SW7110605_HISTORICAL FILE_20111024

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
I
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
oz/&Z/
YYYYMMDD

Tke C000al f Yser to
October 21, 2011 RECEIVED
Mr. Scott Vinson OCT 2 4 2011
NCDLNR Division of Water Quality
943 Washington Square Mall �` ,� ,
Washington, NC 27889 VWQ—WARn
SUBJFC1': Albemarle Plantation — Waterleaf Section SW71 10605
Dear Mr. Vinson,
On behalf of our client, Albemarle Plantation Holdings, I_LC, Bissell Professional Group
requests review of the following information as it relates to a response to comments
included in a letter from DWQ requesting; additional information, dated 8/10/2011,
regarding; an application for a Stornnvatcr Managenient permit for the Albemarle Plantation
Waterleaf project. The responses are outlined in the order in which the comments were
tnade.
Descriptions of the drainage easements being provided are outlined in the Operation
& Maintenance section (page 5) of the enclosed revised Storrs)water Nlanagement
Narrative. Furthermore, the easements are described in notational format on the
cover sheet of the enclosed preliminary plat as we had discussed. The IS' drainage
casements along the rear of the lots that surround the lake have also been shown on
sheet 9 of the enclosed revised plan set.
2. The high points of the roadside swalcs along Waterleaf "frail, in the vicinity of Lots
1 and 69, have been moved crest to coincide with the western boundary of the lots.
See sheets 5 and 9 of the enclosed revised plan set.
3. At the request of the developer the depth of the lake has decreased. The bottom
and top elevations of sediment storage are now 0.5' msl and 1.5' msl, respectively.
The permanent pool volume, average depth, SA/DA ratio and minimum surface
area requirement calculations have all been updated accordingly. The sediment
storage volume is not included in the permanent pool volume. Updated calculations
are enclosed along with a revised Wer-Detention Pond Supplement. Also, see sheets
9 and 15 of the enclosed revised plan set for updated areas and volumes of the
revised pond.
4. The piped inlets closest to the outlet structure have been relocated to the cast side of
a forebay berm that is now being provided across the center of the pond. The piped
inlet previously proposed between Lots 64 and 65 has been completely removed and
the drainage network reconfigured to convey runoff further east and tie into the
revised piped inlet not located between lots 60 and 61. The piped inlet previously
proposed bemveen Lots 46 and 47 has been relocated east to between I_.ots 47 and
48. See sheets 2, 6, 7, and 9 of the enclosed revised plan set.
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] ■ E-mail:[e-mail]

5. Pursuant to our previous discussions, a forebay berm has been provided across the
midpoint of the pond. All inlets to the lake have been relocated to the east side of
the berth, opposite of the outlet control structure located at the west end of the
pond. justification for the central location of this berm is based on the pond having
greater than 2 times the minimum surface area required at the permanent pool
elevation. This is discussed in the enclosed revised Stormwater Management
Narrative.
G. Finally, as also discussed, the permanent pool elevation of the pond has been revised
to 6.5' msl. This elevation meets the G" max/min tolerance stipulated in the BMP
manual based on the SI-IWT information described in the enclosed soils report
prepared by GET Solutions, Inc.
The items enclosed have been revised to reflect the changes outlined above and are intended
to replace those included with the original application submission. No changes have been
made to the layout of the proposed subdivision or the associative impervious coverages,
therefore, much of the information vlcluded in the original submission is still valid.
Enclosed are (2) sets of the revised plans, Wet -Detention Pond Supplement and Operation
& Maintenance Agreement. Also enclosed is (1) copy of the revised narrative, calculations,
soils report, preliminary plat. We apologize for the delay in response and thank you for your
time and consideration in this matter. If you require any additional information or if we
may be of assistance to you in any way, please do nor hesitate to contact our office.
Sincerely,
Bissell Professional Group
A��
David M. Klebitz
Project Manager

I #
MI, m4-
The600,6m1t1 a t5 RECEIVED
OCT' 2 4 2011
DWQ-WARO
Stormwater Management Narrative,
Calculations and Supporting Documentation
Project:
Albemarle Plantation
WATERLEAF SECTION
RESIDENTIAL SUBDIVISION DEVELOPMENT
Bethel Township, Perquimans County, North Carolina
Prepared By.
Bissell Professional Group
P.O. Box 1068
3512 N. Croatan Highway
Kitty Hawk, North Carolina 27949
,tune 02, 2011
Rev'd October 21, 2011
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] ■ E-mail:[e-mail]

Stormwater Management Narrative............................................................... 1-5
Table of Contents...............................................................
Project Overview & Developmental Activities ........................................
SiteSoils................................................................................
SiteTopography..............................................................................
Basisof Design........................................................................................
Stormwater Collection, Treatment, & Storage Overview .................. .
Operation & Maintenance.....................................................
Attachments
A: USGS 7.5 Minute Quadrangle Site Location Map
B: Pre & Post Development Drainage Basin Delineations
C: Stormwater Management Calculations
D: Soils Information
E: Preliminary Subdivision Plat
F: Wetland Delineation Map
l
2
2
2-3
3
3-5
5
1

STORMWATER MANAGEMENT NARRATIVE:
PROJECTIOVERVIEW AND PROPOSED DEVELOPMENTAL' ACTIVITIES
The following project will require a coastal county stormwater management permit pursuant to
NCDENR Division of Water Quality Administrative Code Section: 15A NCAC 211.1000, Rules for
Stormwater Management. Furthermore, in accordance with Session Law 2008-211 (Senate Bill 1967),
and pursuant to Section 2.(b)(3)(b), proposed developmental activities will result in the project being
permitted as High Density, with a total built -upon area exceeding 24%, and best management practices
being employed via vegetative conveyances and a wet -detention pond. The intent of this application is
to employ these best management practices to the maximum extent possible for all proposed
developmental activities. The proposed Waterleaf residential single family home subdivision will be
constructed within the existing Albemarle Plantation development on a 54.5 acre tract of land located
in the southern intersection of Holiday Island Rd. (SR1347) and the gravel construction Rd. in the
Bethel Township of Perquimans County.
Developmental activities within this subdivision will include the follwoing;
a) (87) 19,200 s.f. + Residential Single Family Lots, restricted to 50% coverage.
b) Approximately 5,5001.f. of 20' wide asphalt roadway.
c) The utility and stormwater management infrastructure to service the development
Pursuant to the USDA Soil Survey Manual of Perquimans County, site soils are primarily
composed of Roanoke Silt Loam. Roanoke series soils are described as being nearly level and
poorly drained with permeability rates ranging from 0.06 in/hr to 2.0 in/hr. Seasonal high water
table elevations for this soil type are typically found at or near the surface, however, they may
vary in lands that are located adjacent to low lying streams and ravines. Altered water table
depths can be a function of underlying sandy soils, typically found at depths below 54", which
can provide hydraulic connectivity to the adjoining stream, and act as a line sink to the site,
managing elevated water table conditions. Occurrences of lowered water table elevations have
been experienced throughout the Albemarle Plantation based upon similar soil and topographic
conditions. In May 2011, GET Solutions Inc. conducted on -site field investigations of the
underlying soils found at the project site. Two separate subsurface borings were drilled, (B-1) on
the westernmost edge of the proposed wet detention pond & (B-2) on the easternmost edge of the
wet detention basin. The static water levels were located at 3.90' ms] and 4.60' ms) respectively.
According Page 7 of GET's soils report, dated June 8, 2011, the seasonal high water table at the
boring locations was estimated to range between approximately 3'A' below the existing ground
surface. These depths correspond to a SHWT elevation ranging from to 7' to 8' ms]. By utilizing
the allowance 6" tolerance specified in the BMP manual, a permanent pool surface elevation of
6.5' ms] has been established for this application, (reference soils report, Attachment D).
The subject property's existing topography is relatively flat, with slopes ranging between 0-1 %
across the area of proposed development. A ravine located along the entire southern boundary of
the property slopes quickly down to a stream that flows from Holiday Island Rd. west to
Pasquotank Blvd. Elevations across the site range from 12.0 fi msl in the northwestern corner
near the intersection of Holiday Island Rd. and the Mathews Rd., to 9' ft msl along the western
portion of the property adjacent to Pasquotank Blvd. The site is predominately open agricultural
farm land with the southeastern portions partially wooded. A network of farm ditches runs north
to south across the tract with approximately 60% of the site's current runoff being directed to the
2

southern boundary stream. The stream crosses south beneath Pasquotank Blvd, and ultimately
discharges to the southern branch of Franks Creek, a tributary to Yeopim Creek and the Yeopim
River. Runoff from the remaining 40% of the site drains through two separate existing roadway
culverts located along the tracts western boundary with Pasquotank Blvd. These culverts
discharge through relatively short lengths of existing swale sections into a wetland ravine to the
west. Waters within this ravine are tributary to the northern branch of Franks Creek and
ultimately Yeopim Creek as noted above. There is approximately 1.39 acre of 404 jurisdictional
wetlands which have been identified on the site. Surrounding land use is single-family
residential. The site currently is currently undeveloped.
(Please reference the Site location Map under Attachment A and the Pre -development Drainage
Basin Exhibit under Attachment B for fiirther details)
All developmental activities are to be designed in conformity with the state requirements for
application and issuance of permits for stormwater management systems in accordance with G.S. 143-
215.1 and 15A NCAC 2H .0200 as set forth. These requirements are designed to control pollutants
associated with stormwater runoff applicable to the development of land for residential, commercial,
industrial, or institutional uses. The developmental activities described herein were designed in
compliance with the requirements as set forth for stormwater management within coastal counties
Session Law 2008-211 (Senate Bill 1967), Section 2.(b)(3)(b):
0) Development has a built upon area of greater than twenty-four percent (24%)
(ii) Control systems composed of a combination of vegetative conveyances and a wet -detention
pond designed in accordance with 15A NCAC 02H.1008
(iii) Control systems designed to store, control, and treat stormwater runoff from all surfaces
generated by one and one-half inches of rainfall
(iv) Provision of a 50' wide vegetative buffer to the blue line stream located along the
developments eastern boundary.
Design of the stormwater management lake is based on design criteria outlined in 15A NCAC
2H.1008(e) Wet Detention Pond Requirements, Session Law 2008-21]section 2.(b)(4), and applicable
chapters of the "Stormwater Best Management Practices Manual."
Additionally, in accordance with the Perquimans County's Subdivision Ordinance, on -site storage and
controlled release measures shall be provided that will attenuate post -development peak runoff rates
experienced during a 10 year storm event to those of pre -development or less. The results of these
calculations are described in the preceding section.
(See Attachment Cfor runoff, storage, and discharge calculations)
The developmental activities will consist of those previously itemized in the "Project Overview and
Proposed Development Activities" section above. Based upon the layout of the development, this
project will be considered (1) primary post -development drainage basin. The drainage basin
encompasses an overall development area of approximately 50.8 acres and, at completion, could
contain a maximum of approximately 22.33 acres, or 43.94%, of total impervious coverage. A residual
drainage area of approximately 3.6 acres will continue to drain to the existing stream located along the
parcel's southern boundary. This area will fall within a prescribed 50' vegetative buffer.
(See Attachment B post development drainage basin delineations)
3

Collection, Storage, and Disposal
The 87 residential lots will be crowned to promote sheet flow of runoff away from the building pads.
Some lots will require fill to achieve this typical crown section. Vegetative property line swales will be
provided along either side of each lot starting at a high point near the rear of the building bad and
graded with minimal slope towards the front of the lot. The property line swales will discharge to the
vegetative roadway swale located along the front of the property. Runoff generated from the
roadways, driveways, and front portions of the lots will primarily sheet flow directly into the roadway
swales. Roadway swales will graded with a minimum slope and convey runoff to multiple pond inlet
points sited throughout the development, either by way of vegetative conveyance or a discrete pipe
collection network. These networks will primarily be comprised of a series of connected drop inlets
and/or roadway culverts with a pipe conveyance to the central slormwater management pond. Pipe
conveyance networks are provided as an alternative to deep conveyance swales which would limit
impacted property owners and their ability to develop the individual lots. However, where permissible,
vegetated lengths of primary inlet swales for connectivity to the wet detention basin will be
constructed with minimal longitudinal slope and 6:1 horizontal to vertical side slopes.
The central stormwater management pond has been designed at a minimum to provide runoff
attenuation from a 10 year, 24 hour, 5.9" storm event as required by Perquimans County. At the
permanent pool water elevation of 6.5' ms], the pond will have a surface area of 3.61 acres, which is
greater than 2 times the minimum surface area of 1.74 acres required in accordance with state
regulations. A 1.5" rainfall event will result in a temporary pool elevation of 7.3'msl. Furthermore, to
meet local requirements, a 10 yr rainfall event will reach a stage elevation of approximately 8.5'. This
leaves 2.0' of freeboard to the average existing grade of the site 10.5'. Discharge rates from the pond
will be routed through the provision of a 2 stage outlet control structure located at the southern end of
the pond. The first stage of drawdown is provided to manage the 1.5" water quality volume required
by the state. This is achieved through a 6" diameter orifice located at the permanent pool elevation
6.5'ms1. With a discharge rate of 0.49 cfs., which is less than the subject property's pre -development,
1-yr, 24-hr peak discharge rate of 1.13 cfs., the pond will drawdown the 1.5" event volume over a
period of approximately 3.2 days. The second stage of drawdown is provided to attenuate the 5.9", 10
yr water quantity event as required by Perquiman's County. This is achieved through a 7' wide weir
located at the maximum water quality stage elevation of 7.3' msl. The weir has been designed to
control discharge rates to 40 cfs resulting in a maximum stage elevation of 8.5'msl within the pond.
This 40 cfs rate is slightly less than the 10 year discharge rate of the pre -development drainage area to
which the outlet structure has been designed to discharging to, Drainage Area `B." The routed
stormwater leaving the outlet control structure will travel through a proposed outlet swale to two
proposed 24" dia. culvert pipes, which will replace the existingl8" dia. single existing culvert under
Pasquotank Blvd. From these culverts, flow will continue downstream via an improved vegetated
Swale which outlets into the existing wetland bottom to the west.
Please note that the attenuated post -development 10 year discharge rate of 40 cfs is less than half that
of entire tracts combined pre -development discharge rate of 97 cfs.
Treatment
Pollutant laden runoff from the development will receive passive treatment through the network of
vegetative P/l1, roadway, and primary inlet swales mentioned above. The longitudinal slopes of these
swales are kept fiat to promote low flow velocities, thereby acting as broad, shallow, vegetative filters
and aiding in infiltration and pollutant/sediment removal. Primary pollutant and sediment removal
will be provided through the provision of the 3.6 acre pond proposed within the center of the project.
A subsurface berm will be constructed across the width of the pond at its center, essentially turning the
entire eastern half of the pond into a sediment forebay. While this forebay setup is not typical for a
standard wet -detention pond it justified through the provision of more than 2 times the minimum
required pond surface area as previously noted. The outlets of the drainage conveyances into the lake
have been located on the forebay (east) side of the pond, thus maximizing their separation to the lake
outlet control structure. Treatment will also be provided through the provision of riprap outlet
protection around the conveyance network discharge points as well as the provision of vegetated
4

aquatic shelves focused around each inlet and the outlet structure of the pond. Providing aquatic
plantings around the entire perimeter of such an oversized pond would impose a large monetary
burden on the developer, both in installation and maintenance. It is therefore the intent of this design
that the total area of plantings provided be equivalent to the area that would be required under a typical
design. The area provided around each inlet is based on the percentage of flow anticipated from that
inlet. (Calculations deriving the required planting areas are provided under Attachment C)
As a measure of post -treatment, the conveyance network downstream of the pond's outlet control
device has been designed to minimize flow velocities and the potential for impacts to the receiving
wetland area downstream. The lengths of swale, both existing and proposed, will be improved with
minimal longitudinal slopes and side slopes of 6:1, thereby acting as broad, shallow, vegetative filters
and aiding in infiltration and pollutant/sediment removal. Additionally, the inlet and outlets of the
proposed downstream culverts and the final 50 ft of the conveyance swale as it ties into the wetlands
are being fitted with rip -rap to impede erosive velocities and capture sediment.
(See construction drawings and calculations under Attachment Cfor more details)
SCHEDULE OF COMPLIANCE
The owner/developer shall maintain responsibility for maintenance of the stormwater management
system as denoted on the construction drawings prepared by Bissell Professional Group titled
"Albemarle Plantation - Waterleaf - Construction Drawings". The stormwater measures are to be
installed and maintained as follows;
A. For the purposes of operating and maintaining the wet -detention basin, primary access will be
provided via (3) the open spaces areas located between pond and the development's roadway
system. A blanket drainage easement is established over all open space areas. Additionally, 15'
drainage easements are prescribed along the rear of all the lots adjacent to the pond to allow access
along the entire perimeter if necessary. (Please reference the cover sheet of the enclosed
preliminary plat for general language regarding drainage easements. The 15 ' rear lot drainage
easement noted above is also shown on Sheet 9 of the construction drawings)
B. For the purposes of operating and maintaining the stormwater conveyance pipes located along the
side property lines of the residential lots, 10' wide drainage easements are established along each
side of all side property lines, thus creating a 20' wide easement total. (Please reference the cover
sheet of the enclosed preliminary plat for general language regarding drainage easements)
C. All provisions of the "Wet Detention Basin Operation and Maintenance Agreement" executed in
part with the permit application shall be performed, including but not limited to,
1. Inspections at least once a month and within 24 hours after ever storm event greater than 1.5
inches.
2. Records of operation and maintenance shall be kept in a known location and made available
upon request.
3. Sediment Removal — once every 6 months and after significant rainfall events.
4. Mowing, and revegetating of the side slope - once a month.
5. Immediate repair of eroded slopes.
6. General maintenance of side slopes in accordance with approved plans & specifications.
7. Trash removal and inspection of drawdown structure - once a month and after significant
rainfall events
D. All vegetated conveyances and the wet -detention basin shall be constructed in their entirety and be
operational for their intended use prior to the construction of any built -upon surfaces.
E. During construction, erosion shall be kept to a minimum and any eroded areas of the vegetated
conveyances shall be repaired immediately.
F. In initial stages of project construction, the wet -detention pond shall be used as a sediment basin.
Once construction is complete and the area has been properly stabilized, the basin shall be fine
graded and vegetated, planted, to the design specifications noted on the construction plans.
5

POST DEVE LDIM/t IE I T
IRMO OVERALL bR/6E ARFA #
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l 1 OCT 2 4 2011
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Albemarle Plantation Wet Detention Basin
Waterleaf Section Calculations
Stormwater Management Calculations
Design Storm !:vent 1.5 in, rainfall event
Stormwarer Management 15A NCAC 2N,1005 3(b)
Soils Report Data
Soil Type* Roanoke Silt Loam
Infiltration Rafe.* (IR) 0.6-2.0 in/hr.
Apprx Pennanent Pool Water Table Elev. ** 7.5 ft. fmsl
*Taken from the Soil Survey Manual, U.S. Dept. of Agriculture
**Average based on on -site soils investigation
Drainage Basin Area Data
On -site Drainage Area 2,214,617 ft.
Off -Site Drainage Area 0 ft.
Total Drainage Area 2,214,617 ft.
50.84 ac.
0.00 ac.
50.84 ac.
` ly Subr?raa �I
,r ^L' ii`s��
3,rArrn' t
- �' . h'.vv,y2'{'
r PET Ia'..
n Fpetor' as>
.: W'i©. �. ;s.
r
Ad ziI /yam
C irnr^-•Y'�•�11.•
A Area F.Tr r
Ad"'I --►yam/ «�r,
F E Atra, Ac. h Q
Residential Lot Covera e
833,832
1.00
833,832
19.14
20' Wide Asphalt Roadway
119,294
1.00
119,294
2.74
Impervious Amenity Allowance
20,000
1.00
20,000
0.46
Green Open Space
1,241,491
0.00
0
0.00
Total Drainage Area (ft 2) 2,214,617.0
50.84
Calculated Impervious Coverage
973,126
22.34
Percent Impervious(l)
43.94
%
Rv = .05+ .009(1)
0.45
Required Pond Volume 03) (PV)= (1.5"112")xR,xDA f
123,318
ft3
SurfaceArea Provided @ Permanent Pool Elevation (SA,,,)
157,167
ft 2
Volume Provided at Permanent Pool Elevation
667,501
fr3
Permanent Pool Avg. Depth (Calculation Option #2)
4,60
ft
SAIDA (Use SAIDA T able for 90°Io TSS Removal, 4.5' depth)
3.42%,
Pond Area Required (SA) = DA x SAIDA
75,740
ft 2
Surface Area Provided> Surface Area Req'd
YES
2.1
Avg. Existing Ground Elevation
10.50
A msl
Permanent Pool Elevation (approx.)
6.50
ft, msl
Depth of Temporary Pool Storage (PV/SA rr)
0.80
ft.
Design Temp. Pool Elevation (TP,,,,.)
7.30
ft. msl
Design 'Temporary Pool Surface Area (SA V)
179,207
ff 2
Design Temporary Storage Volume Provided (SV)
134,550
ft'
Temp Storage Volume Provided >Storage Volume Req'd
YES
1.1
Proposed Basin Overflow Elevation (0e1e,)
8.50
ft. mst
Proposed Surface Area @ 10yr/Overflow Elevation (SAo) 212,455 ft 2
10yr Storage Volume Provided (T'SV) 369,622 ft3
Forebay Calculations
Volume Provided @ Perm. Pool Elev.
667,501
ft 3
Forebay Volume Required = (20% of 'Total)
=
133,500
fit 3
Forebay Volume Provided =
405,313
ft 3
Drawdown Calculations
Qeraun m = (SV/Period of Time)
Total Design Storage Volume
134,550 ft'
1,006,504
gal.
Q = 11.79 d ` h"2 (h = 113 of the static head,
measured from the temp. pool elevation to the cl of the orifice)
Q 2�y =
0.779 cfs
349.61
gpm
Q kt�) =
0.311 cfs
139.84
gpm
113 h: (113 static head from temporary pool to permanent pool for storm event)
0.27
Choose a circular outlet orifice
6.00
in
Calculate discharge of orifice Q=
0.488 cfs
219.18
gprn
Is the drawdown period between 2-5 days
YES
Drawdown Period
4592.14 min. =
3.19
days
Drawdown Period is < 5 days
O.K.
10/20/2011
.,-.016_

LAKE AQUATIC VEGETATION CALCULATIONS
Required:
Min. Permanent Pool Surface Area Required: 75,740 s.f (See wet -detention pond calculations)
Equivalent Permanent Pool Perimeter: 1,332 ft. (Based on 3.5:1 length to width ratio)
Resulting Area of Wetland Plantings: 13,320 s.f. (Based on 10' wide aquatic shelf around p.p. perimeter )
Provided:
Minimum Area of plantings
at each pond
inlet derived by the percentage of flow through the inlet
Drainage Basin
Percentage of Flow
Min. Planting Area
DB#lA&B
54%
7,193 s.f. — Installed around forebay berm
DB43
8%
1,065 s.f.
DB#4
10%
1,332 s.f.
DB#5
13%
1,732 s.f.
DB#6
15%
1,998 s.f. -- Installed around outlet structure
Totaling: 13,320 &L +/-
(See Stormwater Management Plan and Construction Details for Locations Planting Information)

Vinson, Scott
From: Vinson, Scott
Sent: Thursday, September 08, 2011 3:31 PM
To: 'David Klebitz'
Cc: 'Kip Peregoy': 'Mark Bissell; 'Mary York'
Subject: RE: 3471 -Albemarle Plantation - Waterleaf Section
David,
Thank you for writing. Yes, the extension request is fine. Please let me know if there are any questions I can help with
after your meeting.
Take care,
Scott
SCOTT VINSON
NCDENR-DWQ
943 WASHINGTON SQUARE MALL_
WASHINGTON, NC 27889
OFFICE:[phone]
DIRECT:[phone]
(
`� Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: David Klebitz(maiIto: davek@bissellprofessionalgroup. coml
Sent: Thursday, September 08, 2011 2:18 PM
To: Vinson, Scott
Cc: 'Kip Peregoy'; 'Mark Bissell'; 'Mary York'
Subject: 3471 - Albemarle Plantation - Waterleaf Section
Scott,
On behalf of Albemarle Plantation Holding, LLC, and in response to a request for additional information from DWQ
dated August 10, 2011, regarding a recent stormwater permit application (SW7110605) for the subject project, we
formally request an extension to the response deadline of September 12, 2011. We are planning to meet with the
developer next week to review various alternative ways in which to address several of DWQ's comments. We anticipate
that these items can be addressed and resubmitted to DWQ by September 30, 2011. Please let us know if the extension
being requested is acceptable. Thank you again for your time and consideration in this matter.
Best Regards,
David M. Klebitz
Project Manager
HINA623111
rya t*erlo
PO Box 1068
3512 N. Croatan Hwy.
Kitty Hawk, NC 27949
0: [phone] x 244

F: [phone]
Firm License # C-0956
%vu v.bissclt )rofessiotial rou .coin

Vinson, Scott
From: Vinson, Scott
Sent: Monday, August 22, 2011 3:48 PM
To: 'David Klebitz'
Cc: 'Mark Bissell'; 'Mary York'
Subject: RE: 3471 - Albemarle Plantation - Waterleaf Section - High Density Stormwater Permit
David,
After discussing the options with the SW group, we would prefer having multiple forebays for each inlet, however due to
the additional surface area being provided the group is willing to accept Option 2. Option 1 has the inlets too close to
the outlet structure for over half of the drainage area of the pond to be draining into. It was simply just too much
drainage coming in too close to the outlet for the group to be comfortable with permitting. The revised supplement
form looks good, thanks. After reviewing the soils report from G.E.T., it will be acceptable for the perm. Pool elevation
to be moved down to 6.5fmsl in accordance with the 6" tolerance limit given that the SHWT was estimated from 7.0 —
8.0fms1 throughout the length of the pond.
Please submit a hard copy of this full report with the additional information in order to be filed with permit and appl.
package.
If you have any questions please call or write. Thanks,
Scott
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: David Klebitz [mailto:davekCabbissellprofessional- roup.coml
Sent: Friday, August 19, 2011 3:20 PM
To: Vinson, Scott
Cc: 'Mark Bissell'; 'Mary York'
Subject: 3471 - Albemarle Plantation - Waterleaf Section - High Density Stormwater Permit
Scott,
Good speaking with you yesterday. Pursuant to our conversation please see the attached and the following information
as it relates to possible alternatives in addressing several of DWQ's comments regarding the recent stormwater
management application for the subject project.
1. To address comment #3 1 have attached a revised copy of the wet detention pond supplement and have
highlighted in green (pg 2) the revisions related to the permanent pool volume and associative SA/DA and perm
pool surface area talcs. I have noted in red how the perm. pool surface area provided is 2.1 times the area
required.
2. To address comments #4 and #5, 1 have attached (2) plan options illustrating what we discussed over the phone.
a. Option #1— Construct a single forebay berm across the pond located just west of the (2) pipe outlets
proposed near the center of the pond. Run an additional length of pipe extending from the western
most proposed pipe outlet (on the south side) and connect it to the outlet noted above. This option is
preferred do to the reduced cost of additional piping required in the following Option #2.
b. Option #2 — Construct a single forebay berm across the middle of the pond. Run additional lengths of
pipe extending from each of the (3) pipe outlets proposed west of the forebay to an outlet point on the
east side of the berm. This alternative will add approx 600 l.f. of pipe and several junction boxes which
will be quite costly and is therefore less preferable.

In consideration of the provision of 2x the required perm. pool surface area, I hope that one of the options described
above can be found acceptable (preferably #1) for addressing comments #4 and #5. If you have any questions or
thoughts or need additional supporting documentation please do not hesitate to ask.
On a separate matter, as we discussed, there has been consideration given to possibly lowering the design permanent
pool from elevation of 7.5'msl to 6.5'msl. I have attached a copy of the G.E.T soils report for this project which indicates
that the SHWT is estimated to range between 7' and 8' msl (see page 7). 1 wanted to confirm that lowering the PPE to
6.5' would be allowable under the 6" tolerance limit specified in the BMP manual. Several of the aesthetic ponds
constructed near this area of the plantation (Belmont section for example) have historically had issues with maintaining
a reasonable water surface elevation. Wells have been installed as a supplemental water source to maintain the levels
especially during the dry season. Lowering the perm. pool would help with this problem. Please let me know if this is
permissible. If so I will likely revise the plans, talcs., supplements, etc. and submit as part of the response package.
Thanks again for your consideration and assistance in this matter
Best Regards,
David M. Klebitz
Project Manager
RMNEIRI
MAQ
f,a
Tim
PO Box 1068
3512 N. Croatan Hwy.
Kitty Hawk, NC 27949
0: [phone] x 244
r: [phone]
rirm License # C-0956
w�v�u.hissel[ �rofcssional rrou �.com

Vinson, Scott
From: David Klebitz[[e-mail]]
Sent: Friday, August 19, 2011 3:20 PM
To: Vinson, Scott
Cc: 'Mark Bissell'; 'Mary York'
Subject: 3471 - Albemarle Plantation - Waterleaf Section - High Density Stormwater Permit
Attachments: Wetpond supp revd 8-19-11.pdf; OPTION 1.pdf; OPTION 2.pdf; EC11-170G Albemarle Plantation Expansion.pdf
Scott,
Good speaking with you yesterday. Pursuant to our conversation please see the attached and the following information
as it relates to possible alternatives in addressing several of DWQ's comments regarding the recent stormwater
management application for the subject project.
To address comment #3 1 have attached a revised copy of the wet detention pond supplement and have
highlighted in green (pg 2) the revisions related to the permanent pool volume and associative SA/DA and perm
pool surface area talcs. I have noted in red how the perm. pool surface area provided is 2.1 times the area
required.
2. To address comments #4 and #5, 1 have attached (2) plan options illustrating what we discussed over the phone.
a. Option #1— Construct a single forebay berm across the pond located just west of the (2) pipe outlets
proposed near the center of the pond. Run an additional length of pipe extending from the western
most proposed pipe outlet (on the south side) and connect it to the outlet noted above. This option is
preferred do to the reduced cost of additional piping required in the following Option #2.
b. ,Option #2 — Construct a single forebay berm across the middle of the pond. Run additional lengths of
SLR\ fit,, pipe extending from each of the (3) pipe outlets proposed west of the forebay to'an outlet point on the
east side of the berm. This alternative will add approx 600 l.f. of pipe and several junction boxes which
S •,a °�` will be quite costly and is therefore less preferable.
,r rn consideration of the provision of 2x the required perm. pool surface area, I hope that one of the options described
above can be found acceptable (preferably #1) for addressing comments #4 and #5. If you have any questions or
thoughts or need additional supporting documentation please do not hesitate to ask.
On a separate matter, as we discussed, there has been consideration given to possibly lowering the design permanent
pool from elevation of 7.5'msl to 6.5'msl. ] have attached a copy of the G.E.T soils report for this project which indicates
that the SHWT is estimated to range between 7' and 8' msl (see page 7). 1 wanted to confirm that lowering the PPE to
6.5' would be allowable under the 6" tolerance limit specified in the BMP manual. Several of the aesthetic ponds
constructed near this area of the plantation (Belmont section for example) have historically had issues with maintaining
a reasonable water surface elevation. Wells have been installed as a supplemental water source to maintain the levels
especially during the dry season. Lowering the perm. pool would help with this problem. Please let me know if this is
permissible. If so I will likely revise the plans, talcs., supplements, etc. and submit as part of the response package.
Thanks again for your consideration and assistance in this matter
Best Regards,
David M. Klebitz
ProjectManager
HIM14311—PSE11
;RiiOF, -0NAUtGRQ
• Box 1068

3512 N. Croatan Hwy.
Kitty Hawk, NC 27949
0: [phone] x 244
F: [phone]
Firm License # C-0956
w,,vw.bisselll)rofessionalgroup.com

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Kip Peregoy, General Manager
Albemarle Plantation Holdings, LLC
One Plantation Dr.
Hertford, NC 27944
Dear Mr. Peregoy:
Division of Water Quality
Coleen H. Sullins
Director
August 10, 2011
Subject: Stormwater Review SW7110605
Dee Freeman
Secretary
Albermarle Plantation — Waterleaf Section
Perquimans County
This office received a Coastal Stormwater permit application and plans for the subject project on June 9, 2011. A
preliminary review of the project indicates that before a State Stormwater permit can be issued the following additional
information is needed.
1. Please delineate and label all proposed drainage easements on the plans. Easements are needed around the pond and
down all lot lines where stormwater is to be collected and routed.
2. Please relocate the high point of the roadside swales between lots 1 and 69 towards the west, as close as possible to.
the intersection with Pasquotank Blvd., in order to collect the runoff from lot I and the new road.
3. Please verify that the 771,172cf of permanent pool volume listed on the supplement form does not include the
volume of the sediment accumulation area from-2.0fmsl up to 0.70fmsl. It appears that it might and if so, please
revise the average depth calculation, SA/DA ratio, minimum required surface area of permanent pool, etc, within
both the calculations and supplement form.
4. Please relocate the three piped inlets closest to the outlet structure further towards the eastern end of the basin. These
three inlets represent roughly 65% of the drainage area to the pond and are located less than half the distance of the
pond to the outlet.
5. Please provide forebays for each pond inlet. The additional volume stored above the 7 foot wide temporary pool
overflow weir is not sufficient justification to do without forebays within the pond. The other additional measures
given within the narrative such as average pond depth, maximum separation between inlets and outlet, riprap outlet
protections, and vegetated shelves are all standard design requirements and are not sufficient additional measures to
do away with the required forebays.
6. Please do not forget to have any plans, calculations, supplements, narrative, etc. revised, signed, sealed and dated as
necessary to reflect all changes when re -submitting.
The above requested information must be received in this office prior to September 12, 2011 or your application will
be returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1
and may result in civil penalties of up to $10,000 per day.
North Carolina Division of Water ouatity Internet www.nmaterquality.org. One
943 Washington Square Mall Phone: [phone] FAX: [phone] NorthCarolina
Washington, NC 27889 FAX: [phone] NQtura[!U

Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel free
to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
cc: DayAd Ryan, PE — Bissell Professional Group
L,Mashington Regional Office
North Carolina Division of Water Duality Internet: www.ncwalerquality.org One
943 Washington Square Mall Phone: [phone] FAX: [phone] NorthCarolina
Washington, NC 27889 FAX: [phone]
Nirturallu

Hiss[[[
to] MA WL9 -.
The Gaasialt )(perw
LETTER C)F TRANSMITTAL
Date: June 7, 2011
Project #: 3471
Project Name: Albemarle Plantation
Waterleaf
JUN 9 2011
To: Mr. Bill Moore
NCDENR
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
FWQD DEuvERFD OVER-NffE MATT, X MAII.EI? 1�AX1 D
We are sending 7 E_nclosed F� Attached F-1 Under separate cover 111111
As Requested
For Your Use
For Review & Comment
Eor Client Approvai
For Permit Approval
For Your Records
El For Bid Subtnission
For Distribution
For Release
the following items:
For Construction
For Const. Record
Confidential
COPIES DESCRIPTION DATE
2
Executed Applications
5-31-11
2
Corporation Documents and Deeds
4-4-11
2
Construction Drawings
6-1-11
2
Stormwater Management Narrative and Supporting Calculations
6-2-11
1
Application Fee
5-31-11
REMARKS:
On behalf of our client, Albemarle Plantation Moldings, LLC, we are forwarding for your review
and approval the application package in support of a Stormwater Management permit to encompass
the development of the 87-lot Waterleaf Subdivision. This proposed subdivision is located within the
existing Phase I portion of Albemarle Plantation. If you have any questions pertaining to this
application please do not hesitate to contact me. Thank you for your assistance in this matter.
Sincerely,
BISSELL PROFESSIONAL GROUP
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] ■ E-mail:[e-mail]

CA201 11020417R4
M 0
Ea LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Albemarle Plantation Holdings LLC
SECRETARY OF STATE ID NUMBER: 1104166 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2011
SECTION A: 8EG1$ZE6Ei?-&Ct N7 S WMMA7JON
1. NAME OF REGISTERED AGENT: Barry D. Mann
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
3605 Glenwood Avenue, Suite 500
Raleigh, NC 27612 Wake
JUN 9 2011
y° r � W SRO
Filing Office Use cdtl
® Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
3605 Glenwood Avenue, Suite 500
Raleigh, NC 27612
SECTION B: e13M-IP_Al M-E EMO-113MMON
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
1003- B Red Banks Rd
Greenville, NC 27858 Pitt
5. PRINCIPAL OFFICE MAILING ADDRESS
1003- B Red Banks Rd
Greenville, NC 27858
SECTION C: MANA6M$l WfiERSLORGAWZEM (Enter additional Managers/Members/Organizers in Section E.)
NAME: WilliamG. Garner NAME: EStephen Stroud NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS:
1003-B Red Banks Road
Greenville, NC27858
ADDRESS: 3605 Glenwood Avenue ADDRESS:
Suite 100
Raleigh, NC 27612
S CTION D: F PORT, Section D must be completed in i enti y by a personibusiness entity.
11
SIGNATURE DATE
Form must be signed by a Manager/Member IWed under Section C of this form.
William G. Garner
Manager
Prir4 or Type Nome of MenagerlMember TITLE
THIS ENTITY DOES NOT QUALIFY FOR THE 2011 ANNUAL REPORT FILING FEE EXEMPTION GRANTED UNDER SL201631
iIIBMIT THIS.AdNUAL B�ORT-0TH ThE-NQUEED-FILING FEE
MAIL TO: Secretary of Stale, Corporations Division, Pos; Office Box 29525, Raleigh, NC 27626-0525

Application for Rezoning Request
Case No. REZ-1 f -V/
Owner's Authorization for Agent
NOTE: IF THE APPLICANTREQUESTING DEVELOPMENT APPROVALS OR PERMITS FOR A
PARTICULAR PIECE OF PROPERTY IS NOT THE ACTUAL OWNER OF THE PROPERTY, THE
ACTUAL OWNER MUST COMPLETE THIS FORM. IF THE PERSON WI-10 1S REQUESTING
THE APPLICATION IS THE OWNER, PLEASE DISREGARD THIS FORM.
1 am (We are) the owner(s) of the property located at
I (WE) HEREBY AUTHORIZE TO ACT ON
MY/OUR BEHALF to appear with my consent before the Perquimans County Board of Commissioners
and Planning Board in order to request approvals) for development and/or use of those lands described
within the attached application, and as described in the attached deed or other such proof of ownership
as may be required, or other action pursuant to one or more of the following:
[1�<ezoning Request [ ] Administrative Appeal
[ ] Conditional Use District Rezoning ] Conditional Use Permit
[ ] Zoning Variance [ ] Non -Zoning Variance
I auth01-ize vol3 to advertise and present this matter in my name as the owner of the property. If there are
any questions, you may contact nie at address �2u3����/y��G %✓G b', or
by teleplrane atZ
BY:
Signature of Owner
Print name 'telephone Number
Signature of Oxvner
Print Name
Telephone Number
Sworn to and subscribed before me; this the �_ day of YL , 201L.
Notary Public County of t j
State of
.Ate-5'`., A �..
My C01113111ss3on expires: �}LC2U,,,

2009-10-13 14:14 Per•quimans ROD 2524267443 » 2522611760 P 2/14
Rea in PERQUIMANS County:
o Jur, 30 2008,w 04 d£:25 FM
byy DEBORAH S. HEED
}^ !�9'
€IEG187ER OF DEEDS
Bonk 363 Page 504
PERQUIMANS COUN`f Y
LAND TRANSFER TAX
Ah10Ut4T
>^ }�
ksue c Jan 30 200e
by UEGORAA & REEC
REGISTER OF DEEDS ID,7639
State Of PEROUIMANS
North Carnlina County
Roal Etwo Exelgo Toy
-Spate AUovt: This Linc Foe Recording Data
I)EE, D
This instrument preparrd by Robert B. Hobbs, Jr., a licensed Nortb Carolina Attorney 2578-150-H
No title examination requested or performed
Reram to Bany D. Mani) of Manning, Fulton & Skinner, P.A., 3605 Glenwood Avenue, Suite 500, Raleigh, N(-
27612
Excise Tax: $31,717.00
Transfer Tax: $15S,5S3.00
North Carolina, Perquirrians County
THIS SPECIAL WARRANT' DI;El7 made as of the 30 day of June, 2009, by and between
HPB ENTERPRISES, a North Carolina general parmership (hereinafter refereed to as "Grantor"), and
ALBEMARLE PLANTATION HOLDTNCS LLC, North Carolina limited liability company, whose
mailing address is 5511 Capital Center Drive, Suite 105, Raleigh, NC 27606 (hereinafter referred to as
"Grantee"):
WITNFSSETH:
That the Grantor, for to valuable consideration paid by the Grantee, the receipt of whir.h is herel,y
acknowledged, has given, bramcd, bargained, sold, and conveyed, and by these presents does hereby
give, grant, bargain; sell, and convev unto said Grantee. Grantee's heirs; successors, administrators and
assigns, :.all of tha? certain piece, parcel, or tract of land situate, lying and being in Bethel Township,
Pcrquitnans Couzaty, State of North Carolina, and being more particularly described as follows:
Sce attached Exhibit A, incorporated herein by refcrence, together with 211 rights,
Casements or rights of way and all appurtenances and privileges belonging or
appertaining thereto, including any right, title, and interest of Grantor in and to adjacent
streets, alleys, rights of way, waterways, creeks or streams.

2009-10-13 14:15 Perquimans ROD 2524267443 >> 2522611760 P 3/14
Book 363 Page 505
Cn,antor does ako i;ereby assign to Grantee all of Grantor's development rights or eartitletricnts
including but not limited to Grantor's rights as the developer and Declarant under the tMaster Declaration
of Albemarle Plantation (as amended and supplemented): recorded in Book 130, Page 593, Perquimans
County kepisir,,, the Deciaratio:3 of Marina Villas Condominium (as amended), recorded in Book 155,
Page 503, Perquiinaris County RgIstry, the Declaration of Marina Villas II Condominium (as
arnendcd) recorded in Book 1 S5, Yage 400, Perquimans County Registry, and tilt Declaration of
Covenants. Conditions and Restrictions for Soundside Link,,; at Albernarle Plantation (as amended),
recorded in Book 190, uagc 30R, Perquimans County Registry, including all unexpired Declarant rights
as described in said recorded declarations and all supplements and atnertdrnents thereto
By the acceptance of this Deed and as part of the consideration for riris couvevance, Grantee
hereby assumes and agrees to pay the outstanding principal balance of $2,500,000.00 on that certain
note in the original principal sum of S2,500,000,00 secured by North Carolina Future Advance Deed of
Trust dated February 28, 2008 anrecorded in Book 343, Page 32, Perquimans County Registry, as
modified by Modification Agreement and Supplemental Deed o: Trust Securing Future Advances, dated
November 10, 2008 and recorded in Book 353, Page 599, Perquimans County Registry, executed by
HPB Enterprises to Samuel S. Dixon, Trustee, for the benefit of'Robert M. Mott. The terms and
conditions of this assumption are set forth in that certain Loan Assumption Agreement of even date
herewith.
The authority ofN', Hunter Wyche, Jr. to execute this Deed as Manager of WB Enterprises is
contained in that certain Consent Order for Appointment of Manager dated January 11, 2008 and filed in
I7 ile 07-CVS-59, Office of the Clerk of Superior Court of Perquimans County, North Carolina,
TO HAVE AND TO HOLD the above described lands and premises, together with all
appunenances thereunto belonging, or in anywise appertaining, unto the Grantee, Grantee's heirs,
successors, administrators, and assigns forever.
AND THE GRANTOR COVENANTS with the Grantee, that Grantor has done nothing to impair
Such title as Grantor received, and Grantor will warrant acid defend the title against the lawful claims of
all persons claiming by, under or through Grantor, with the exception of the following: Ad valorem
taxes for the year 2009 and subsequent years; North Carolina l~urure Advance Deed of Trust dated
Feirr-nary 28, 2008 and recorded in Book 343, Page 32, Perquimans County Registry, as modified by
Modification Ag,rcernent and Supplemental Deed of Trust Securing Funrre Advances, dated Novernher
10, 200E and recorded in Book 353, Page 599, Perquimans County Registry; easements and restrictions
of record; and any local, county, state; or federal laws, ordinances, or regulations relating to zoning,
euyironment, subdivision, occupancy, use, conmuc.tion, or development of the subject prof?eny.
IN WITNESS WHEREOF, ilre Grantor has duly executed and sealed this document, this the day
and year first above written.
fsigna rures begin on the following page)

2009.10-13 14:15 Perquimans ROD 2524267443 >> 2522611760 P 4/14
Book 363 Page 5D6
ORANTOR:
HPIJ ENTERPRISES. a Nonb Carolina genaTal
partnership
IiY
N. ]1unter 'yche, Jr.; Co rt-A ointed Man:,gr:r
NORTH CAROUNA. w�i/�j� _ COUNTY
I, a Notary Public of the County of
nd State aforesaid, certify that N. Hunter Wyche, Jr. personally came before
we this day and acknowledged that lie is the Court -Appointed Manager of HPB ENTERPRISES, A
North Carolina general partnership, and Thai he, as Manager, being authorized to do so, executed :he
foregoing on behalf of the general partnership.
Wimess any hand and official stamp or seal, this ?1 day of -lVNC 2Q09
&W4 a--4166"—
Notary Public 1 ��
Notary's printed or typed name: a4 Ij
My commission expires: i Zt� ?.� {AFPLI NOTARY SEAL}
BARRY D. MANN, Notary Public
WAKE COUNTY, NORTH CAROLINA
My C,omrnissiun Exores 09-28-2013
f, l (14.1r 5

2009-10-13 14:15 Perquimans ROD 2524267443 >> 2522611760 P 5/14
goon 363 Page 517
E.NNIBIT A
Tv 1)te.d from HP13 Enterprises to Albemarle Plantation Holdings LLC
Legal Description of heal Property
Albemarle Plantation
Those certain UDCA1 QT parcels of land ki-s.e and being, in Bethel Township, Perquirnans County, Nortlf
Carolina. and being Inon� partioularly described as follows:
Unsold Lots and Units in Phase I of Albemarle Plantation
Lakeside Sec. B); hots 12 and 14 described on plat recorded in Plat Cabinet 2, Slide 189, Map No. 7
and 8, Perquimans Co. Registry,
Bosher,'s Point, Phase 3 (See. EE): Lot 17 described on plat recorded in Plat Cabinet 2, Slide 108,
Map No. 8 and in Plat Cabinet 2, Slide 109, Map No, 1, Perquimans Co. Registry.
Broomfield (Sec. F y Lot No. 20 described on plat recorded in Plat Cabinet 2, Slide 125, Map Nos. 4
& 5, Perquimans Co. Registry,
Plantation Estates (See. HH : Lots 4, 8, 9, 10 & 1 l described on Plat recorded in Plat Cabinet 2, Slide
89, Map No. 5 and 6, Perquimans Co. Registry.
N'� nfield Sec. J1: Lots 20 and 22 described on plat recorded in flat Cabinet 2, Slide 108. Map Nos. 6
& 7, Perquimans Co. Registry.
Belmont, Bloch One (Sec. P : Lots 1, 2, 17, 18, 19, 26, 27, 28, 29, 30, 31, 32, 33. 36, 37, 38, 39, 40,
41, 46, 47, 48, 49, 50, 51, 52, & 56 described on plat recorded in Plat Cabinet 2, Slide 139, Map Nos. 7
& 8 and in Plat Cabinet 2, Slide 140, Map Nos. 1, 2 & 3, Perguinuans Co. Registry.
Belmont, Block Two [Sec.111): Lots 74, 75, 81, 82, $3, 84, $5, $ti, 87, 88; 89, 90, 91, 92, 93, 95, 96, &
97 described on Plat recorded in Plat Cabinet 2, Slide 150, Map Nos. 4,5 &. 6, Perquinians Co. Registry.
Belmont. Block Tivo See. JJ : Lois 98, 99, 100, 101, 102, 103, 104, 105, 100, 108, 109, 110, 111,
112, 113, iC 114 described on plat recorded in Plat Cabinet 2, Slide 153, Map Nos. 1 & 2, Perquimmis
Co. Registry.
Belmont, Block Three (Sec. JJ): Lots 115, 116, 118, 121, 122, 123, 124, 125, 126, 127, 128, 129,
130, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143 & 144, described on plat recorded
in flat Cabinet 2, Slide 153, Map No. 8 and in Plat Cabinet 2, Slide 154, Map No, 1, Perquiwar:s Co.
Registry.
G1UF�i �

2009-10-13 14:15 Perquatnans ROD 2524267443 >> 2522611760 r 6/14
Book 363 Page 508
Belmoni. Block Your (Sec. J.RI ; hots 149, '150, 151, 152, 153, 154, 155, 157, 158, 164, 165, 169, 170,
171. 173, 174, 175, ] 76. 17"r, & 178 described on plat reeordtd in Plat Cabinet 2, Slide 154, Map Nos.
?, 3 & 4. Perquimans Co. Registry.
11'oodburn (Sec. : That portion of Revised Lot 3, Section T as shown on Recombination flat of lots
3, 4 and S, Section T, recorded in Plat Cabinet 2, Slide 62. Map No. R, Perquimans County, Registrv, that
is not within the boundary lines of fomier Lot 3, Section T. as shown on plats of Section T recorded in
Plat Cabinet 2, Slide. 22, Map No. 3, Perquimans County Registry. Same being a portion of former Lot
4 as shown on plats of Section T recorded in Plat Cabinet 2, Slide 22, Map No. i, Perquimans Couilty
Registry, that is included within the boundary lines of Revised Lot 3. Reference is Made to deeds Filed
I n Bout; 134, Page 549 and Book 180, Page 672., Perquimans County Registry. For f niter
identification. reforence is made to Perquimans County Tar Map 2-D082-T004-AP.
1ng_lerrood (See.. V): Lots 9, 15 and 17 described on plat recorded in flat Cabinet 2, Slide 125, MU15
Nos, 6, 7 & S. Perquimans Co, Registry.
Randolph's Village (See. I : Lot 38, described on plat recorded in Plat Cabinet 2, Slide 80, Map Nos.
5, fi and 7, Perquimans Co. Registry,
Marina Villas 11: Unit 12C, Building 1 of Marina Villas 11 at Albemarle Plantation - a Condominium
as shown on plats and plans Fled in Condominium Book 1, Pages 29 to 32, Perquimans County
Registry, together with an undivided interest in the Common Elements as defined in the Declaration of
,Marina Villas I1 at Albemarle Plantation ----• A Condominium, as amended.
Marina Villas Il: Unit 16C, Suilditic 3 of Marina Villas 11 at �llbernaile Plantation - a Condominium
as shown on plats and plans filed in Condominium Book 1, Page 37, Perquimans County Registry,
together with an undivided interest in the Common Elements as defined in the Declaration of Marina
Villas 11 at Albemarle Plantation - A Condominium:, as amended.
New Sales Center irr_Phase 1. Albemarle Plantation:
Lot 2, Plantation Estates (Sec, 1-IN), desciibed on plat recorded in Plat Cabinet 2, Slide 89, Map No. 5
and 6, Perquimans Co. Registry, with all improvements located thereon.
Snbdivision Roads. Common Areas and Commna Facilities
in Phase ! Albemarle_ Plantation:
Unless described otherwise below, the subdivision toads, drainage ditches, easements and facilities,
other easements, parks, open spaces, and other common areas shown and depicted on the following
recorded Subdivision plats of Albemarle Plantation; Phase I, all of which are rcco.ded in the Perquimans
County Pegistry fall such planed srclions are hereinafter referred w as the "Recorded Sections"):

2009-10-13 14:15 Perquimant ROD 2524267443 >> 2522611760 P 7/14
Book 363 Page 5D9
Eight of wa', of A!bcnnarlc Bouleva,d as shown on piat fticu in Plat Cabinet 2, 511de 21, Map Nos. 6 and
7.
Right of wa) of Pasquotank Bouievard as shoum on plat filed in Plat Cabinet 2, Slide E9, .Map No.
Lakeside (Sec, 13): flat Cabinet 2, Slide ; 9, Map Nos. 7 anc S.
Oakland (Sec. Cj: Plat Cabinet 2, Slide 59. Map No. 8 and Plat Cabinet 2, Slide 60, Map No, 1,
1'1'oodside.Il (Sec. D): Plat Cabiz)et 2, Slide 61, Map Nos. 7 8 and Plat Cabinet 2, Slick 62, lvlap No.
1.
Mathew's (.rove fSec, DD : Plat Cabinet 2, Slide 90, Map Nos. I & 2. This is intended to include P3N
7866-32-8651.000 (Map 2-D082-DDOO-AP) in the records of the Perquimans County Tax Office.
Evergreen fSec. E): Plat Cabinet 2, Slide 21, Map No. 8.
Bosher's Point. Phase 1 (Sec. EF,): Plat Cabinet 2, Slide 90, Map Nos. l L& 2.
Bosher's PoinL Phase. ? (Sec. EE): Plat Cabinet 2, Slide 96, Map Nos. 7 & 8 and Plat Cabinet 2. Slide
97, Map Nos, 1 & 2.
Bosher's Point, ]Phase 3 (Sec. EE): Plat Cabinet 2, Slide 108, Map No. 8 and Plat Cabinet 2, Slide 109,
M,ap No. l .
Woodfield (Sec. F): Plat Cabinet 2, Slide 74, Map Nos, 6, 7 and 8.
Broomfield (See. FF): Plat Cabinet 2, Slide 125, Map Nos. 4 & 5.
Ever rem Block 2 (Sec. C): Plat Cabinet 2, Slide 54, Map No. 1.
Quaker Alleadows (Sec. CG): Plat Cabinet 2, Slidc 109, Map Nos. 2 & I.
Greenwood (Sec. H): Plat Ca6iner 2, Slide 75, Map Nos. 1, 2 & 3.
Plantation Estates j5ec. k1H): Plat Cabinet 2, Slide 89, Map Nos. 5 and 5.
Middleton Place Sec.. 1): Piat Cabinet 2, Slide 29, Map No. 7.
Wvnfield (See. : Plat Cabinet 2, Slide 10S, Map Nos. 0 & 7.
Belmont, Block One fSec. JJ). Plat Cabinet 2, Slick 139, Map Nos. 7 & 8 and Plat Cabinet 2, Slide
140, Map Nos, 1, 2 & 3. This is intended to include ponds and other common areas idcritified as Mop 2-
1)082-JJPl2-A.P in the records of the Petquimans County Tax Office.
['Ini4)
-b.

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Book 363 Page 510
130monl. Block T►vo (Sec. JJy: Plat Cabinet 2. Slide 159, Map No,,. 4, 5 & 6.
13c1ninnt. );lock 7+'o Sec, JJ : Plat Cabinet 2; Slide 153, Map Nos. 1 & ?.
Itrclntonl Block "three (Sec._Jj : Plat Cal inet 2, Slide i 53, Map No. 8 and Plat Cabinet 2, Slide 154,
Map No. 1. This -is intended) to include Common Area A, as showy} on said plats, and identified as Map
2-DO82-JJOO-AP in the records of the Perquimans County Tax Office; Common Area B, as shown on
said plats, and idewified as Nlap 2-DO82-JJB3-AP in the records of the Perquimans County Tax Office;
and Common Area C, as ,])own on said plats, and identified as Map 2-DO82-JJC3-AP in the records of
the Perquimans County Tax Office.
Belmont, Block hour (Sec. JJ1: Plat Cabinet 2, Slide 154, Map Nos. 2, 3 &� 4. This is intended to
include Common Area A; as shown on said plats, and identified as Map 2-DO82-JJA4-AP in the records
of the Perquimans County Tax Office; and Common Area B, as shown on said plats, and identified as
Map 2-DO82-JJB4-AP in the records of the Perquimans County Tax Office.
Somerset (Sec. }D: Plat Cabinet 2, Slide 96, Map Nos. 3, 4, 5 and 6. Con-ected plats filed in Plat
Cabinet 2, Slide 107, Map Nos. 8 and Plat Cclbinet 2, Slide 108, Map No. 1,
Fairview, 'Block l-(Seac, L)Plat Cabinet 2, Slide 34, Map No. S.
Fairview, Block 2 Sec- L : Plat Cabitict 2, Slide 52, Map No. S.
Soundview Sec. L-3 : flat Cabinet 2, Slide SO, Map No. 8, and Plat Cabinet 2, Slide 81, Map No. 1.
Berkelev (Sec, NI Plat Cabinet 2, Slide 49, Map No. S.
Forks of C%�press Sec. N : Plat Cabinet 2., Slide 22, Map No. 1,
Beech Point (Sec. 0): Plat Cabinet 2, Slide 22. Map No, 2,
1'errv'S Cove Sec. P: Plat Cabinet 2. Slide 63, Map Nos. 5, b & 7,
Waverly (Sec. Cl & 12: Plat Cabinet 2, Slide 35, Map No. 1,
Evergreen 13locl 3 Se.c. S : Plat Cabinet 2, Slide 86, Map Nos, 3 & 4.
Woodburn Sec. T1; Plat Cabinet 2, Slide 22, Map No.
Woodside .Sec. tJ: Plat Cabinet 2, Siidc 46. Map No. ?-
IiWle►vood See. : Plat Cabinet 2; Slide 125; Map Nos. 6; i & 9,

2009-10-13 14:16 Perquimans ROD 2524267443 >> 2522611760 P 9/14
"001363 page 5 ] 1
Riverwood (Sec. X): Plat Cabinet 2, Slide 55, Map Nos. 5, 6 and 7, and Plat Cabinct 2, Slide 57, Map
Jos. 3, 4 and 5. This is intended to include PIN 7866-53-5307 (Map 2-D082-X000-AP) in the records
of the Perquimans County Tax Office.
_Randolph's Village (Sec. Y): Plat Cabinet 2, Slide 80, Map Nos, 5. 6 & 7. This is intended to include
PIN' 7866-64-6157.000 (Map 2-D082-Y000-AP) in the records of the Perquimans County Tar Office.
Soundside Links Townhnmes; Country Club Drive as shown on plats recorded in Plat Cabinet 2, Slide
69, Map No. 2 & 3, Perquimans Co. Registry.
Nfarina Villas Condominium and Marina Villas 11 Condominium: Albemarle Boulevard as shown
on plats filed in Condominium Book 1, Pages 1-41, Perquimans County Registry.
Sales Otiice roadways: Those subdivision roads and common areas described on plat recorded in Plat
Cabinet 2, Slide 45, Map No. 2, Perquimans Co. Registry.
Fitness Center, Phase I, Albemarle Plantation:
That acre parcel of land identified, in part, as "Mathews Tract", as shown and described on plats of
Plantation Estates (Sec. HH) recorded in Plat Cabinet 2, Slide 89, Map Nos.5 and 6, Perquimans County
Registry, and bounded on the west by Tract 10 of Plantation Estates (Sec. HH), on the north by Tract 11
of Plantation Estates (Sec. HH), and on the south and east by Pasquotank Boulevard. Same is identified
in the Perquimans County tax records as a portion of PEN 7866-44-4102 (Map 2-0082-0007),
Belmont Amenity Parcel, Phase 1, Albemarle Plantation:
All of (1) Tract.2 as described in Deed from Annie Lou Chappell and husband, Tilson E. Chappell to
HP13 Enterprises, dated August 15, 2005, and recorded in Book 291, Page 497, Perquimans County
Registry, and re -recorded in Book 298, Page 209, Perquimans County Registry, and (2) Tracts One and
Two as described in Deed from Fred E. Ploeger and wife, Emma Jean Ploeger, dated August 12, 2005
and recorded in Book 292, Page 838, Perquimans County Registry.
Less and except the following:
All lots, streets and common areas shown and depicted on the plats of Belmont, Block One,
Section JJ, recorded in Plat Cabinet 2, Slide 139, Map Nos. 7 & 8 and Plat Cabinet 2, Slide 140,
Map Nos. 1, 2 & 3, Perquimans County Registry.
All lots, streets and common areas shown and depicted on the plats of Belmont, Block Two,
Section JJ, recorded in Plat Cabinet 2, Slide 150, Map Nos. 4, 5 & 6, Perquimans County
Registry.
All lots, streets and common areas shown and depicted on the plats of Belmont, Block Two,
Section JJ, recorded in Plat Cabinet 2, Slide 153, Map Nos. 1 & 2, Perquimans County Registry.
6111 s
-8-

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BOOB 363 pege 512
All lots, street, and common areas shown and depicted on the plats of Belmont, Block Three,
Section 1.1, recorded in Plat Cabinet 2, Slide 153, Map No. 8 and Plat Cabinet 2, Slide 154, Map
No. 1, Perquimans County Registry.
5. All lots, streets and common areas shown and depicted on the plats of Belmont, Block Four,
Section JJ, recorded in Plat Cabinet 2, Slide 154, Map Nos. 2, 3 & 4, Perquimans County
Registry.
This is intended to describe PIN 7866-57-7041 (Map 2-0082-0002C) in the records of the Perquimans
County Tax Office.
Proposed Equestrian Center and Surrounding Property, Phase 1, Albemarle Plantation:
That 31.61 acre parcel of land identified, in part, as "Mathews Tract, 31.61 Acres" as shown and
described on plats of Plantation Estates (Sec. HH) recorded in Plat Cabinet 2, Slide 89, Map Nos. 5 and
6, Perquimans County Registry. Same is identified in the Perquimans County tax records as a portion of
PIN 7866-44-4102 (Map 2-0082-0007).
Sanitary Sewer Facilities Albemarle Plantation:
Parcel One:
Block A, 112.76 acres, as shown on plat of the Barrow -Fleetwood Tract recorded in Plat Cabinet 2 Slide
13, Map No, 1, Perquimans County Registry. Being Parcel A of Tract Two as described in Deed to
HPB Enterprises recorded in Book 127, Page 529, Perquirans County Registry. This is intended to
describe PIN 7867-61-1478 (Map 2-0082-0010) in the records of the Perquimans County Tax Office..
Parcel Two:
Block B as shown on plat of the Barrow -Fleetwood Tract recorded in Plat Cabinet 2, Slide 13, Map No.
1, Perquimans County Registry. Being Parcel B of Tract Two as described in Dced to HPB Enterprises
recorded in Book 127, Page 529, Perquimans County Registry.
Less and except the following.
That 107.5 acre parcel conveyed by HPB Enterprises to Ray A. Randolph and wife, Julia Fay H.
Randolph by heed dated October 16, 1995 and recorded in Book 166, Page 667, Perquimans
County Registry.
That 0.92 acre parcel conveyed by HPB Enterprises to Perquimans County by Deed dated
January 30, 1997 and recorded in Book 177, Page 783, Pcrquimans County Registry.
The right of way of Rayburn Lane (S. R. 1349).
61084E -9-

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Book 363 Page 513
This is intended to describe PIN 7867-51-1545 (Niap 2-0082-0010A) in the records of the Perquimans
County Tax Office, which records list the parcel as containing 11.48 acres more or less.
Golf Course. Prn Shop, Club House and Miscellaneous Facilities in phase l:
That property identified as Block 1 containing 22,50 acres, Block 2, containing 92.0 acres (including the
portion identified as "Clubhouse Area"), Block 3 containing 24.10 acres, Block 4 containing 40.06
acres, and Block 5 containing 22.4 acres, as delineated on that certain plat entitled in part, "Albemarle
Plantation Golf Course (Blocks 1-5)", prepared by S. Elmo Williams, Registered Surveyor, under date
of November 7, 1988, which plat is recorded in Plat Cabinet 2, Slide 14, Map No. 4, in the Perquimans
Co. Public Registry; together with additional parcels conveyed to Sound Golf Enterprises, Inc. by HP8
Enterprises in deeds recorded in Book 141, Page 205, Book 169. Page 78 and Book 151, Page 729, in
the Perquimans Co, Public Registry. Excepted from the property described above, however, are parcels
that were conveyed by Sound Golf Enterprises, Inc. to HPB Enterprises in the following deeds: Deed
Book 141, Page 209, Book 151, Page 734 and Book 169, Page 74, Perquimans Co. Registry.
Swimminy Pool & Pool House in phase 11:
That certain tract or parcel of land lying bounded on the North by Albemarle Boulevard, on the East by
the Club House area of the Albemarle Plantation Country club, on the South by the I Sth hole of the golf
course and on the West by the Soundside Links Townhouse Association, and beginning at a point
marking the intersection of the Southeastern right-of-way of Country Club Drive with the Southern
right-of-way of Albemarle Boulevard and running from said beginning point thus established and along
the Southeastern right-of-way line of Country Club Drive the following courses and distances: South 18
degrees 02 minutes 36 seconds West 24.52 feet to a point; thence on a curve to the left having a radius
of 227.50 feet, and a chord bearing and distance of South 12 degrees 46 minutes 24 seconds West 41.79
feet to a point; thence South 07 degrees 30 minutes 13 seconds West 39.69 feet to a point; thence on a
curve to the right having a radius of 222.50 feet and a chord bearing and distance of South 17 degrees 00
minutes 37 seconds West 73.50 feet to a point; thence South 26 degrees 31 minutes 02 seconds West
31.45 feet to a point; thence on a curve to the left having a radius of 177.50 feet, an are length of 58.78
feet and a chord bearing and distance of South 17 degrees 01 minutes 47 seconds West 58.52 feet to a
point marking the Northwesternmost property corner of the Soundside Links Townhouse Association
property; thence on a common line with the Soundside Links Townhouse Association property, South
61 degrees 26 minutes 29 seconds East 112.23 feet to a point; thence South 44 degrees 00 minutes 32
seconds East 120.93 feet to a point; thence North 75 degrees 54 minutes 52 seconds East 172.27 feet to
control corner "A" as shown on the plat hereinafter referred to; thence on a common line with the Club
House area of the Albemarle Plantation Country Club, North 13 degrees 40 minutes 16 seconds West
424.52 feet to a point; thence North 46 degrees 44 minutes 37 seconds West 5.94 fcer, thence continuing
along the southern right of way line of Albemarle Boulevard, South 43 degrees 15 minutes 23 seconds
West 9.55 feet to a point; thence continuing along said right-of-way line on a curve to the right with a
radius of 178.83 feet, an arc length of 179.65 feet, and a chord bearing and distance of South 72 degrees
02 minutes 09 seconds West 172.19 feet to the point and place of beginning, and being a parcel
containing approximately 97,757 square feet and designated as "Future Development 2" on those certain
dw6;x -10-

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BOOk 363 Page 514
plats recorded in Plat Cabinet 2, Slide 69. Map No. 3, and Plat Cabinet 2, Slide 81, Map 1, Perquimans
County Registry, reference to which plats is hereby made for a more particular description.
Tennis Courts Parking Lot and Shi 's Store in Phase 1:
The tennis courts, parking lot and ship's store and the parcels of land associated therewith, being located
on that portion of the Walton fame Tract as described in Deed to 14PB Enterprises recorded in Book 123,
Page 352, Perquimans County Registry, less and except all lots, streets, and common areas and common
facilities shown, described and depicted on the recorded plats of the Recorded Sections and the other
amenity and facility parcels described above.
The Golf Course, Pro Shop, Club House, Miscellaneous Facilities, Swimming Pool, Pool House, Tennis
Courts, Parking Lot and Ship's Store are identified in the Perquimans County Tax Office records as PIN
7866-73-6962 (Map 2-0082-0001) and PIN 7865-89-3055 (Map 2-0082-0012A).
Excepted Parcel Not Conve Xed
The following lot or parcel of land is excepted from and is not, conveyed by this Deed:
All that certain lot or parcel of land situated in Bethel Township, Perquimans County, North Carolina,
and more particularly described as follows:
Beginning at an iron pipe located as follows: Starting at an existing iron pipe situated on the Eastern
right-of-way line of Albemarle Boulevard (a 60 foot -wide right-of-way), which existing iron pipe is
identified as Point No. 8 on that certain plat recorded in Plat Cabinet 2, Slide 21, Map No. 6 in the
Office of the Register of Deeds of Perquimans County, NC, and on that plat entitled "Survey for H>PB
Enterprises, Sales Center, Albemarle Plantation, Bethel Township, Perquimans County, North
Carolina," by Carolina Benchmark, Engineers -Surveyors -Planners, Incorporated dated July 11, 1995,
and ntnning thence North 13 degrees 28 minutes 17 seconds East 123.46 feet to a point, thence North 39
degrees 09 minutes 36 seconds East 37.23 feet to an existing iron pipe; thence South 82 degrees 40
minutes 46 seconds East 11 .50 feet to the iron pipe which marks the point of beginning of the property
described herein; and running thence from said point of beginning, established as aforesaid, North 01
degrees 49 minutes 14 seconds East 124 feet to an iron pipe set on the South side of a 45 foot -wide
private road right-of-way; thence along the South side of said private road right-of-way North 66
degrees 32 minutes 54 seconds East 193.83 feet to an iron pipe, comering; thence South 05 degrees 10
minutes 46 seconds East 228.00 feet to an iron pipe, cornering, thence North 82 degrees 40 minutes 46
seconds West 204.00 feet to the iron pipe at the point of beginning, this the same property that is
delineated on plat entitled in part, "Final Plat for Albemarle Plantation Sales Center," which plat is
recorded in Plat Cabinet 2, Slide 45, Map No. 6 in the Office of the Register of Deeds of Perquimans
County, NC.
Being a portion of Tract Two conveyed by Yeopirrt Properties to HPB Enterprises by Deed dated
November 16, 1987 and recorded in Book 123, Page 102, Perquimans County Registry. Being the same
fit DN
-11-

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Boole 363 Page 515
property conveyed by lIPB Enterprises to Christopher C. Miller by Deed elated January 31, 2005 and
rccordcd in Book 278, Page 884, Perquimans County Registry.
Marina in Phase 1:
The marina, all marina facilities and boat slips, and all access and utility easements appurtenant thereto.
Ern
Cole Tract
The Eastern portion of the Ida S. Basnight homeplace tract, being all lands of said tract lying on the East
side of a survey line, said line running as follows: BEGINNING at a point on the Southern right-of-way
of State Road 1347, said point of beginning lying South 58 deg. 20 min. West 1592.0 feet from a point
being at the Southwestern intersections of the Southern right-of-way of State Road 1347 and the
Western right-of-way of the Holiday Island private road, thence from said point of beginning running
South 26 deg. 45 min. East 1476.0 feet to a set iron pin, as shown on a survey map prepared by Carlyle
C. Webb, Registered Surveyor, L-901, dated July 18, 1983, reference to which is hereby made for a
more particular description.
This parcel is further described as follows: Beginning at the intersection of the southern or southeastern
right of way line of Mathews Road (S. R. 1347) and the western or southwestern right of way line of
Holiday Island Road (S. R. 1429), thence from said point of beginning and running along the western or
southwestern right of way line of Holiday Island Road, South 42 degrees 27 minutes 37 seconds East
348.76 feet to a point; thence continuing along the western or southwestern right of way line of Holiday
Island Road, South 33 degrees 44 minutes 37 seconds East 142.05 feet to a point; thence along the
western or southwestern right of way line of Holiday Island Road, South 27 degrees 14 minutes 37
seconds East 430.76 feet to a point in the western property line of Section D of Albemarle Plantation as
shown on plats filed in Plat Cabinet 2, Slide 61, Map Nos. 7 and 8, Perquimans County Registry; thence
along the western line. of Section D of Albemarle Plantation, the following courses and distances: South
54 degrees 59 minutes 50 seconds West 318.20 feet; South 04 degrees 48 minutes 50 seconds West
308.00 feet; South 21 degrees 07 minutes 50 seconds West 341.80 feet; South 08 degrees 12 minutes 10
seconds East 108,50 feet; South 34 degrees 32 minutes 50 seconds West 220.10 feet; South 14 degrees
22 minutes 10 seconds East 142.10 feet; South 57 degrees 11 minutes 50 seconds West 196,50 feet;
South 46 degrees 10 minutes 50 seconds West 98.40 feet; South 75 degrees 10 minutes 50 seconds West
68.00 feet; South 38 degrees 30 minutes 50 seconds West 64.61 feet to a point located in the northern or
northeastern right of way line of Pasquotank Boulevard; thence North 36 degrees 45 minutes 18 seconds
West 1465.10 feet to a point located in the intersection of the southern or southeastern right of way line
of Mathews Road (S. R. 1347) and the eastem right of way line of Pasquotank Boulevard; thence along
the southern or southeastern right of way line of Mathews Road, North 48 degrees 16 minutes 31
seconds East 1595.56 feet to the place and point of beginning, and being a tract containing 44.024 acres
more or less.
Being the same property conveyed to Virginia W. Basher, Robert M. Bosher, Christina Bosher and
Carolyn B. Maloney by deed dated December 14, 2006 and filed in Book 320, Page 751, Perquimans
County Registry. Being the Same property conveyed by Virginia W. Bosher, Robert M. Bosher,
r,irgdA
-12.

2009-10-13 14:17 Perquimans ROD 2524267443 » 2522611760 P 14/14
Book 363 Page 516
Christina Bosher and Carole B. Maloney and their respective spouses (as applicable) dated June 16,
2008 and recorded immediately prior to this Deed.
This parcel is identified in the Perquimans County Tax Office records as PIN 7866-75-5738 and Map 2-
0082-0006.
20 Acre parcel (9-A1j p01, prA- TrbAC,r)
Beginning at a point located in the southwestern corner of the Cole Tract as described in deed to
Virginia W, Boshz-r, Robert M. Bosher, Christina Bosher and Carolyn B. Maloney dated December 14,
2006 and filed in Book 320, Page 751, Perquimans County Registry, said point being in the northern or
northeastern right of way line of Pasquotank Boulevard; thence North 36 degrees 45 minutes 18 seconds
West 1465.10 feet to a point located in the intersection of the souther or southeastern right of way line
of Mathews Road (S. R. 1347) and the eastern right of way line of Pasquotank Boulevard; thence in a
general southerly direction along the eastern right of way line of Pasquotank Boulevard; thence in a
general easterly direction along the northern right of way line of Pasquotank Boulevard, to the place and
point of beginning.
Being a portion of the property conveyed to HPB Enterprises by deed dated October 16, 1995 and filed
in Book 166, Page 665, Perquimans County Registry.
Tbis parcel is identified in the Perquimans County Tax Office records as PIN 7866-64-8980.000 and
Map 2-0082-0027.
Possibilities of Reverter and Preem tive Ri hts:
To the extent pertnitled by applicable law, Grantor hereby grants, conveys, assigns and transfers to
Grantee, the following:
Preemptive rigbt reserved by HPB Enterprises in Deed from HPB Enterprises to Ray A. Randolph and
wife, Julia Fay H. Randolph, dated October 16, 1995 and recorded in Book 166, Page 667, Perquimans
County Registry.
HPB Enterprises makes no warranty as to the rights of reverser and preemptive rights described in this
Exhibit A.
GIU90 -13-

i
5rd11'Ylld O " �s;�9v� JUN 1 0 2011
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A.
Project Name Albemarle Plantation - Waterleaf Section
Location of land -disturbing activity: County Perctuimans City or Township Bethel Township
Highway/Street Holiday Island Rd (SR1347) Latitude 36°06'02" Longitude 76024'08"
Approximate date land -disturbing activity will commence: July 2011
Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 36 acres
6. Amount of fee enclosed: $ 2,340 . The application fee of $65.00 per acre (rounded up
to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Kip PeregoyE-mail Address [e-mail]
Telephone [phone] Cell # _(252) 229-9025 Fax # [phone]^�
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Albemarle Plantation Holdings, LLC
Name Telephone Fax Number
1003-B Red Banks Rd
Current Mailing Address
1003-B Red Banks Rd
Current Street Address
Greenville NC 27858 Greenville NC 27858
City State Zip City 9 copy Stat
°' �EV
10. Deed Book No. 363 Page No. 504 Provide a co of the most current
Part B.
JUN €3 8 2011
Person(s) or firm(s) who are financially responsible for the land -disturb+: ckwkyr�( lad a
comprehensive list of all responsible parties on an attached sheet): iIM"'0Hll��'{O!� FiFialnNALOFFiCE
Albemarle Plantation Holdings. LLC
Name E-mail Address
1003-B Red Banks Rd. 1003-B Red Banks Rd.
Current Mailing Address Current Street Address
Greenville NC 27858 Greenville NC 27858
City State Zip City State Zip
Telephone a2-��r Fax Number ZJF-,?-S�-3==

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City
Telephone
E-mail Address
Current Street Address
State Zip City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Barry D. Mann mannpmanninn fulton.com
Name of Registered Agent E-mail Address
3605 Glenwood Avenue, Suite 500 3605 Glenwood Avenue, Suite_500
Current Mailing Address Current Street Address
Raleigh NC 27612 Raleigh _ NC 27612
City Slate Zip City State Zip
Telephone [phone] _ Fax Number 919 325-4616
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
,corrected information should there be any change in the information provided herein.
w CX . CY e
peprrint na e Title or Aut rity
3Sign Date
chi �fc a Notary Public of the County of �,' t Mnf s3
State of North Carolina, hereby certify that W A� a 1`\ G Cxc o er appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this day of AN Ck , 20_�
1 E IC A S :
U
Nototy Public Notary
PercStns County
My Con f xpitesti 1
My COmmlSSlon expires V�
R �Hr iCrA ko\,\