 2 feet for the infiltration
trenches.
13. The total impervious surface area for the cottages must be restricted to ensure that each infiltration
system can appropriately handle/treat the first inch of rainfall. Since this area is maintained by the
owner (and will not be sold as individual lots) you may need to modify the DWQ's Deed Restriction
document.
14. Some drains in the golf course area appear to have plunge pools/energy dissipaters near the wetland
areas. These should be kept out of the wetland areas (as far back as feasible). Other plunge
pools/energy dissipaters should be kept 30 feet from surface waters (as has been discussed in prior
meetings regarding the 401 approval — this appears to have been complied with via the plans).

North Carolina Secretary of State
I'age 1 of I
North Carolina
Elaine F. Marshall DEPARTMENT 0FTFlE
Secretary SECRETARY of STATE
PO Box 2%22 Raleigh, NC 2752"622 1919)807-2000
CORPORATIONS
)rporauOnS Horne
.arch By Corporate Name
-arch For New & Dissolved
'arch By Registered Agent
nportant Notice
=sale of Tickets Online
arporations FAQ
orrieowners' Associalbn FAQ
)bacco Manufacturers
ntncorporated Non -Profits
issoluti0n Reports
on -Profit Reports
^nfy Certdr cabon
aline„ Annu'd Report,
LINKS & LEGISLATION
S13BE B2B Annual Reports
SOSID Number f-onection
Session Law 2010-31. Annual
. Report Due date changes
7001 Still Summaries
1999 Senate Bills
Corporations 1997.
Professional Corporatiot3s
NCSOS Authority to DiSSolve
Register for E-Procurement
Dept. of Revenue
ONLINE ORDERS
An Order
PdymenL Procedures
Date: 811112010
k here to:
+v Document Filings I Sign Up for E-Notifications I
Names
Name Name Type
NC WHITESIDE FUND L.P. LEGAL
NC WADE HAMPTON FUND LIMITED PARTNERSHIP PREV LEGAL
Li iced Partnerships Information
SOSID:
Status:
Effective Date:
Dissolution Date:
Annual Report Due Date:
Citizenship:
State of Inc.:
Duration:
istered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
Office Address:
0815304
Current -Active
12/112005
DOMESTIC
NC
PERPETUAL
MCKEE, A. WILLIAM
619 HWY 107 SOUTH
CASHIERS NC 28717
P.0 BOX 523
CASHIERS NC 28717
NO ADDRESS
CONTACT US Mailing Address: NO ADDRESS
-0rporations Division 0 fcers
TOOLS
Secretary of State Honk
Secretary of Slate Site Map
Printable Paqe
http://www.secretary.state.nc. us/corporations/Corp.aspx?PitemId=7869988 8/1 1 /2010

BROOKS Planning & Project Management 1 Civil Engineering / Surveying
Soil Science Services 1 Environmental Engineering & Services
ENGINEERING ASSOCIATES 11 Arlington Street 1 Asheville MOM 1 www.brooksea.corg 1828 23rt-470Q:.: • :,.:..•. ::. �.
April 30, 2010
NCDENR — Division of Water Quality
2090 US Highway 70 L
Swannanoa, NC 28778 !; J L' 0 0 2010 J
Attention: Susan Wilson r = c:un� iT� s_CT!oN
_ WA E_�
z p,ciliLil.r!l_'._- i�IF a'r'fir,L CFI=!Ci:
Regarding: Quigley Project 1 State Stormwater Application SW 109]to 1
DWQ 401 Project # 09-0533 t,M.,,;,.:,... :.. .......... v..f, .... ,
Madison County
Dear Susan:
Revisions were made to the plans and calculations according your comment letter dated
2/4/2010. The following changes were made:
Review Comment # 1:
Attached as "Appendix C" in the Stormwater Calcs is a deed showing Whiteside Fund,
LP as owner of the property in question. William McKee is the managing partner of
Whiteside Fund, LP. Please see attached documentation in the Stormwater Calcs.
Review Comment 42:
Attached as "Appendix A" in the Stormwater Calcs are the requested Deed Restrictions.
Review Comment #3:
One copy has been forwarded to Cyndi Karoly.
Review Comment 44:
A Soils report is included in the Stormwater Calcs. We feel that the individual systems,
while not totally necessary, are the best method of controlling runoff and water quality
in this situation. By using individual systems and infiltration, we are eliminating
concentrated stormwater as much as possible. Also by using the same infiltration system
for both water quality and detention, we are infiltrating the maximum amount of
stormwater back in to the ground as opposed to discharging in to a surface water.
Review Comment #5:
O&M Agreements are included as "Appendix B" in the Stormwater Calcs,
Review Comment 46:
Every swale on site, including diversion ditches and road -side ditches has been calculated
to ensure stability. The liner specified in the ditch calc charts are based on the maximum
1 of 2

V
allowed for each type of liner. Please see the "Sample Calculations" section of the
Stormwater Calcs for a sample ditch stability calculation.
Review Comment 47:
The drainage areas for each raingarden have been included on sheet CE-3.
Review Comment #8:
Please see the "Sample Calculations" section of the Stormwater Calcs for additional
sample calculations.
Review Comment #9:
The plans have been revised to show the proposed grading in the village area. See sheet
CE-3.
Review Comment # 10.
- Sheet DT-3 now shows a cross-section for each raingarden.
- Sheet DT-3 now shows storage volumes for each BMP
- Sheet DT-3 now shows a detail for each raingarden's overflow.
- The Bioretention Cell Supplements and the details on sheet DT-3 now include a
specification for the P-index of the media
- Sheet DT-3 shows a revised planting plan for each raingarden
- Sheet DT-3 now shows the inlet velocities for each raingarden.
- A note has been added to sheet CE-3 ensuring that access and an easement for all
BMP's.
- A note has been added to sheet CE-3 specifying that not river rock be taken from
adjacent streams.
Review Comment #11:
The flow from each raingarden will flow through a man-made water feature and in to a
detention pond. Overflow from the detention pond will similarly flow through a man-
made water feature and which act as "level spreaders" during storm events. A calculation
for each overflow has been included on sheet DT-3 showing non -erosive velocities in the
channels.
Please let me know if you have any additional questions.
Sincerely,
John Kinnaird, PE
Brooks Engineering Associates, PA
cc: Cyndi Karoly, William McKee
2 of 2

Brooks Engineering Associates
Land Planning Civil Engineering Surveying Environmental Services Soil Science Services
Letter of Transmittal
To:
Susan Wilson
NCDENR
Asheville Regional Office
828-296-4500
(need telephone no. ifFedex, no P.O. Boa)
Project Name:
Quigley Tract
Project No:
323908
From: I Date:
Brooks 1 7/29/2010
cc: (need telephone no. if Fedex, no P.O. Box)
❑ Mail ® Deliver ❑ Overnight* ❑ Other
"must use street address & uulude phone number
Document Description:
Date:
Use:
2 - Storrnwater Mana emet Plans
5-7-09
1 - Apphca6on and Calculation Package
1 - Check for $505
1 - Copy of Deed
Comments:
Please feel free to contact me with any questions,
John Kinnaird
cell: 828-545-9569
[e-mail]
.. ...
IE- EE-.
�}
I' i
l! i J U L 3 0 20!0
WATER QUALITY SECTION
A.sH�7ILLS REGIONAL OFFICE
17 Arlington Street, Asheville, NC 28801 • Phone [phone] Fax [phone]

NC DENR - DIVISON OF WATER QUALITY
.0304 FRENCH BROAD RIVER BASIN
Class
Name of Stream Description Class Date Index No.
Big Hurricane Creek
From source
to
Big Laurel
C;Tr,ORW
09/01/09
6-112-27
Creek
Little Hurricane Creek
From source
to
Big Laurel
C;Tr,ORW
09/01/09
6-112-26
Creek
Woodson Branch
From source
to
Big Laurel
C;ORW
09/01/09
6-112-29
Creek
Cook Branch
From source
to
Big Laurel
C;ORW
09/01/09
6-112-30
Creek
Pump Branch
From source
to
French Broad
C
04/01/58
6-113
River
Raccoon Branch
From source
to
French Broad
C
04/01/58
6-114
River
Mountain Island Branch
From source
to
French Broad
C
04/01/5a
6-115
River
Silver Mine Creek
From source
to
French Broad
B
04/01/58
6-116
River
Cascade Branch
From source
to
Town Of Hot
WS-I;HQW
08/03/92
6-117-(1)
Springs water
supply intake
located 1.1
mile
upstream
of mouth
Cascade Branch
From Town of
Hot Springs
C;HQW
08/03/92
6-117-(2)
water supply
intake to
French Broad
River
Spring Creek
From source
to
Reservoir
C;Tr,ORW
09/01/09
6-118-(1)
Branch
Jasperfield Branch
From source
to
Spring Creek
C;ORW
09/02/09
6-118-2
Bald Branch
From source
to
Spring Creek
C;ORW
09/01/09
6-118-3
Little Bald Branch
From source
to
Spring Creek
C;ORW
09/01/09
6-118-4
John Branch
From -source
to
Spring Creek
C;ORW
09/01/09
6-110-5
Bear Branch
From source
to
Spring Creek
C;ORW
09/01/09
6-118-6
Little Bear Branch
From source
to
Bear Branch
C;ORW
09/01/09
6-118-6-1
Little Creek
From source
to
Spring Creek
C;Tr,ORW
09/01/09
6-118-7
Sliding Knob Branch
From source
to
Spring Creek
C;Tr,ORW
09/01/09
6-118-8
Bearwallow Branch
From source
to
Sliding Knob
C;Tr,ORW
09/01/09
6-118-6-1
Branch
Greasy Branch
From source
to
Spring Creek
C;ORW
09/01/09
6-116-9
Friezeland Creek
From source
to
Spring Creek
C;Tr,ORW
09/01/09
6-IIB-10
Tug Fork
From source
to
Friezeland
C;Tr,ORW
09/01/09
6-118-10-1
Creek
See Branch
From source
to
Friezeland
C;ORW
09/D1/D9
6-118-1D-2
Creek
Sugar Camp Branch
From source
to
Spring Creek
C;Tr,ORW
09/01/09
6-118-11
Rockhouse Branch
From source
to
Sugar Camp
C;ORW
09/01/09
6-118-11-1
Branch
Charlotte Branch
From source
to
Spring Creek
C;Tr,ORW
09/01/09
6-118-12
Granger Branch
From source
to
Spring Creek
C;ORW
09/01/09
6-118-13
Georgia Branch
From source
to
Spring Creek
C;Tr,ORW
09/01/09
6-118-14
Baltimore Branch
From source
to
Spring Creek
C;ORW
09/01/09
6-11B-15
2B .0300
Page 46 of 63 201 1-04-09 07:18:33

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t V McGuire, Wood & Bissette, PA, P.O. Box 3180, Asheville, NC 28802
This instrument was prepared by Thomas C. Grella
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 30"' day of October, 2008, by and between
GRANTOR
QUIGLEY PROPERTIES, LLC
GRANTEE
THE WHITESIDE FUND, LP,
a North Carolina limited partnership
9 5W Pack Square,.Ste. 300
Asheville, NC 28801-
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 Madison County, North Carolina and more
particularly described as follows:
SEE EXl-LIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE (AND
EXHIBIT B WHICH IS METES AND BOUNDS OF PARCELS ONE THROUGH EIGHT)
Being the same properties conveyed to Grantor herein as described in.Book251, Page 118 and Book 354, Page
372, Madison County Registry.
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 (as'described in Exhibit A)
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, as to the property described in -Exhibit A only, Title
to the property hereinabove described is subject to the following exceptions: Easements, restrictions, and rights
of way of record and 2008 ad valorem taxes, and the following grants:
1. That real property of Paul A. Fredette as described in Book 226, at Page 688, Madison County
Registry.
2. That 1.2 acre tract of real property described in Deed Book 354, at Page 369, corrected by re-
record in Deed Book 354, at Page 534, Madison County Registry.
3. Unrecorded one year lease ofaone acre portion of the Property, and right to use road right of way
in favor of Grantor.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed
by authority of its Board of Directors, the day. and.year first above -%witten.
QUIGLEY'PROPERTIES, LLC
By: (SEAL)
Manager
ND:4637-5204-2241,v_ 1
1LO/z00'd b9ZI1 LL:Z8 600Z/ZZ/90 9LL6 092 eze SaaulJPd aPEsaa1uh:W0AJ

Excise Tax S 16,000,00
Parcel Identifier No.
Mail after recording to Thomas C. Grella
�z7 McGuire, Wood & Bissette, PA, P.O. Box 3180, Asheville, NC 28802
This instrumerit was prepared by Thomas C. Grella

From:whiteside Partners
828 254 3176 08/22/2009 02:17 H254 P.0031011
le_
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auruu pad,
Yiloyp�a]alid
aEj4nd �o1�1' WILI IM f * I
n � n� �n� �� irlu cn urly� ;`.�.�r"�.+s•.

SEAL -STAMP
QUIGLEY PROPERTIES, LLC, Acknowledgment
�_er_e.- County, State of RoC I a
I certify that the following person personally appeared before me this
day, each acknowledging to ine that he or.she voluntarily signed the
foregoing document for the purpose stated therein and in the capacity
indicated: Thomas A. Quigley, Manager
Date: Oc berZ� 20D
(Official Sea])
.g1�ii'�{�� Unda Pavletich
- =-Commission # DD501972 ici Si nature o Notary
Expires April 26, 2010
[zl �r„1�` �aneadTa�F,n Irswienc�,lnc 1N31S7�11 da. Notary Public
Printed nr tvnPH name

t = I PARCEL TWO: B cing all that certain tractor parcel of lan4 conveyed by Angie M.
Cheshire,, Trustee and husband, W.W. Cheshire to Wilfiarre­F. Hogan and wife, Mary S.
Hq� by deed dated June 23, I993 and recorded on June 29; 1983 in the Ofnce,of the
Register of Deeds for Madison Countyin Deed Book 149, at Page 521, reference to
which is hereby, made for further purposes of said. Pared. Containing 429:264. acres,
more or less, according to a survey by James T. Herron, R.L.S., dated .tune 2, 1983 and
entitled "Dr.'Wilbam F,-Hogan".
PARCEL THREE; Being. al those three certain tracts or parcels of land conveyed by Jean
Blount Hogan and husband, -GB, Hagan, dr. to Mary S. Hagan by deed dated October 25,
1984.and recorded on 'Qctober 29, 1984 In.the 0Fnce of the Register of Deeds for
Madison County N Deed Book 1'SS., at Page 664, reference to which is hereby made for
further purposes of said Parcel; Tract Oue.in said deed contains 35 acres, morn --.or less,
excepting therefrom. that portion conveyed out by Jean Blount Hogan to Miriam Ballard
as des6ri4ed ,hi.Deed Book .124, at Page 644 and corrected by Deed Book I31, atpage
162. Tract Two in said deed contabi.s 10.3 acres; more or less, Tract Three in said deed
contains I91,3 acres,.mpre or, less, excepting therefrom Ihat tract conveyed by Jean
Blount Hogan to Annie Rtith Shiver by deed recorded in heed Book 143, at Page 420
(parcel Eightlterein) and to S.E. Hogan by deed recorded in Deed Bouk 122; at Page 434
(Parcel Four Herein), parcel Three was conveyed by Mriry. S. Hogan to -William F.
Hogan and wife, Mary S. Hogan by deed recorded'in.Deed Book.] 57, at Page 657.,
PARCEL FOUR: Bdn&all that certain tract or parcel of land conveyed by E.E. Hogan
and wife, Haze1'J: Hagan to William Francis Hoganand wife, Mary S. Ho,gan by deed
dated May 74, 1985 and recorded on May 14, -1993 in the Office of the Register of Deeds
far Madison .trounty in Deed Book 159, at Page 80, reference to which is hereby made for
furthcr purposes of sald Parcel. Containing 0; 8 acres, more or less, according to "A
Supey for•.E.E. Hogan at ux" by Rnybum A. Reeves,'R.L.S. dated April 1, 1.976.
r;�i'ttl
ND: 4837-5244-2241, v, t
LLOIb00'd V9Z# LL:ZO 600Z/ZZ190 9LLE V9Z 8Z8 saauaapd @Pfs@glgh:wojA

Q(HIBrr A (Page 1)
PARCEL ONE.,. Being aU that certain tractor parcel of land conveyed by Charles R.
Kramer an8 wife, Sandra S. Krarper to William F. Hogan and wife, Mary S. Nogan by
deed da[cd Nbvember 15; 198Zand recorded on November24, 1982 in -the -Office of the
Registgr af Neds'for Madison Couniy in Deed Book 147, at page 82,xeference to whicli
is hereby made-for-furiherpmposes otsaid�Parcel. ContMhing.56.48 acres, more or less,
according yo a survey by McMafiah & Reese, Land Surveyors, Weaverville, NC dated
July. 8,,1.98Z which survey is recordtd in the Off! ce.of the Register of.Deeds.for Madison
County -in Plat Book 3, at page 177, reference to said plat being made for fuither purposes
ofdescription of said Parcel.
z l PARCEL TWO' Using all that certain tract or parcel of lan4 conveyed by Angie M.
Cheshire_ Tnudd-R MWI iii�rt+nn.7. OII 111 r.L__Le__ .. ....... .— --

-- -'-- -•• ••J••� vJ r. uutnn P. riogan ano wive, Mary
S. Hogan r6 Maybelle Ferguson by deed recorded in Deed Book 163, at Page 13.9, which
[ _ ] life estate: was reconveyed 1}y Maybell. Ferguson to William F. Rogan and wife, Mary S.
Hogan by deed -records d in Deed BeOk 167, at Page 596.
PARCEL SEVEN: Being all th4t certain tract or ptreel of land conveyed by Richard
Ferguson. anti wife,.5hirley P. Ferguson to: William F. Hogan and wife, Mary Hogan by
ditd dwed-Febnta t 13, 1997 and recorded on February I $, 1987 in the officc of the
Register of -Deeds for Madison County in Deed Book 167, at Page 594, reference to
which is hereby made for further purposes of said Parcel. Containing 19.17 acres, more
or'l=;.
PARCEL EIGH-f: $elrtg all that certain tract,ot parcel of land conveyed by Annie Ruth
Shiver and husband, Carl W. Shiver to William F. Hogan and wife, Mary S. Hogan by
deed dated Noverrlber 17, 1989,and recorded an December 7,-1989 in the Office of the
Register of Deeds forMadisan County in Deed Book 183, at Page 509, reference to
which -is .hereby made ftu fortherpwposes of said Parcel.
PARCEL NINE;
Lyfng. and being in No. 8 Townahrp, Madison County, North Card5na, and being more
particularly described as follows:
9EGINNING at an unmarked point fit the center of NC Highway 209, which paint is al tha
cam(Odn comer of lh0 tracks belonging lo; RulgJey Properties, LLC as described In Book 251,
Pago .116, Madison Cotlnty'RegfS.lry4 and C�2, LLC. as descrt�d In Book 282, Page 162 and re.
racbMed.irt Soo..182,. Page293, Madlsco Geunly, Registry, b]?ing thl§ Weslbrnmasl point of the
QuJgley 1?rapertteo'trad: thencc:canpnu3ng ldng2iidigith lha-cenierllne-or state H;gjiway 209,
fprtha:folIddIng itrl(ty calls?-! uiiutfi 10-36-4i West 188S9 feet;.Sauth 9-ZB-42 West4g.73 faet;
SoLO-343-0a ltV t,50,13 feel;'Sgvth ?:. §-2l East 4.9 25 ieet; South 8-24.01 East 39,55'feet:
South 13-09-V East 54.9g fast; Squib 17=35-50 Easl-61'.79-feel; South 24.17.Os East 41.69
Ceet: 5outh..30-2745 Eesl 37.71 feel; South 33-CO-55 East 37.50 feet;. South 31-39-51) East
45.07"foci; Satoh 21r28.45 East 31,17 feet; South 20-27-36 East 34.51 feet; Sowh.15.35-59
East 33.16 feet; SO4th 11-25-40 East 57,98 feet; South 13-37-11: Ep-st 35.04 feet; South 19-23-
06•East 37.63 feel; SoLlh 27-21-i3 East 98k5 bsl-, south 3 t� 11-Oo East 49,93'.feetl Scvlh 38-
12-41 Earl 78.88 feet; South SD�2t4a3. East 90.15 Net: 5culh 42-57-13 East 78.27 reel; South
45-P4=2d:East 44.91 reel; South 47-3342 Ea5t-19o,11 fecl; 5oulh 48=29-35 East 65.it reet;
South-41-57-56 East 43.24 feet; South 37-38.16 East 29,54 feet; South 28-11-12 East 41.56
feet; 5buth 19=53 2fl East 32.1i feet; South 11=17.42.�asf 37-39 feet td.ah unmdr'K6d point:
Ihenca,.leaving Stale Highway 209, North 4-_2-26 East 2s.91 feat to an exis ling Iwn.pin. therice
North 4 -58-26 J asl 32;02 feet to an 18-inch marY.ed red -Oak stump which stands South 40-55-
04 West 3.0 feel fforn an fron:plpe set w;lness; thence North 8=24-33 East 129,71 reel to an
exfsling iron pin at the top. ar the ridge; thence running efong and with the top of the ridge, lie
.(a]low,ng nine calls; N6r1h 3-24-52 E'asi 69.74 feet to a!t axlsting iron pin; North 5-07-25 East
205.46 feet to an existing Iron pin; Nanh 5-45-17 East 1.03.17 feel to a 15-Inch marked locust
-which stands Soulh West 1.5 feet from an trait pipe set-Waness; North 1148.59.Easl
195,91 feet to an exigting Iron. pin;.North 9-5243 East 100.84•feel to an exfsting iron pin: North
18 �35 East 155M4 feet to a 10-(rich marked locust wtilch stands N 34-29-15 West 1.33 feet
from anlron pin dot witness-, North 3356.15 East 252:82.Joel to an existing Iron pin; North 27-
17-22 Ea51 101,47 feet to an e:ofsting Iron pin set m'arkhj'9 the Northeast, comer of the tract;
thence along and -will Me ridge North4-25-37 West 112.70 feet to an iron pill lei; rb7 r}p along
and with the ridge In a Wdsterfy direction, tho fWcwing afght cars: Haitti'78 02-28 West 203.87
feel to an fron,pin set; North 83-00-11 W. e91 T85:03 fetal to an [non pin sal: North 83.05.20 West
1-46;4A f$e1 to in irpri plrrael; North 13151-16 West 16Z.90 fe0l to.an Iran pin set; North 7944-
34; West 1.05.68'Feet to.en Iron pin sel: Nonn 78-50 35 West 53.$7 feel to an lron'pin set; North
80-90-O0 Wosl 224.12 feet4a ett Iron pin offset; North 80-BS-01 West 4�,85 fae] IQ fhe paint of
.BEG]NNING; contalrling 23,acres:-mcra or, Nss,
gEING.a portion of Iha property comayed to GIS, LLC by deed recorded In Book 252, Page
293, f mdlson County Reglslry.
ND: 4837-5204-2241, v. 1
LLO/900-d tr9Z# LL:Z0 600VU/90 9LLE VGZ 838 SABILIPUd 0PTSagEyA:w0AJ

FXARIT A (Page 2)
PA.RCFL FIVE Being all that certain tract or parcel of land'conveyed by Larry S.
Plemmons and wife,.Palsy'PlemmortS to Bill Hogan and. wife,lvlary'.Hogan by deed dated
August 12, 19$5 and retarded on August 27, 1985 in the Office of the Register of Deeds ,
#si
for Madison County in Deed Book 160, at Page 360, refereme-.to which is hereby made
for furtber purposes of said Parcel. Containing 40 acres, more or less.
PARCEL SM Being all that certain tract or parcel of land conveyed by Richmond P.
Ferguson and wife, Maybelle F. Ferguson to William Francis Rogan and wife,. Mare S.
Hogan by deed dated September 15' f985 and recorded on Febfu 2.7, 1986 in the
Office.o Me Register of Deeds for Madison County in Deed Book 162, at Page 522,
reference to which is hereby made for further purposes of said Parcel: Containing
102.748 acres, more or less, according to a survey forNilliam F. and Mary Hogan by
'Western Carolina Land Surveying, Keith J. Plemmons, R.L.S., dated August 27, 1985. A
life estate in a portion ofsaid Parcel was conveyed by William F. Hogan and wife, Mary
S. Hogan to NLybelle Ferguson by deed recorded in Decd Book163, at Page 139, which
[ z 1
life estate was recanvcycd byMoybe[le Ferguson to William F. Hogan and wife. Mary S.

[IIF
4
1
d
N 41 Ub I61✓ k4 i
0
N
42
18
05 E
76.66
N
41
40
28 E
79.74
N
39
56
46 E
128.48
N
36
11
28 E
112.70
N
31
25
23 E
69.96
N
26
27
04,E
45.76
N
24
48
19 E
98.38
N
28
23
12 E
189.55
thence, leaving the centerline
of N.
C. Highway
209, along and with a common boundary with
the Larry S. Plemmons tract
as described in Book 180, Page 25, Madison County Registry, the
following successive
courses and directions:
Dep,
Sec
Min
Feet
S
35
08
35 E
27.51
S
35
08
35 E
234.78
N
51
57
59 E
243.04
N
33
43
59 W
85.09
N
58
47
55 E
133.75
S
47
24
44 E
113.31
S
84
45
37 E
97.47
N
74
22
07 E
81.01
N
07
27
09 W
29.51
N
05
01
35 W
294.53
N,
05
11
48 W
167.50
N
02
58
49 E
208.25
N
44
53
39 E
106.41
N
44
34
31 E
190.31
N
41
05
54 E
147.42
N
14
29
04 E
126.79
N
33
54
27 E
125.94
N
12
36
04 E
154.40
N
48
05
01 E
238.79
thence, along and with a common boundary with the D. J. Gentry tract. as described in Book 70,
Page 511, Madison County Registry, the following successive courses. and distances:
ND: 4837-5204-2241, v. t
LLO/900'd bgZ11 LL:ZO 600Z/ZZ/90 KL£ b9Z 8Z8 saatt3Aud 0PTS04TgA:W0-JJ

1v
i,]
1L
.37 E
U:). IJ
= N
18
40
26 E
45.70
N
22
25
23 E
54.80
N
25
01
33 E
64.10
N
27
00
10 E
56.64
N
30
55
31 E
50.45
N
33
48
31 E
49.17
N
36
23
55 E
76.28
N
38
37
56 E
97.97
N
41
06
26 E
60.47
N
42
18
05 E
76,66
N
41
40
28 E
79.74
N
39
56
46 E
128.48
N
36
11
28 E
112.70
N
31
25
23 E
69.96
N
26
27
04.E
45.76
N
24
48
19 E
98.38
N
28
23
-12 E
189.55
thence, leaving the centerline of N. C. Highway 209, along and with a common boundary with
the Larry S. Plemmons tract as described in Book 180, Page 25, Madison County Registry, the
- following successive courses and directions:
Deg
Sec
Min
Feet
S
35
08
35 E
27.51
S
35
08
35 E
234.78
N
51
57
59 E
243.04
N
33
43
59 W
85.09
N
58
47
55 E
133.75
S
47
24
44 E
113.31
S
84
45
37 E
97.47
N
74
22
07 E
81.01
N
07
27
09 W
29.51
N
05
01
35 W
294.53
N•
05
11
48 W
167.50
N
02
58
49 E
208.25
N
44
53
39 E
106.41
N
44
34
31 E
190.31
N
41
05
54 E
147.42
N
14
29
04 E
126.79
N
33
54
27 E
125.94
N
12
36
04 E
154.40
N
48
05
01 E
238.79
thence, along and with a common boundary with the D. J. Gentry tract as described in Book 70,
Page 511, Madison County Registry, the following successive courses.and distances:
ND: 4837-5204-224I, v. I
%N
LL0I900'd V9Z11 LZ:20 6002/22/90 K LE 09E 8Z8 saBUgJPd aPrs@glgh:Wnad ■■■

EMBIT "B"
The following described property is from a recent survey of all of Parcels One through Eight
described on Exhibit A (conveyed with warranty above) and is conveyed without warranty as
follows:
BEGINNING at the northwest corner of that tract conveyed to Quigley Properties, LLC in Book
354 at Page 372, Madison County Registry (formerly a portion of the Randall A Stanley tract
described in Book 204, Page 232, Madison County Registry, and runs thence along and -with the
Charles Justice et al. property as described in Book 190, Page 486, Madison County Registry the
following successive courses and distances, with the centerline of N. C. Highway 209:
Deg
Sec
Min
Feet
N 13
12
39 E
65.75
17,1 N 18
40
26 E
45.70

1 -rv, 1 agc vu,, 4UIU VUUA rage J 17, DUIR Ot Me lvlacison uounry xeglstry wlta the top or a
:-� ridge, the following successive courses and distances:
Sec
Min
Feet
S
55
31
32 E
198:00
S
69
34
55 E
305.11 '
S
51
51
54 E
370.87
S
34
42
32 E
279.50
S
49
41
24 E
41.5.71
N
81
27
40 E
113.72
N
67
29
57 E
139.76
N
82
51
34 E
128.40
N
82
54
57 E
178.93
S
89
35
26 E
111.43
S
64
22
03 E
459.01
N
81
05
31 E
93:16
S
44
52
16 E
156.91
S
24
44
31 E
362.41
S
02
57
24 E
389.40
thence, along and with a common boundary with the Patrick M. Choate tract as described in
Book 109, Page 447; Madison County Registry, the following successive courses and distances:
Deg
Sec
Min
Feet
S 06
14
44 E
264.09
S 17
32
41 E
97.87
S 07
06
24 E
206.76
S 19
41
57 E
395.47
S 37
56
3 T W
82.23
S 30
02
20 W
118:59
S 19
53
07 W
234.50
S 12
48
55 W
89.31
S 03
12
58 E
148,85
S 22
24
3 6 E
140.38
S 01
11
08 W
167.79
S 20
15
25 E
182.44
S 42
00
21 E
70.91
S 23
38
04 E
134.75
S 01
12
40 W
93.49
S 19
14
26 E
13 5, 10
S 51
22
47 E
75.84
S 36
44
00 E
112.14
S 56
56
54 E
9184
S 36
49
27 E
319.90
thence, along and with a common boundary with the Henry H. White tract as described in Book
130, Page 278, Madison County Registry, the following successive courses and distances:
ND: 4837-5204-2241, v.
LLO/L00'd V9Z11 220 800ZIZZl90 9LL£ V92 8Z8 saauIJPd aprsaI!g8:uoaJ

Deiz
Sec
Min
Feet
N
87
29
36 E
341.05
S
88
39
29 E
180.48
S
85
02
58 E
219.16
N
89
11
00 E
122.34
N
36
52
16 E
164.28
N
35
50
46 E
172:70
N
48
36
30 E
146.81
N
50
37
50 E
186.27
N
39
16
I6 E
237.45
thence, along and with a common boundary with the Newlife, Inc. tract as described in Book
246, Page 687, and Book 224, Page 579, both of the Madison County Registry with the top of a
[z] ridge, the -following successive courses and distances:

J
IL
GL
j:) h
dU3.Wi
{-� S
33
49
56 E
243.10
S
42
03
30 E
321.08-
thence, along and with a common boundary with the Amy D. Pratt tract (the same being the
County line with Buncombe County), South 04 deg. 25 min. 42 see. East 717.33 feet to an iron
pipe in a fence line, and South 07 deg. 23 min. 58 sec. West 64.56 feet; thence, along and with a
common boundary with the William W. Duckett tract (the same being the County line with
Buncombe County), the following successive courses and distances:
Deg
Sec
An
Feet
S 33
47
08 W
522.89
S 56
52
00 W
405.92
S 30
is
40 W
115.02
S 17
29
26 W
261.27
S 15
31
43 W
405.41
S 74
20
O1 W
719.06
S 79
00
17 W
224.88
S 63
39
28 W
195.63
S 47
52
21 W
73.78
S 56
15
30 W
182:82
S 49
21
17- W
206.71
S 57
13
27 W
34:88
S 64
24
48 W
159.16
S 71
33
18 W
225.41
thence, along and with a common boundary with the Grateful Union Family tract as described in
Book 123, Page 282; Madison County Registry, the following successive courses and distances:
.Deg
Sec
Min
Feet
N
00
12
35 W
434.96
N
05
06
23 W
858,39
N
23
54
59 W
327.39
N
33
01
12 W
271.87
N.
37
23
41 W
461.79
N
55
31
47 W
165.68
N
39
42
54 W
144.53
N
36
49
00 W
36.36
N
57
48
53 W
326.52
N
59
20
36 W
182.75
N
45
05
32 W
183.97
N
07
33
19 W
14239
N
24
20
57 W
156.76
N
I2
38
08 W
137.15
N
23
14
04 W
194.73
N
24
58
20 W
41,14
ND, 4637-5204-2241, v. I
ILO/800'd b9r'll 2:20 60DZ/ZZ/90 KLE V9z He sJaugJPd apxsa3T4M:WOJJ

Deg
Sec
Min
Feet
S
38
35
42 E
340.12
S
48
22
58 E
177.58
S
65
24
23 E
109.99
S
60
57
25 E
122.22
S
50
40
18 E
250.72
S
15
17
58 W
17.54
S
45
20
3 5 E
131.72
S
47
35
02 E
57.77
S
34
41
24 E
70:64
S
30
18
08 E
13799
S
28
27
43 E
229.35
S
32
22
35 E
205.69
(z] S
33
49
56 E
243.10

u
f !
V'7
J.G YY
!6.G.J1
1= I S
57
59
32 W
166.56
S
69
15
22 W
146.18
S
48
39
06 W
130.62
S
52
59
42 W
202.13
S
37
03
26 W
116.46
S
32
26
04 W
129.77
S
46
18
56 W
54.89
S
55
41
07 W
68.20
S
63
36
55 W
99.30.
S
61
38
27 W
153.65
S
41
30
39 W
77.54
S
54
11
57 W
158.51
S
69
21
51 W
136.21
S
38
29
53 W
13.00
S
25
55
35 W
137.42
S
51
29
03 W
125.42
S
45
40
13 E
154.93
S
27
20
13 E
79.86
S
16
30
13 E
159.72
S
21
00
09 E
79.85
. S
17
56
00 W
28.73
S
67
28
low
107.62
S
86
14
57 W
38.20
thence, along and with a common boundary with the Lura Fish property as described in Book 87,
Page 73, and the James Fish property as described in Book 205, Page 535, the following
successive courses and distances:
Deg
Sec
Mug
Feet
N
75
01
44 W
61.32
S
79
19
47 W
104.47
S
37
40
33 W
62.37
S
24
42*
43 W
112.03
S
06
14
18 W
65.81
S
76
26
40 W
77.03
S
80
32
05 W
85.97
N
85
40
01 W
103.29
N
66
27
41 W
128.96
N
71
27
25 W
73.43
thence, along and with a common boundary with the Robert D. Kea property as described iu
Book 208, Page 281 and the William K. Thomas property as described in Book 193, Page 328,
the following successive courses and distances:
ND: 4&37-5204.2241. v. 1
1101600'd b9Zff ZZ:ZO 600ZIZzf90 9LLE NZ 9Z8 saauIaPd apzsaITWUOa�

Dec,
See
Min
Feet
N
19
40
12 W
190.11
N
13
41
30 W
154.21
N
07
36
20 W
129.64
N
13
10
59 W
222.47
N
06
07
20 W
98.07
N
09
04
56 W
124.03
N
14
46
27 W
98.96
N
35
46
33 W
386.59
N
41
58
43 W
216.37
N
41
57
16 W
82.00
5 .
84
06
21 W
195.67
S
77
04
52 W
122.51
t z ] S
57
59
32 W
166.56

1 _ I
Deg
Sec
Min
Feet
N
72
50
28 W
16.40
N
36
51
45 W
48.66
N
05
47
09 W
78.73
N
01
19
08 W
103.89
N
28
07
52 W
113.41
N
33
09
35 W
48.61
N
31
18
43 W
54.69
N
11
14
12 W
97.11
N
36
41
05 W
50.74
N
07
14
56 E
61.83
S
86
49
26 E
63.44
S
46
42
35 E
97.51
thence, continuing with the common boundary with the property of Randall M. Stanley the
following successive courses and distances:
Deg
Sec
Min
Feet
S
22
52
51 E
37.75
S
22
52
51 E
101.71
S
22
52
51 E
64.81
N
04
58
26 E
210.68
to a point which was formerly the Randall M. Stanley tract, but is the same as that tract conveyed
to Quigley Properties, LLC in Book 354, Page 372, Madison County Registry; thence, along and
with said Quigley Properties, LLC tract (formerly Randall M. Stanley), the following successive
courses and distances:
Deg
Sec
Min
Feet
N
04
58
26 E
25.85
N
04
58
26 E
32.02
N
08
24
33 E
129.71
N
03
24
52 E
69.74
N
05
07
25 E
206.48
N
05
45
17 C
103.17
N
11
48
59 E
195.91
N
09
52
43 E
100.94
N
18
39
35 E
156.04
N
33
56
15 E
252.82
N
27
17
22 E
101.47
N
04
25
37 W
112.70
N
78
02
28 W
203.67
N
83
00
11 W
189.03
N
88
06
20 W
146.41
N
81
51
18 W
102.90
HD: 48J7-5264-2241, v. 1
LL0/OLO'd V920 ZZ:ZO 60OUZZ/90 9LLE NZ HO saaugaed apLsa11gh:WOJJ

Deg
Sec
Min Feet
N
71
'54
56 W
48.85
N
29
06
52 W
108.76
N
02
39
03 W
153.84
N
22
16
24 W
142.85
N
08
36
02 W
120.19
N
23
02
31 W
110.02
N
40
11
22 W
101.29
thence, North 50 deg. 30 min. 05 sec. East 115.69 feet to a point in the center of N. C. Highway
209; thence, along and with a spring creek tributary, which is a common boundary with the Ball
City Church property and the•Randall M. Stanley property as described in Book 204, Page 232,
the following successive courses and distances:
17-1 Deg Sec Mica .Feet
711 1711 CA nn irr I i en

Im
corrected by re-record in lleed Book 354, at Page 534, Madison County Registry.
NA: as37-s2oa-zz41. v. i
LLO/LLO'd ti92# ZZ:ZO 600Z/22/90 9LLE V99 8Z8 S-AOUI Pd 8pts8IT4h:wOJJ

Deg
Sec
Min
Feet
N 79
44
34 W
105.68
N 78
50
35 W
53.97
N 80
56
00 W
224.12
N 80
56
Ol W
43.86
to the point or place of BEGINNING and containing a total acreage of 849.73 acres as surveyed
by Keith J. Plemmons, PLS dated March 2, 1999, but excluding the following tracts:
4. That real property of Paul A. Fredette as described in Book 226, at Page 688,
Madison County Registry.
5. That 1.2 acre tract of real property described in Deed Book 354, at Page 369,
corrected by re-record in Deed Book 354, at Page 534, Madison County Registry.
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