SW6100203_HISTORICAL FILE_20100201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
❑/7 HISTORICAL FILE
�❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(`
YYYYMMDD

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules:
❑ Coastal SW -1995
❑ Coastal SW - 2008
❑ Ph II - Post Construction
(select all that apply)
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICA
This form ntay be photocopied for use as an original
I. GENERAL INFORMATION
tUIVED
FES ®120
0ENR - FAVd7Eyll I E RECIONAL 0FRCE
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
New ANNT6NJ-NCS; Pxl�Ll)tnJG -9the 4FtA,&6 oR v4H5E15&f& Kf46S
2. Location of Project (sheet address):
City:tlliYSPF_NKn& PlNai County: A,LLI Zip: 20327
3. Directions to project (from nearest major intersection):
Z t WEST C& 4\& LNTEFZ56GTFaJ of SCk� RAJA Lt02 atA u&N6
4. Latitude: 35 ° l Gj ' 32 " N Longitude: -7q ° �2 ' 8 " W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): 12<ew ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* Completed* "provide a designer's certification
2. Spe5gy the type of project (check one):
ow Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, JU(R and the previous name of the project, if different than currently
proposed, 5NLtei
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major [Sedimentation/Erosion Control: 1.0 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07July2009 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proiect):
Applicant/
Signing Off
b.Contact information for
Street Address: 10
Mailing Address (if
City:
Phone: ( )
listed in item la above:
State: ✓ C Zip: Z
State:
Fax: (___ )
c. Please check the appropriate box. The applicant listed above is:
The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.) .
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
Phone:
Sta
State:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Form SWU-101 Version 07July2009 Page 2 of 7

Phone:
Fax:
4. C.ocal jurisdiction for building permits:
Point of Contact: Phone #:
IV. PROJECT INFORMATION
In the space provided below, hLjeffly summarize how the stormwater runoff will be treated.
U-912,u , r, WROIM L� r
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan orPUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the cA-�QC tR R River basin.
4. Total Property Area: 8.O acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: v acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': B • O acres
Total project area shall be calculated to exclude the following the normal pool of i npounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
W) (MHlitre, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) Brie nnay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 40
9. How many drainage areas does the project have? I (For high density, count 1 for each proposed
engineered stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07July2009 IPage 3 of

Basin`Informatlon ^ :'' ,
Draina e Area_'
Drama e,Area _
Drainage Area_:
Draina e Area
Receiving Stream Name
Stream Class *
W
Stream Index Number.
va - 23 -Cro
Total Drainage Area (so
I k sit} Sf,
On -site Drainage Area (so
l l
Off -site Drainage Area (so
- o -
Pro osed Im ervious Area** s
Q� 0.ra0 SP
% Impervious Area** total
�i0 0
drr ervious*, Surface Area
Draina `e,Area'_:
Drainage Area _
.Draina ( Area`_?`
braina e Area
On -site Buildings/Lots (so
On -site Streets (so
� l
On -site Parking (so
VV_1
On -site Sidewalks (so
t}�j
Other on -site (so
Future (s0
'WIA
Off -site (so
ilk
Existing BUA*** (sf)
2 Q GO
Total (so:
4f5 ri5a
Streant Class and Index Number can be determined at: http //h2o enr state nc tislbmis/reportslreportswts.nrmt
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will rentain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staffto check ifthe project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hn://h2o.enr.state.nc.us/su/bmp forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from hU://h2o.enr.state.nc.us/SU/bmR forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map athttp://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp forms.htm.
mhals
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http:/ /wwwenvhelp orgypages/onestopeexpress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07July2009 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
wirdfAROM
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify_
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: O 15 Qi5 Page No: 000 7Jb �7
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/``CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bml2 forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07July2009 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: L-00 ShbL'u?,
Consulting Firm: -tiiC t k (T't� Ftt�K l
Mailing Address: 10 Bal- °50b3
City: PLNBC-J 'ST State: C Zip: 'zZ)3-tg
Phone: Fax: ( qlo 1 '1�S• 3tk2D
Email: I54cWff <i?` %►��Ld lw� . cow)
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item m la) with or hjpe mne.oforganization listed in
Contact Information, itenn lb) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
a Notary Public for the State of
do hereby certify that
Date:
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 07Ju1y2009 Page 6 of 7

X. APPLICANT'S CERTIFICATION {
I, (print or hjpe name of person listed in Contact Information, item 2) -s [i ✓(fin
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwat r rules under 15A NCAC H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: Date: f/ / G
c� n (- j
I, 6usct n )�11 + a Notary Public fortheStateof/_y!L�� �GI ' IYlI County of
do hereby certify that �rQ ✓PY 1 /T : La& / l personally appeared
before me this � day of �+1 l:�l �'� O and a nowledge a execution of the application for
a stormwater permit. Witness my hand and official seal, t K
SEAL r ; •'" ....
My commission expires <� ,� ' ••.... • '''
I''h4mu„a..
Form SWU-101 Version 07July2009 Page 7 of 7

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www.halowensoil.com
21 January 2010
Mr. Glenn Bradley
Post Office Box 1463
Southern Pines, NC 28388
Reference: Soil Scientist Report for Infiltration Basin
Whispering Pines Maintenance Building
NC PIN 858408997379; Moore Co. I.,RK 20000179
Dear Mr. Bradley,
FES 0 9 20
DENR-FAYE r pm I.F PE00NAI OFFICE
A site investigation has been conducted for the above referenced project, located north of
Flardec Road, McNeill Township, Moore County, North Carolina. The purpose of this
investigation was to determine the depth to evidence of a seasonal high water table in the area
proposed for an infiltration basin. All soil characteristics were made in accordance with the
USDA Field Book for Describing and Sampling Soils. This report represents my professional
opinion as a Licensed Soil Scientist.
It is my understanding that an existing sediment and erosion control device will be
converted to an infiltration basin. Auger borings were advanced at two locations within the
bottom of the sediment basin (see attached map). Soil morphological characteristics indicating a
seasonal high water table (SFIWT) were not observed within 84 inches at either location. A soil
profile description was collected at each location and is attached to this report.
1 appreciate the opportunity to provide this service and trust that you will feel free to
call on me again in the future. If you have any questions or need additional information, please
contact me at your convenience.
Sincerely
i
Hal Owen
Licensed Soil Scientist
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Location of Soil Profiles
�.XIVI 6�.M N m MYm.�. mhf PN PM NMII MFI.
MNmuu h'bl. rnna. mmaw mw�., u::.b`�°"� yam ��irm f
.I h.N .MW Y Ymhtl. IYMM pM LIivO.. vl IImL •••
�. In0'naYn Mtn [wp olKt
} �YmYm. K IIMm�m �utlY Y9¢Y B.Rn C
roK b� wn maY O Ynb✓. ��� �
YmMI
Omn
C.
a;
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT DEVICES
CLIENT: Glenn Bradley OWNER:[] AGENT:® PHONE:
PROJECT NAME: Whisocrine Pines Maintenance Buildine
PROPOSED FACILITY: Infiltration Basin
LOCATION OF SITE: Hardee Road, McNeill Township COUNTY: Moore
EVALUATED BY: Hal Owen, NC Licensed Soil Scientist
DATE EVALUATED: 13 January 2010 1?VAI,UA'I'ION MII'IJOD: Augcr Boring ®, Pit ❑
PROFILE: 1
HORIZON
DLPIII
MATRIX
MOTTLES
TEXTURE
STRUCIURF
CONSIS-
PIiRMEA13I1"
NOTES
IN
TENCE
I Y IN/I3R
0-16
brownish
I'S
2 M GR
VFR
10.0
yellow
16 24
yellowish
SL
2 M SBK
FR
5 0
brown
24-31
yellowish
reddish yellow
Si-
IMSBK
FR
40
brown
& pale yellow
few 2 chroma;
31-37
yellowish
red: and
SCI,
I M S13K
17R
2.0
brown
ale yellow
37-51
variegated
SCI-
1 C SBK
FR
1.0
yellowish
pale yellow and
S1-66
brown
brownish
yellow
SL
I M SDK
FR
2.0
66-84
red
yellow and pale
SCI,
I C SBK
FR
LS
yellow
AWT
>84 inches
SHW'l'
>84 inches
SLWI'
SLOPE
DRAINAGE
SOII, S17RI17S
VEGETATION
COMMENTS:
lowchroma mottles (31 to 51 inches) appear lilhochromic
Soil Science Investigations 0 Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT DEVICES
CLIENT: Glenn Bradley OWNER:[—] AGENT:® PHONE:
PROJECT NAME: Whispering Pines Maintenance Building
PROPOSED FACILITY: Infiltration Basin
LOCATION OF SITE: Hardee Road- McNeill Township COUNTY: Moore
EVALUATED BY: Hal Owen- NC Licensed Soil Scientist
DATE EVALUATFD: I3 January2010 EVALUATION MEfliOD: Auger Boring ®, Pit ❑
PROFILE: 2
HORIZON
DEP"111
MATRIX
MOTTLES
TEXTURE
S'I'RUCruRI,
CONSIS-
PERMEABIL
NO'fEs
IN
'FENCE
ITY IN/FIR
0-14
brownish
I'S
2 M GR
VFR
10.0
yellow
brownish
yellowish
yellow,
14-25
brown
yellowish
SI,
2 M SBK
PR
4.0
brown, and pale
yellow
reddish brown,
25-34
yellowish
yellowish
SCI.
I M SBK
FR
2.0
brown
brown, and
a
3443
red
gray and yellow
SO,
1 C SBK,
FR
1.0
few medium
43-60
red
yellowish
SCI.
2 M SBK
FR
20
brown
60-84
red
SL
2 M SBK
17R
3.0
AWT
>84 inches
SIIWI-
>84 inches
SLWI'
SLOPE
DRAINAGE,
SOIL sl:REFS
VEGETATION
COMMENTS:
low chroma mottles (25 to 43 inches) appear lithochromic
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
LEGEND OF ABBREVIATIONS FOR SOIL PROFILE DESCRIPTIONS
TEXTURE
S - Sand
LS - Loamy Sand
SL - Sandy Loam
L - Loam
SCL - Sandy Clay Loam
CL -Clay Loam
SiL - Silt Loam
Si - Silt
SiCL- Silt Clay Loam
SC - Sandy Clay
C - Clay
Sic - Silty Clay
O - Organic
MOTTLES
f — few
c — common
m — many
STRUCTURE
0 - structureless
I - weak
2 - moderate
3 - strong
MOIST CONSISTENCE
L
- Loose
VFR
- Very Friable
FR
- Friable
FI
- Firm
VFI
- Very Firm
EFI
- Extremely Firm
AWT—Apparent Water Table
SHWT—Seasonal High Water Table
SLWT—Seasonal Low Water Table
I - fine F - Faint
2 - medium D - Distinct
3 - coarse P - Prominent
VF
- very tine
G
- Single Grain
F
- fine
M
- Massive
M
- medium
CR
- Crumb
C
- coarse
GR
- Granular
VC
- very coarse
SBK
- Subangular Blocky
ABK
- Angular Blocky
PL
- Platy
PR
- Prismatic
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

ST 2010
............ . ..........
-- ------- ------- -
------ --- --
Cf
M.Gy✓J-----------
--- - - ----------- --

GBD/B
Environmental and Conservation Planning
January 26, 2010
NCDENR
Division of Water Quality
225 Green St., Suite 714
Fayetteville, NC 28301
RE: Whispering Pines Maintenance Building
Michael,
Please find the following narrative in response to the questions for Stormwater Permit Application form
VI (5).
1) Stormwater treatment for the above referenced project shall consist of sheet flow
across impervious surfaces to grass lined swales, reinforced with netting, leading to a
storage infiltration basin sized for a 1-1/2 " rain event. All excess will be drained
through a stone outlet to undisturbed woodland and understory vegetative areas.
2) Maintenance shall follow the instructions on sheets L-1 and L-6 for clean -out of
sedimentation, repairs and mowing.
Thank you.
5_7�
Glenn Bradley, GBD/B
GBID/H
PO 11Ox 1463 SOl I'rHERN PINIZS. NC 28.i98 (910315-0466 GMAH,: gbradlcyl Iliin c.ir.wm

r
Precipitation Frequency Data Server Page 1 of 3
RErENC1a i
h � POINT PRECIPITATION
FEB 0 O FREQUENCY ESTIMATES ;
FROM NOAA ATLAS 14
North Carolina 35.251 N 79.351 W 374 feet
DENR- FAYEMLLE RECIOMLOFRCE from "Precipitation -Frequency Alias othe Limited SuiNOAA Aaaal4,volume2,Version 3
_ G M. Form, 1), Martin, n. Lin, T. Parrybok, M,Yekta, and 1). Riley
NOAA, National Weather Service, Silver Spunµ, hfaryland, 2004
Extracted: Mon Jan 252010
Confidence Limits Seasonality Location Maps Other Info. OIS data Maps Docs Return to state Map
Precipitation Frequency Estimates (inches)
(y nrs)
m nn
m n
n
m n
m�ln
mmin
3 hr
6 hr
12 hr
2J hr
48 hr
4 day
7 j
�1
0.44
0.71
0.88
1.21
L51
1.77
1.88
2.24
2.65
3.10
3.62
4.07
4.68
5.34
7.20
8.95
11.33
13.60
0.52
0.83
1.05
1.45
LR2
2.15
2.2R
2.71
3.20
3.75
4.36
488
5.5')
G.3C,
R.51
10.54
13.29
15.90
00.61
0.97
L23
1.75
2.24
2.68
2.85
3.40
4.04
4.71
5.45
6.04
G.83
Z66
10.07
12.28
15.22
18.01
10
0.67
L07
1.35
1.96
2.55
3.08
3.30
3.94
4.71
5.48
6.32
6.95
7.R1
R.GR
11.30
13.62
16.71
19.64
25
0.74
1.18
1.49
221
2.94
3.60
3.91
4.69
S.G3
G.52
7.49
8.21
9.16
10.05
12.95
15.39
18.63
21.73
50
0.79
1.25
L59
2.39
3.24
4.00
_
5.28
6.39
7.36
8.42
9.21
10.24
11.13
14.24
16.75
20.10
23.31
100
0.83
1.32
1.67
2.56
3.53
440
4.8-81
Efl
7.17
8.21
9.37
10.24
I1.34
12.23
I5.55
I8.11
E52
24.84
200
0.87
1.39
1.75
2.72
3.82
4.80
5.38
6.53
8.01
9FO97
10.36
11.30
12.48
13.34
16.87
19.45
22.93
26.33
500
0.92
1.46
1.83
2.92
4.19
5.33
6.08
741
9.1810-3
11
11.7111
12.75
14.04
14.85
18. 77
21.26
2478
2827
1000
0.96
L51
1.89
3.06
4.47
5.75
6.64
8.12
10.13
IL27
12.78
13.90
15.27
IG.03
20.08
22.66
26.18
29.72
These precipitation hequency estimates are based on a carnal duration series. ARI is to Average Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Founalling forces estimates near zero to appear as zero.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
tRI** S 10 IS 30 60 120 3 6 12 2J J8 J 7 10 20 30 JS 60
(years) min min min min min min hr hr hr hr hr do Aa da dayday day day
Q49
0.78
0.98
1.34
1.67
1.99
2.10
2.49
2.94
7.36
3.91
435
5.00
5.68
7.63
9.47
11.97
14.32
0.58
0.93
I.16
L61
2.02
2.40
2.55
3.01
3.56
4.07
4.71
5.22
5.97
6.76
9.02
ILI5
14.03
16.73
0.67
1.08
1.36
I )4
2.4ri
3.00
3.19
3.76
4.47
5.12
SB9
6.45
7.30
R.17
10.67
12.98
16.05
18.94
10 10.74
L IS
L50
2.17
2.82
3.44
3.68
4.36
5.20
5.94
6.82
7 42
8.34
9.22
11.96
14 40
17.62
20.65
25
0.82
1.30
1.65
2.44
3.25
4.02
4.35
5.16
G.20
7.07
8.08
8.77
9.78
10.G7
13.72
16.28
19.64
22.86
50
0.87
1.39
1.75
264
3.58
446
4.88
5.81
7.02
7.97
9.08
9.83
10.94
11.82
15.10
17.73
21.19
24.53
100
0.92
1.46
1.85
2.R3
3.90
4.91
5.42
6A8
7.87
8.90
10.12
10.93
12.12
12.99
16.49
19.18
22.71
26.16
200
0.97
1.53
1.93
3.01
4.22
5.35
5.98
Z 17
8.79
9.85
I L 19
12.08
13.35
14.19
17.91
20.63
F24 201
27.76
500
1.02
1.61
2.02
3.22
4.62
5.95
6.76
8.13
10.07
11.17
12.66
13.65
15.04
15.82
19.86
22.59
26.19
29.87
1000
1.06
1.67
2.09
3.38
4.94
6.41
7.38
8.92
I L 10
12.22
13.85
14.89
16.3H
17.09
21.38
24.12
27.70
3 446
The upper bound of the conftlence interval at 90% confusion level is the value which 5%of me simulated quantlle values for a given frequency are greater tan.
"These precipitation frequency estimates are based on a owed durafon series. ART is to Average Recurrence Interval.
Please refer To ROAA Atlas 14 Document far more intermeter. NOTE: Fermanng prevents estimates new zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
vRl** 5 10 IS 30 60 120 3 6 12 2J JS J 7 10 20 70 JS 60
(years) min min min min min min hr hr hr hr hr day Jay clay day day Jay day
�1
0.40
Q64
O.RO
1.10
1.37
1.60
1.70
2.04
2.40
2.R7
3.3-71
3.80
4.38
5.04
6. 00 1
8.46
10.75
12.93
00.47
0.76
0.95
1.32
L65
1.94
2.06
2.47
2.91
3.47
4.06
4.57
523
6.00
8.04
9.97
12.6-o
15.10
�0.55
0.88
L11
L58
2.03
2.42
2.58
3.09
3.G5
4.36
5.06
5.64
6.3R
7.21
9.50
11.61
14.41
17.09
10
0.60
0.97
1.22
1.77
2.31
2.77
2.98
3.57
4.24
5.05
5.85
6.49
7.2R
R.17
10.64
12.87
15.81
18.62
25
0.67
LO6
1.34
1.99
2.65
3.22
F 5-01
EQ
5.04
6. 00 j
6.91
7.63
8.52
Ejj
12.17
14.51
17.60
20.58
50
0.71
1.13
1.43
2.15
2.91
3.56
3.91
4.71
5.68
6.75
7.75
8.54
9.50
10.42
13.36
15.76
18.95
22.04
100
0.74
L18
L50
2.29
3.15
3.89
4.31
5.21
6.32
Z51
8.60
9.45
10.49
11.41
14.54
17.00
20.25
2344
200
0.78
L23
L55
2.42
3.39
4.22
4.72
5.72
6.98
9.47
10.40
11.52
12.41
15.73
18.24
21.53
24.80
500
0.81
1.28
1.61
2.57
3.69
4.64
5.27
6.41
7.RR
9.36
10.66
11.69
12.89
13.76
I7.33
19.85
23.18
26.57
1000
0.84
1.32
Ib5
2.6R
3.91
4.95
5.69
6.93
R.57
10.20
11.59
12.70
13.97
14.81
18.56
21.07
24.42
27.88
The lows bound of to confidence interval at 90%confidence level is to value which 5%of to simulated quande values for a given frequency are less than,
These precipitation frequency estimates are based on a oartlal duration maxima series. ARI is to Average Recurrence Interval.
http://hdsc.nws.noaa.gov/cgi-binlhdsc/btiitdoiit.pert?type=pf&units=us&series=pd&statena... 1 /25/2010

Precipitation Frequency Data Server
Page 2 of
pea referro NOAA Atlas 14 Occurrent for more infoimAon.NOTE: Formaing preventsestimatesnear uroloappearas zero.
Text version of tables
1 2 5 10 es 50 100 200 500 1000
Average Recurrence Interval (years)
Nan Jan 25 M 42:53 2010
Duration
-men
leu-m
40-hr -m-
30-day +
10-min
3-hr -s-
4-day —
45-day —
15-min t
6-hr
7-day -4-
60-day -m-
30-min -m-
12-hr
10-day ,
60-min -«-
24-hr
20-day .
30
29
20
27
26
25
24
23
22
21
20
v 19
y l8
q V
I6
15
IO
m 13
l2
a is
a e
7
6
s
9
3
2
1
B
Partial Duration based Point Precipitation Frequency Estimates - Version: 3
33.251 N 79.351 N 374 it
r'
.►
��G
Mill
ter_
�r�rr������������
n d o. Duration
Non Jan 25 00,42,53 2010
Average Recurrence Interval-
(years)
1 m-
5u
2 .
100 —
5
200 +
10 -a-
500 -,-
25 -at-
1000 -a-
Maps -
http://hdsc.nws.noaa.gov/cgi-binlhdsc/buildout.perl?type=pf&units=us&series=pd&statena... 1 /25/2010

Precipitation Frequency Data Server
Page 3 of 3
These maps ware peamod udng a duel map request tan the
U.S. Census Bureau Meseta and Caloarathk Remurtes
Tima Mao Bever.
Pirnv nWLL1elmerfi" mnrr i fi,, nim,
LEGEND
— State — Connector
— County Stream
O Indian Rosy O Military Area
Lake/Pond/Ocean E.v National Park
— Street = Other Park
Expressway O City
— Highway 0 2— CBunty6 a at
Scale 1: 228583 22 ii
*average --true scale deoends on monitor ereset utkon
Other Maps/Photographs -
View USGS digital orthoohoto uuadranele tD00) covering this location from'rcrraServer, USGS Aerial Photograph may also be available
from this site. A DOQ is a computer -generated image of an aerial photograph in which image displacement caused by terrain relief and camera
tills has been removed. It combines the image characteristics of it photograph with the geometric qualities of a map. Visit the USGS for more information.
Watershed/Stream Flow Information -
Find the Watershed for this location using the U.S. Environmemal Protection Agency's site.
Climate Data Sources -
Precipitation frequency results are based on data frorn a variety of sources, bar largely NCDC'. "1'he following links provide general information
about observing sites in the area, regardless of if their data was used in this study. For detailed information about the stations used in dls study,
please refer to NOAA Atlas 14 Document.
Using the National Climatic Data Center's (NCDC) station search engine, locate other climate stations within:
+/-30 minutes _.0R +/-1 degree of this location (35.251/-79.351). Digital ASCII data can be obtained directly from NCDC.
Hydrometeorological Design Studies Center
DOCNOAANatlonal Weather Serviee
1335 Bast -West Ilighway
Silver Spring, MD 20910
[phone]
Questions?: HDSC Aueaat... Qtuaa uov
Diaclaimer
http://hdsc.nws.noaa.gov/cgi-binlhdsc/buildout.perl'?type=pf&units=us&series=pd&statena... 1 /25/2010

'Precipitation Frequency Data Server Page 1 of 3
POINT PRECIPITATION /401 j
FLS 0 Y 2W FREQUENCY ESTIMATES i g
FROM NOAA ATLAS 14 OW
EDENRAYEffE LERECOONALOMCE Pia, North Carolina eUrim St79.383A 400feet
from"Preci tf F roliofthe United IN 79.NOAA 4014,Volume 2, Version3
G.M. Bonnin, D. Martin. 13. Lin.'1'. Pxraybek. M. Yekm, and D. Kiley
NOAA, National Weather Service, Silver Spring Maryland, 2004
neoacted: Man Jan 25 2010
Confidence Limits Seasonality Location Maps Other Info. GIS data Maps Docs Return to State Map
Precipitation Intensity Estimates (in/hr)
ARIw)
(yenta
5 min
10
mm
mm
30
mm
�
mm
120
min
3 hr
6 hr
12 hr
24 hr
48 hr
Ja
July 11
day
dal 11
daX 11
da
Ja
=I
5.32
4.24
3.54
2.42
1.51
O.R9
0.63
0.38
0.22
0.13
0.08
0.04
0.03
0.02
0.02
0.01
0.01
0.01
�2
6.28
5.02
4.21
2.91
1.82
1.08
0.76
O-46
0.27
0.16
0.09
0.05
0.03
0.03
0.02
0.01
0.01
0.01
7.28
5.84
4.92
3.50
2.24
1.34
0.95
0.57
0.34
0.20
0.1 I
r0 061
0.04
0.07
0.02
0.02
0.01
0.01
10
8.02
641
5.41
3.92
255
1.54
I.10
0.66
0.39
0.23
0.13
0.07
0.05
0.04
Q02
0.02
0.02
0.01
25
8.R4
7.05
5.96
4.4I
2.94
LRO
L30
0.7R
0.47
0.27
0.1E
0.09
0.05
0.04
0.03
0.02
0.02
0.02
50
9.42
7.50
6.33
4.77
3.23
1.99
L45
O.RR
0.53
0.31
0.18
0.10
0.06
0.05
0.03
0.02
0.02
0.02
IUU
9.95
7.90
6.66
5.10
7.51
2.19
1.61
0.95
0.59
0.34
0.20
0.11
0.07
0.05
0.03
0.03
0.02
0.02
200
10.42
8.25
6.94
5.40
7.79
2.3R
1.78
Lo
0.66
0.38
0.22
0.12
0.07
0.06
0.04
0.03
0.02
0.02
500
10.94
8.65
7.26
5.78
4.14
2.63
2.00
1.22
0.75
0.43
0.24
0.13
0.08
0.06
0.04
0.07
0.02
0.02
1000
11.34
8.93
7.47
6.05
4.42
2.83
2.17
1.33
0.83
0.47
0.27
0.15
0.09
0.07
0.04
0.03
0.02
0.02
These precipitation frequency esbmabes are based on a paaal durappat wages. AN is the Average Recurrence Interval.
Please refer to NOAA All 14 Docanent for me information. NOTE: Formaltng forces saboteurs new zero to appear W zero.
* Upper bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr)
Alit««
(years)
nun
10
min
IS
In
30
min
60
min
120
min
hr
�F
It
12
hr
24
hr
48
hr
�4
Jay
Jay
M
10
day
tf
Jay
3U
Jay
45
Jay
60
city
5.89
4.70
3.92
2.69
1.68
L00
0.70
0.42
0.24
0.14
FONT
0.03
0.02
0.02
0.01
0.01
0.01
F2
6.97
5.57
4.67
3.23
2.02
1.21
0.85
0.50
0.30
0.17
0.10
0.05
0.04
0.03 1
0.02
0.02
O.OI
0.01
F8 -09jE4T]Efl
3.88
2.49
1.50
1.06
0.63
0.37
0.21
0.12
0.07
0.04
0:03
0.02
0.02
0.0
00.01
10
8.R8
7.10
5.99
4.74
2.82
1.72
1.22
0.73
0.43
0.25
0.14
0.08
0.05
0.04
0.02
0.02
0.02
0.01
25
9.79
7.80
6.59
4.88
3.25
2.00
1.44
0.86
0.51
0
0.17.30
0.09
0.06
0.04
0.03
0.02
0.02
0. 22
F-50-1
10.43
8.30
7.01
5.28
3.SR
2.22
1.62
0.97
0.58
0.33
0.19
0.10
0.07
0.05
0.03
0.02
0.02
0. 22
IUO I
11.00
R.74
7.3E
S.E4
3.RR
2.44
1.79
1.07
0.65
0.37
0.21
0.11
0.07
0.05
0.03
0.03
OA2
0. 22
200
11.52
9.13
7.68
5.98
4.19
2.65
1.97
1.19
0.72
Q41
0.23
0.13
0.08
0.06
0.04
0.03
0.02
0. 22
500
12.10
9.57
R.03
6.39
4.SR
2.94
2.22
1.34
0.83
0.47
0.2E
0.14
0.09
0.07
0.04
0.03
OF02-1
0. 22
IOUO
12.54
9.88
8.26
6.G9
4.R8
3.15
2.42
L47
0.91
0.51
0.29
0.16
0.10
0.07
0.04
0.03
0.07
0. 22
TM upper bound of the mn0tletge interval at 90% wonderful level is the value which 5%of the simulated quanble values for a given frequency are greater than,
"These precipitation frequency estimates are based on a oareal duration series. ARI is the Average Recurrence Interval.
Pleasa refer to NOAA Alas 14 Document fa more information. NOTE: Formatng prevents astimaes new zero to appear as xro.
* Lower bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr)
69 17 24 10 60
(years) m n min m n m n m n min hr hr hr I r I R dny day dny d y Flny Jny Jxy
�1
4.82
3.85
3.21
2.20
L37
0.80
0.57
0.34
0.20
0.12
OF07-1
0.04 I
0.03 I
0.02 I
0.01 JEJ
0.01 1
0. 11
05.70
4.56
3.82
2.64
LE6
0.97
0.69
0.41
0.24
0.14
O.OR
0.05
OF031
oFO31
0.02
0.01
0.01
0. 11
=6.61
5.29
4.46
3.17
2.03
1.21
0.86
0.52
0.30
O.IS
0.1I
0.06
0.04
0.03
0.02
0.02
0.01
0. 11
F107
7.26
5.80
4.89
3.55
2.31
1.38
0.99
0.60
0.35
0.21
0.12
0.07
0.04
0.03
0.02
0.02
0.01
0.01
25
7.96
6.34
5.36
3.97
2.64
1.60
L16
0.70
0.42
0.25
0.14
0.08
0.05
0.04
0.03
0.02
0.02
0. 11
50
SA6
6.73
5.68
4.28
2.90
1.77
1.30
0.78
0.47
0.28
0.16
0.09
0.06
0.04
0.03
0.02
0.02
0. 22
100
R.RR
7.06
5.94
4.55
3.13
1.93
1.43
O.R7
0.52
0.31
O.IR
0.10
0.06
0.05
0.03
0.02
0.02
0.02
200
9.25
7.33
6.16
4.80
3.37
2.09
1.56
0.95
0.58
0.34
0.20
0.11
0.07
0.05
0.03
0.03
0.02
0.02
500
9.62
7.61
6.39
5.08
3.65
2.29
1.73
1.06
0.65
0.39
EKIETI-081
0.06 I
0.04
0.03
0.02
0.02
IUUO
9.90
7.79
6.52
5.2R
3.85
2.44
1.86
1.14
0.70
0.42
0.24
0.13
O.OR
0.06
0.04
0.03
0.02
0.02
:The lower bound of the wnOdi ns, interval at 90%nnbden er level is the value which 5%of the simulated quan0le values for a given frequency are Ins than,
These precipitation frequency estimates are based on a"A duration maxima series. ARI is the Average occurrence Interval.
http://hdsc.nws.noaa.gov/cgi-binlhdsc/buildout.perl'?type=idf&units=us&series=pd&staten... 1 /25/2010

Precipitation Frequency Data Server
Page 2 of 3
Please refer W NOM Mm 14 Docum et for mare infomgNon. NOTE: Formatng prevents estimates mw zero b appee as mm.
Text version of tables
t0
gdj7
c 2
w
v 1
B.%
T GT
n 3
y 0.2
V
t .1
.B%
j .B$
.03
.02
u .01
u
i
o.
001
Partial duration based Point IDF Curves - Version. 3
35.284 N 79.383 11 400 ft
NOON
v.
NONONNOMENON
OEM
Mon Jan 23 06:55135 2010
Maps -
Average Recurrence Interval
(years)
1-y=ar — bu-year —
2-year 100-year —
5-year 200-year +
10-year 500-year -s-
25-year -M- 1000-year -e-
These maps wee produced using a direct map request hen the
U.S. Census Bureau Mweinu and Canowaahb Remumes
Tlaer Mso Sm
reW d," set /or morn mf,rmurimr
http://hdsc.nws.noaa.gov/cgi-bin/hdsc/buildout.perl'?type=idt'&units=us&series=pd&staten... 1 /25/2010

, Precipitation Frequency Data Server
Page 3 of 3
LEGEND
— State
— Connector
— County
Stream
0 Indian Resv
p Military Area
Lake/Pond/Ocean
O National Park
— Street
Other Park
— Expressvay
City
—Highway D
2—Cqunty6 .8 mi
Scale 1:220503
*average --true scale depends on momtor8resoiotAn
Other Maps/Photographs -
View USGS dieilal orthonhoto aaadranele (DOU, covering [his location from TcrraScrvcr; USGS Aerial Photograph may also be available
from this site. A DOQ is a computer -generated image of an aerial photograph in which immge displacement caused by terrain relief and camera
tilts has been removed It combines [he image characteristics of a photograph with the geometric qualities of a map. Visit the USGS for more information.
Watershed/Stream Flow Information -
find the Watershed for this location using the U.S. Environmental Protection Agency's site.
Climate Data Sources -
Precipira/ion frequency results are based on tiara from a variety ofsources, but largely NCDC. The following links provide general information
about observing sites in the area, regardless of if their data was used in this study. For detailed information about rile stations used in this study,
please refer to NOAA Atlas 14 Document.
Using the National Climatic Data Center's (NCDC I station search engine, locate other climate stations within:
+/-30 minutes ...OR... f +/-1 degree I of(his location (3528409.383). Digital ASCII data can be obtained directly from NCDC
Ilydromen9r919gicvl Design Smdin Center
DOONOAA/National Wcatho Service
1315 rub Wen Highway
Silver Spring..N D 10910
[phone]
Questions?: 11D5C Ounfions c2noea aov
Disclaims
http://hdsc.nws.noaa.gov/cgi-binlhdsc/buildout.perl?type=idf&units=us&series=pd&staten... 1 /25/2010

(Page71 of 2)
1 1.
fpORE C011m EC
01/10/2000
4
$400.00
Byhn"q`fH ��
Dui' Lsa.yj/
Real Estate
Excise Tax
a ¢ a
a a
L Cr N Excise Tax $ 400.00
BOOK PACE
01585 00038
ii JIM 10 P T 18
MRS. 1UDITH M. ADAMS
REGISTER Of DEEDS - fdODRE COUNTy
CARTHAGE, NORTH CAROLINA 28327
Recording Time, Book and Page
TaxLot No. ..... ._._..... ... _......................................... ......... ............... Parcel Identifier No. ...... ......... .... ....................................................
Verifiedby....................................................................... County on the ................ day of ................
by..............................................................................................................................................................................................................................
Mailafter recording to ............ ............ ...... ............. ................ ,.................. ........ ...___ ...... ..,............ .
................................................................
tinily A. Tobias, Attorney
... ... ....................... ...... ... ......
This instrument was prepared by THIGPEN AND JENKINS, LI P, 131 S. MIDDLETON S fREET ROBBINS NC 27325.0792
Brief description for the Index LT 8.0 ACRES (+/-); MCNEILL TOWNSHIP,
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this .....6th..... day of ..... ............... I...:I,anuary 2000.., by and between
GRANTOR
ROBERT LEE BIBEY and wife,
NANCY CAROL BIBEY
2661 NIAGARA-CARTHAGE RD.
CARTHAGE, NC 28327
Enter In appropriate block for each party: me r, address, and, if appn
GRANTEE
VILLAGE OF WHISERING PINES, INC.
10 PINE RIDGE DRIVE
WHISPERING PINES, NC 28327
O
O
CD
.t
O
,priate, character of entity, e.p. 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 ........ WHISPERING PINES MCNEILL Township,
MOORE - County, North Carolina and more particularly described as follows:
...............
BEING ALL OF TRACT ONE (1) CONTAINING 8.00 ACRES MORE OR LESS AS SHOWN ON THAT CERTAIN MAP OR PLAT
ENTITLED "SURVEY FOR: R.L. BIBEY AND WIFE, NANCY C. BIBEY, MCNEILLS TOWNSHIP, MOORE COUNTY, NORTH
CAROLINA," DATED OCTOBER 7, 1999 AND DRAWN BY DAVID F. BLUE, PLS L-3958, AND RECORDED IN PLAT CABINET
7, SLIDE 634, MOORE COUNTY REGISTRY.
FOR FURTIIER REFERENCE SEE DEED BOOK 412, PAGE 442 AND DEED BOOK 220, PAGE 33, MOORE COUNTY REGISTRY.
THE LAW FIRM OF THIGPEN AND JENKINS, LLP, HAS NEITHER EXAMINED NOR CERTIFIES TITLE AND HAS
CONDUCTED NO CLOSING ON THE ABOVE DESCRIBED'TRACT OF LAND.
�.c. n.r ae.ae. V.I. No. L-r a tare. aerbae Iatr.
Of��Y )

(Page L of 2)
BOOK PAGE
01585 00038
gpeas cwafr ac
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$400.00
n.n'll, (y�
DLi"
Baal Estate
Exei" TO
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$400.00
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ZED JAN 10 P 2; 18
MRS. 1UDITH M. ADAMS
REGISTER OF DEEDS - Id00RE COUNTY
CARTHAGE, NORTH CAROLINA 28327
Roc dine Tlma. Bmk am Pax
Tax Lot No_.. _ .................... __. _. ..__......_. Parcel Identifier No. .......,..... __...._.... ........., _....
Verified by .. ......... ...... ........'.. ........ County.on the.... :. ...... day
by........ ........... .... ................. .... ......_...... .
Mailafter recording to ........ ...... . .................... ......... ....... .... .............................. .._.._._......... ..................... ................ ...........
Gall ly A Tobias,,., Attorney,,,,..., ...................
This instrument was prepared by FHIG1 FN AND li NKINS, LLP 131 S. MIDDLE ION STREET ROBBINS, NC 27325-0792
............_ ......_.... ......... ......-..... ............ .......... .... ......... .......... ....
Brief description for the Index LT8.0 ACRES(+/-); MCNEILLTOWNSHIP,
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this .....6m...... day of ........................January....
GRANTOR
ROBERT LEE BIBEY and wife,
NANCY CAROL BIBEY
2661 NIAGARA-CARTHAGE RD.
CARTHAGE, NC 28327
Enter In appropriate block ter each party: name. address, and, It appn
2000 by and between
GRANTEE
VILLAGE OF WHISERING PINES, INC.
10 PINE RIDGE DRIVE
WHISPERING PINES, NC 28327 -
0
CD
0
S
r
0
pdale. elmntly of enlily, a.e, torprWen or partnmekl0.
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, had 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 ......... HISPERING PINES MCNEILL Township,
MOORE .. County. North Carolina and more particularly described as follows:
BEING ALL OF TRACT ONE O) CONTAINING 8.00 ACRES MORE OR LESS AS SHOWN ON THAT CERTAIN MAP OR PLAT
ENTITLED "SURVEY FOR: R.L. BIBEY AND WIFE, NANCY C. BIBEY, MCNEILLS TOWNSHIP, MOORS COUNTY, NORTH
CAROLINA," DATED OCTOBER 7, 1999 AND DRAWN BY DAVID F. BLUE, PIS L-3958, AND RECORDED IN PLAT CABINET
7, SLIDE 634, MOORE COUNTY REGISTRY.
FOR FURTHER REFERENCE SEE DEED BOOK 412, PAGE 442 AND DEED BOOK 220, PAGE 33. MOORE COUNTY REGISTRY,
THE, LAW FIRM OF THIGPEN AND JENKINS, LLP, HAS NEITHER EXAMINED NOR CERTIFIES TITLE AND HAS
CONDUCTED NO CLOSING ON THE ABOVE DESCRIBED TRACT OF LAND,
v

(Page 2 tf 2)
BOOK PAGE
01585 00039
a a
The property hereinabove described was acquired by Grantor by instrument recorded in..........Book 220, V..$...............33
..................................
....................................................................................................................................................................................................................................
A map showing the above described property is recorded in Plat Book - ............... Pao ... ....... 634.....
,__.
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.
tothePme�SIIReubjeet to the following exceptions
EAS ETRCTONSOFECORD
2000 AD VALOREM TAXES.
IN WITNESS WHEREOF, the Grantor pie hereunto set his band and sea], or It corporate, has caused this tastrument to be sgwd to Be
corpedsta Unite by Its duly sumis" orofficers and Its seal a be hereunto affix" by authority of its Board of Direcan, ice day and year first
above written. ��
--------------- ROBERTTEE FEY �� t taw t
(Ceeperaa Name) a
By: -------"--------------------------------------------------
_______Pftddtht �
ATTEST:
____ -------------------------------
____________
Z - ____Secretary (California(Cwpona dean
1)
SEAL-aTA i Z NORTH CAROLINA.
6)
to
--- - - --- ------------County.
___(SEAL)
___(SEAL)
3 O O Z ROBERT LEE BIBEY and wife, NANCY
y� 0 m 0 +� 1, a Notary public of the County and Sate aforesaid, certity that _________________________________ ______
Q m rp p CAROL BIBEY
---------------------------------------------------------------------------------------------------- Grantor.
Z 0. -9 panonally appeared baton we this day and acknowledged the exeeUtlen of the foregoing instrument Wlmers my
Z p C -6th-- January 2000
y n p hand end efNeW sump m grata Wb ________ day of --------------------------------------------
^ O — pp '�"
Z O my eniamlsalOn expires: P __ ¢2_-- N. �_.e!f.�
:3 Q 7 .�.2_ 100---------------- -- a =•=--- -----_O C/CJ----__ Notary cohere
NORTH CAROLINA.
------ county.
L a Notary Public of the County and Slate aforesaid, certify that ____--- ___________________________________
personally came before me this day and acknowledged that ____ he is ___________________________ Secretary of
. --------------------------------------------------
• NorthCaeetfna corporation. and that by authority dulygiven and se, the act of the eorpersfion, the totes-ing Instrument was signed In its name by Its_______________
$ President, sealed with Its corporate seal and attested by ----------- sa Its ___________________________ Secretary.
0
Whom my bend and af11tW amp or sad. this _______dq of --------------------------•--_-------.
sty commisdot "Plro: ______________________________________________________________________ Watery Public
North Carol i n_ Mnn ro r.,,,"',
The foregoing cirtuinateb)'or--------- Angela._ G_.__AdQaCk.r._ Nut:ar7u__Perb1i__r----------------------------------------------
---------------------------------------------------------------------------------------------------- ---- --- ----------------------------------
Were certifieda be correct This instrument and this artmeste are duly rtsistered at the date and ttme and In the Book sad Pap shown on We
first page hereof.
By
OF DEEnMoore _____------- -_- --CODNTT
e cos_______ __________
-------------- Deputy/ "Iddi t-Register of Dads
N. C. Ssr Ataoc. Form No. L-7 a 1976. Revtted V 1977 NC(3A 001 ,Toftl

(Page 2 of 2)
BOOK PAGE
01585 00039
The property bersinabove described was acquired by Grantor by Instrument recorded in Book _220,.Pase
A map showing the above described Property is recorded in Plat Hook _........ ..,_. 7................. page........_ 634....,,._,
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 claim of all persons whomsoever except for the exceptions hereinafter stated.
Title
� N9fSDA1PID RESTRICTIONS OF RECORDsuD)ect to the following exceptions
2000 AD VALOREM TAXES.
ne WITNESS wasaaor, are Deanna Y. een., an de eua Ya --a. I, N ..rondo-. aY clan,[ nes Iaftn anm n be Saw 1x se
dillen w n w aanaan am.N ar a.m.",, at 1Y ewa r oln[nd Do- ass lea year oYY
carann a . In m ask,
.Mae .Nine.
nu a[Ytl sea na
>. --�� L!y_ `f ,,.______._<saau
_________________._____.___.___.______._:____..
------ ROeERTLEEEY
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la weeean seW- m
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aYLJTA�a PL
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___________ _M__O__O__R__E
a _________ cYyr,
NO{TD CwOLIN .
3
aM1.aL Halts [aJROBERT LEE BIBEY and wifc, NANCY
Nwp )auY a w seats W Elan________________________________ _______
o rn S
CAROL BIBEY G.W.
RC 7K
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oasawaW YHana Mfen m. YY ay W altwrNerN W aaamnu a la[ M1gaaS naea.aai W10en mr
= 6th January 2000
mp
head Sea afn[W neen n seal, Due __._.___ W as ----- ./�_.]7.._._..___._/_-..../_1____________________._.
BySd'Aec!�__ :/.L-0940_C_A_J_______ Nn.q ea.W
a n�0
sy [om.Yaae exane: ____________ _ ._4G71G
NOeTIS CANOLUea. -cagy.
4 . Naearr raWa a ran Ca xy W W4 YYwIY, -r WT that
y reameaUs a[.. W. an YY ely W ea seemala me, _ W Y . SnnYy a
•i ____. ._ _ . Nery C.eNW ttyeeacen, ale sen ar .heat, day
ayIII as Y W Yt a sea cello Coe raygaeS Yaralent all .leas se In waar q 1Y .
erWMb need area to ea nom, ..a ald aNeYN be ___ u Ian . _ _ seamy.
'Ia. w IIW W aIYW aa.a w Sul, eta .___--- der If -------------------------- ._------ _ .
W [[mmWlre eaoln[: .. NWy Roll[
North Carolina
The fae.rseea C."Aftete(s) al .......__?103H�.si_.G....AdCnck�.-Noiaxsc..Poabli.c____-------- _______------------------------ —
Y/lee rertll4a . a. sense Twe Y.tnmt Maa e n[mYe. an ads "Wenal aft. eau ua Wne Sae n an ewe aad ry. me— .. Me
drat W e eea.a.
___`'udith $L 9_ _. namersa or DaEDs roe_____________ .._.._----- ___.h -1 A .__.. note._.. COU.
��yp,�//����,/ ,
er ... _.___..tY"Y--'- -^_._t .. ----------- __..--- Deaab/w.0-C.-N[Yur .e na.4
N. C. ear Na[. Pam No. 43019re, an1a101977 NCBA WI
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