SW8031055_HISTORICAL FILE_20080416

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 3 i a 5 5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
W HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
?moo& 04 1
YYYYM M DD

L0G-,NN
4/9/09
Jennifer Royal has my permission to attend the Stormwater
Submittal Meeting in my place on April 10, 2008 at
8:30AM at the Dept. of Environmental and Natural
Resources building in Wilmington.
l
ogan
Developing Lifestyles Along the Coast
W W W. LOGANHOMES,COM
910-452-7175
---.................. ................................
GO GREGORY ROAD, SUITE I
BY.LV ILLS, NC 28451

Wedgewood Stormwater Permit SW8 031055MOD
Subject: Wedgewood Stormwater Permit SW8 031055MOD
From: "Meridith Butler" [e-mail]>
Date: Tue, 22 Apr 2008 13:05:50 -0400
To: <[e-mail]>
Hi Jo,
1 have a permit that was issued for Wedgewood Stormwater (SW8 031055 MOD) on April 16, 2008,
and its expiration date is October 15, 2007. I've tried to call Chris Baker about this but I keep missing
him. Could you help me with this matter? I have enclosed a copy of the permit and highlighted the
parts that need to be changed. Thank you for your help.
V '7
Sincerely, '�� � � � � 7Y • � � � J
I' 1
Meridith B. Butler
Cape Fear Engineering
151 Poole Rd. i
Belville, NC 28451
[phone]
Notice: The information contained in this message is intended only for use of the individuals) named
above and may contain confidential, proprietary or legally privileged information. No confidentiality
or privilege is waived or lost by any mistransmission. If you are not the intended recipient of this
message you are hereby notified that you must not use, disseminate, or copy it in arty form or take any
action in reliance of it. If you have received this message in error please delete it and any copies of it
and note the sender immediately.
Content -Description: Wedgewood Stormwater.pdf
Wedgewood Stormwater.pdf Content -Type: application/octet-stream
Content -Encoding: base64
1 of 1 4/22/2008 1:59 PM

.
r �
� ..
I i`
..a '
,
f
�i
.. � �. .r r'r , � .. .. r, .e � ,. '
r ' ��•. `�i l� .
r � f
�4.
. '
.-
� -
,
!�
r
r '+

APR 18 2008
April 16, 2008
Mr. D. Logan, Managing Member
WDB Developers, LLC
60 Gregory Road, Suite 1
Belville, NC 28451
Michael F. Easley, Ouvernor
William G. Ross Jr., Sccruwy
North Carolina Department of Envinmment and Natural Resources
11
la Coleen U, Sullins Director
RECOPY Division of Water Quality
Ild F1
Subject: Stormwater Permit No. SW8 031055MOD
Wedgewood
High Densi y Subdivision Project
Brunswick County
Dear Mr. Logan:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Wedgewood on April 11, 2008. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2 .1000, We are forwarding Permit No. SW8 031055MOD, dated April 16,
2008, for the construction of the project, Wedgewood.
This permit shall be effective from the date of issuance unti Oct6ber'1'5;:2007F z .. shall be
subject to the conditions and limitations as specified therein. eas pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information con ce rning- th i's-rriatter, please
contact Chris Baker, or me at'[phone].
Sine, ly,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb: S:IWQSISTORMWATERIPERMITi031055MOD,.apr08
.Gir_Pcc: Lavren..m✓earEngineeririg; Inc'
:"'8funswick
County Inspections
Brunswick County Engineering
Chris Baker
Wilmington Regional Office tzlffflro�zll
Carinn
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 29405 Phone [phone] Customer Service
Wilmington RegioaalOffice Intemet: WWW.flMteKgualitv.oru Fax [phone].623-6748
An Equal OpportuNtylAffirmakire Aclion Empbyer — 50% Rerycle&10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 031065MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
D.1. Logan and WDB Developers, LLC
Wedgewood
Lanvale Road, Brunswick County
FOR THE
construction, opperation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 {hereafter referred to as the °stounwaterrulesl and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until O tc ober-15 20 i70 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this permit. Phase I of the
subdivision is permitted for 108 lots, each allowed a maximum of 3,200 square
feet of built -upon area. See the table below for Phase 11 allowable BUAllot,
edgewood Phase 11
71-97 &
72-100,
1-14,
129-143
130-136, &
Lot Ws
51-69,
15-50
(odd lot O's
140-144
99
138
145
101-127
only)
(even lot
#'s only)
'Allowable
BUA sf
3150
2,950
3,475
3,223
3,300
3,224
3,420
Page2of9

State Stormwater Management Systems
Permit No. SW8 031055MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
TATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
D.I. Logan and WDB Developers, LLC
Wedgewood
Lanvale Road, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 25, 2016 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this permit. Phase I of the
subdivision is permitted for 108 lots, each allowed a maximum of 3,200 square
feet of built -upon area. See the table below for Phase II allowable BUAllot:
Wed ewood Phase II
71-97 &
72-100,
1-14,
129-143
130-136, &
Lot #'s
51-69,
15-50
(odd lot #'s
140-144
99
138
145
101-127
only)
(even lot
#'s only)
Allowable
3,150
2,950
3,475
3,223
3,300
3,224
3,420
BUA (sf)
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 031055MOD
3
4
5
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
This pond must be operated with a 30' vegetated filter.
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Phase 1 108 Lots at 3,200 ft2:
Phase 11 Lots at (see table) ft2:
Roads/Parking, ft2:
Sidewalks, ft2:
Amenity Center, ft2:
Pond Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP ft2:
Permitted Storage Volume, ft
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream 1 River Basin:
Stream Index Number:
Classification of Water Body:
11. SCHEDULE OF COMPLIANCE
71.14
3,366,208
None
1,122,824
345,600
458,800
292,723
10,019
15,682
10
90%
1
24
97,878
210,658
26
6" O pipe
584,483
123,891
2
Jackey's Creek 1 Cape Fear
18-77-3
SW'
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 031055MOD
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
7. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
8. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 031055MOD
13. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
15. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 031055MOD, as
issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 3,200 square feet for Phase I. For
Phase 11 maximum BUAllot see table below:
Wed ewood Phase II
71-97 &
72-100,
1-14,
129-143
130-136, &
Lot #'s
51-69,
15-50
(odd lot Vs
140-144
99
138
145
101-127
only)
(even lot
#'s only)
Allowable
BUA (sf)
3,150
2,950
3,475
3,223
3,300
3,224
3,420
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 031055MOD
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
In. Built -upon area in excess of the permitted amount will require a permit
modification.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 2.
20. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 031055MOD
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 16th day of April, 2008.
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(3, a�
fr-)r Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 031055MOD
Page 7of9

State Stormwater Management Systems
Permit No. SW8 031055MOD
Wedgewood
Stormwater Permit No. SW8 031055MOD
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (period icallylweeklylfulI
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 031055MOD
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9 of 9

Central Files: APS SWP
04/ 16108
Permit Number SW8031055
Permit Tracking Slip
Program Category Status Project Type
State SW Active Major modification
Permit Type Version Permit Classification
State Stormwater 1.20 Individual
Primary Reviewer Permit Contact Affiliation
chris. baker
Permitted Flow
Facility Name Major/Minor Region
Wedgewood at Lanvale Minor Wilmington
Location Address County
Sr 1438 Brunswick Co Brunswick
Southport NC 28461 Facility Contact Affiliation
Owner Name Owner Type
Wdb Developers LLC Non -Government
Owner Affiliation
D Logan
60 Gregory Rd Ste 1
Belville NC 28451
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
07/23/04 04/10/08 04/16/08 04/16/08
Regulated Activities Requested/Received Events
Slate Stormwater - HD - Detention Pond Deed restriction requested
State Stormwater - Low Density Deed restriction received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin
i

CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
1EL (9 f0) 383-1044
FAX [phone]
www, capefearengineering. com
To:
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Chris Baker
❑ As Requested
❑ Sent via Mail
Transmittal
Date: April 10, 2008
File: 807-21 "36"
Subject: "High Density w/Detention Pond"
Express State Stormwater Management
Permit Modification
Brunswick County
❑ For Your Files ❑ For Distribution ® For your Review 1 Action 1 Approval
❑ Sent via Courier
Quantity
Drawing No,
Description
1
Check #
Application Fee $4,000.00, Check #
2
Sets Sealed, Signed, and Dated Site Layout & Grading Plans
1
Original Application SWU-101 wl Wet Detention Pond Supplement SWU-102
1
Original Proposed Deed Restriction Statement (Signed and Notarized)
1
Copy Applicant Information from Secretary of State Corporations Database
1
Sealed, Signed, and Dated Calculations and Narrative
1
SHWT Soil Report
REMARKS
CC: File Copy
Cape Fear Engineering, Inc.
Signed:
Received By:
Date:

L-5
ijoOOOO?L, I 241il i:053 LD L 12 11:0005 2950084 68110
RECEIVED
APR
APR 1 0 ?008
BY:
US pol, q, W

.. ,. ,. � r � . � �.1 A `
E

North Carolina Department of Environment and
ATA
Natural Resources
NCDEW Request for'ExpMa Permit Review
fiLL4N all the lnformetion below end CHECK the Permlr(i) jvu im requesting for express review. FAX a
coordinator along with a completed 2gAiLED narrative, site, plan 1PDF f iel-and vkintty mite iseme lteini eex e
of the project location. tncludo this form In the epplkarfon package.
• AsheytUa RegfomAllson Davidson 818.246 <B98 afisan davidsan�ncmafl.nat
• Fayetteville or Raleigh Region -David Lee 919-7914203; david.leeftmAner
• Mooresvi0a d •Pat*k Grogan 704-93-3772 or Aatrfck.arnaan�ncmaif.net
• Waihington 6gion-Lyn Hirdtson 252-9t&9215 or (Xnhariflsorr#itirc+nalt.nef
• Wilmington Region-Anet Russell910-350.2004 or farreLrus9 3RY ncm+if.iret
NOTE Prgiad Aopk. tfort feoeived after 12 noon will be stamped in the lib lowing work day,
Project Name: WED5EW40D Canty BRUNSWiCIt
Applicant 0.1• LOGAN Company: WOO REVEL PERS, LLC
Address; 60 GREGORY RQAt7 City: BELVILLE. State: jyr Zip: &M
Phone:910-45Z-7175 Fax:[phone] Emah,
Project is Grains Into C( waters Project Located In CAPE F AE? RWet Basin
Enginor/Consuttant Mike Tack Company: Oa2g Fffirfigitigeog Inc.
Addrass:151 POOLE ROAD SUITE_1.00 City. BELVIL E,.Stata, & Zip, `1
Phone: 91f)-3 lQ!!4 Fax::91 •1045 Email: mike.tack".capefe mn-gineerin-q.o m
Chock all that a
For DENR Use ONLY
Revievrar.
Subma
Time.
cow F,rpress odd
W In the opptkadon »aC a odme�
Cl $coping Meeting ONLY ❑ DWQ, ❑ 0CM, ❑ OAR, ❑ OTHER:.T
Stream Ors fn Qeberminatfon: i of Stmmam casts — Please attach TOPO map mefkLkq the areas In gVUtbns
® State Stormwater ❑ General. ❑ SFR, ❑Bkhd & St Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ] Low Density -Curb & Gutter . # Curb Oudel Swains ❑ off -site [SW (Provide permif #)j
® High Density-6atentlon Poad 10 Treatment Systems ❑ 8p h Denslty-ltrfiltradon _,_ #Treatment Sysfams
❑ high Density-Bfo-ReEerttlon # Tfestnient Systems ❑ High Density _ConstruCtivve Wetlands _# 7rosiment Systems,
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION, SW =, TWO permit #]
❑ Coastal Management ❑,Excavation & Fill ❑ Bridges & Culverts ❑ Stru' tuns lnforrimatbn
❑,Upland Developreent ❑ Marina Development ❑ Urban:Weferfnmnt
Land Quality Erosion and�Sedimentadon Control Plan with r _ acres to be disturbed: CK p_ for ...
❑ KY ❑ ( ( DENR use))
alums
T
❑ Wetlands (0): ck oil That an isolated wetland on Property ElYes ® No
wetlands on Site ® Yes ❑ No Buffer impacts: S No ❑ YES: acrejs)
Wetlands Datinastion has been completed: ®Yes ❑ No Minor Variance: ® No ❑.YES
US ACOE Approval of Deflrieatiort completed: ❑ Yes. ® No Major General Variance ® No ❑ YES
404 Applfcatianln Process wf US ACOE: ❑Yes ®No 401 AppScaaon re4utred: ❑Yes ®No If YES, ❑ Regular,
Permit Received from US ACOE ❑ Yes ® No, Perenniat; Blue Tine stream, etc on site ❑yes ® No
For DENR usa.onty
Fee Split for multi le permits: Check # Total Fee Amount $
SUBWTAL DATES:
. Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance U Mal-, - kttn
S
SW ❑ HD, ❑ LD, El Gen
$
401:
1
S .
LOS
$
Stream Deter
S
- Vr

Project NameLUar-,'LLMOCL
Stormwater Express Questionnaire (8115R007)
What is the applicant's full legal name? p .oe11
pif a corporation. LL.0 or Partnership Is Involved, what is that name? S if it's it's an LLC, is it IN manager -managed or 0 member -managed?
What is the eppiic6rft title within the corporation, I,LC or partnership?
Will an agent (someone other then the applicant) be signing the applica on ea �o
If Yes, what Is the agent's name and title? c
(%Please note the application signature requirements are listed in NCAC 2R 1003 (e). In E
summary, only'the sole praprretor of a'sole proprietorship, the designated manager, member -
manager, president or vice president of a corporation or L LC, the general. partner of a i
partnership, or a ranking offlclaf of a 'rnunidpality may sign it applications and supplements
The signature of the engineer or other agent can be. a led only if acco led by a signed
letter of authomation from ons of the aforementioned i ividuals. Corpora, LLC's and
Partnerships must be rreegistered with. the NC Secretary of State's Qfl7ce, and be active. Please
note that spelling, capitalization, and punctuation are extremely important. Please provide the
entity name exactly as on file with the NC Secretary of State_ : ' , ;
2 Where Is the project located?
Coun C., yftTwt locorest Town/Citynames
(Attar a eta a vrcrnr y map wr h oth local street names and SR NC, USor Irrterstae�
highway numbers, plus other relevant information such aslown oraty.nameA dirachons.to, etc;
Show.the nearest intersection, of two major roads on'the ,vicinity map. A major road is any 1, 2 or
3 digit NC, US or interstate highway.)
If the inject is located in Brunswick, Onslow or New Hanover Counties, NPDES Phase 11 Post
Constrructlon rules will apply.
3. What is the name of the receiving stream? t i & &J4 S Ce-r K
What River Basin. Is it located in? _ _ n� _, o-- e-
What'is the classification of the`receivinig stream? _ 1 _ SL'i
For SA -or SR, waters, a separate scaled topoographic map. "I be requZred The project must be
accurately located on the map and the. M hV1a `radius from the property corner dosest to the SA
or SR receiving stream must be drawn on the map.
4, If th pproect,is high density; what type of stormwater management 8MP'9 are being proposed?
(check all that apply)
Wet Detention lnflltratlon TrenchInfiltration Basin Sand Filter
Blo-rstentlon Wetlands 8 Alternative 8 Offsite
dry Detention Other
How many separate BMP's are being proposed? 1 2 3 4 5 B 7 8 9.10 11 12 other
• i
5. Is there ofislte runoff from the adjacent properties or public d ht-of--way that will drain into any of
the proposed BMP's.on the project and is not being diverted? ❑ Yes RNo
8. Is;an access road across other property required to access the project? ❑.Yes 5j No
7. Is there any existing development or pre-1988 existing Bt1A located on the pro rty?
(Please provide documentation & delineate and identify on the plans.) (Yes No
8. For high density projects, has all of the proposed SUA bean collected? Yes ❑ No
(If not attach a separate explanation sheet)
Page 1 of 2

1
�i
Project Name
i
9. Will the project iny2Lve the subdivisi n and sale of property? aYes (:]No
Is the subdivision residential or,L commercial?
How mariy lots are proposed? Jf
(Dead restrictions are require a re en r , commercial, low density or high density sub-
divisions. Specific language for the vartous:types of subdivisions is available from DE R )
% Have the wetlands been'delineated? 'Yes ❑ No
(All prry�*ads require either a signed wetlands dellneadon map or a wetlands report to be
submitted with the, application. Only a trained professional may provide information regarding
the presence. or absence. of wegands.)
11. Are wet'detention ponds or other engineered controls proposed to be located d scent
wetlands? (SYes [:]No
(1f, yes, a: physical means to pprsve the dewatering of the wetland must be provi�d, or the
SFfW? must be provided b demonstrate mat the parrrrarrerrt pool of the 8MP is above the
SHWT and will not deter a the, wetlands over
Where passible,. ail 8MP's and swales
should outlet into back the wetland (with level spreaders).
12. Forinfiltration projects, has a site visit been completed with the DENR sot a scientist to rify the
soil type, water table and Iriflitration rate provided in the soils report? N f O Yes L No.
If yes, what was the date of the site visit?
Include a copy of the consultant's soil report W6 the application.
13. Does the project propose, Level Spreaders aftb a outlet of all engine red ntrol and les
prior to entering surface waters or wetlands rrL ft rc%lt (.-)I LYes No
- n , KV Jw`
(The purpose of the level 'spreader is to reduce the energy of the incoming runoff and to
promote diffuse sheefflow to prevent eruslon and scour into the receiving Watasis or wetlands.)
14. Is this project a modification to.an existing permit, part of,a larger'subdhftion, or Is it a lot that -
will be treated in a BMP under a previously issued permit? Yes ❑ No
If yes, what is the name of the'permitted facility? r4Q� 0'3 S
What is. the permit number of -the permitted facility? bj J©o&
Is'the permitted facility incompliance with its permies o
Have the deed restrictions been recorded? Flat -- Yes No - pn Z
Have the deed restrictions been submitted? Yes No
Has the Designer's Certlflcetion been submitted? Yes No
15. ' Do the plans reflect all information as listed' in 15A NCAC 2H.1003 (g)? 0 Yes ❑ No
16. Have all of the design requirements of each 'proposed BMA been €stet? Yes ❑ No
n6t, attach a separate explanetion sheet. Please note that the Express prvgr6m is not set up
(!f
to handle any type of deviation from the standard design.)
17. For each BMP In all high density projects, and low density curb.outiet swale pro cts, has'a
drainage area dellneatllon map been provided? Yes ❑ No
18. Any revisions made to the application as a result of this review may cause changes to the other
documentation. Plans, calculations, application, and supplements should be reviewed for any.
necessary changes. For example, changing the orifice size will require a modification to the
calculations, the pond details on the plans, and page 1 of the supplement
Page 2 of 2

_ .,QIJ
F INq �O,co
-�
October 15, 2007
Mr. D. Logan, Manager
WDB Developers, LLC
60 Gregory Road, Suite 1
Belville, NC 28451
Michael P. Lade}, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural RCSOnreeS
Subject: Corrected Stormwater Permit No. SW8 031055 Modification
Wedgewood at Lanvale (formerly Lanvale Farms)
High Density Subdivision Project
Brunswick County
Dear Mr. Logan:
Coleen 1-1_ Sullins, Director
Division of Water Quality
The Wilmington Regional Office received a Plan Revision and a Name/Ownership Change
form to add Phase II and transfer the Stormwater Management Permit for Wedgewood at
Lanvale, on July,18, 2007. The Plan Revision to add Phase II was approved on July 25, 2007,
without realizing Ithat the corporate name (WDB, LLC) listed on the Name/Ownership Change
form was incorrect. This modified permit is issued to replace all previous versions of the permit
and the plan revision approvals Staff review of the plans and specifications has determined
that the project,jas proposed%ill comply with the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000.1 We are forwarding Permit-No._SW8 031055 Modification, dated October 15,
2007; for the canstructior/ and maintenance of-th(isubject project.
!f /
,This permit shall be effective from the date of issua)le until October 25, 2016, the original
expiration datOl and/shall be/s66ject to the conditions and limitations as specified therein.
Please pay special attention �to the Operation arid`Maintenai ce requirements in this permit.
Failure to establish/an adequate system for,o`peration and%maintenance of the stormwater
management' system will result in future compliance problems.
If any parts, requirements, or limitations contained in,thls permit are unacceptable, you have
the right to request an adjudicatory'hearing upon written request within sixty (60),days
following receipt of this permit. This request must/be in the formfof a written petition,
conforming to Chapter 150E of the North Caroliria�General Statutes, and filed withlthe Office of
Administrative Hearings, P.O. Drawer 27447,/Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and bind�g�
If you have any questions, or need additional information concerning this matter, please
contacda Lewis, or me at [phone].
Sin ely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ari: S:IWQSISTORMWATERIPERMIT1031055Mod.oct07
cc: Mark N. Hargrove, P.E., Withers & Ravenel, Inc.
Delaney Aycock, Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Linda Lewis
Wilmington Regional Office Nonc
f hCarolina
Central Files Alaturatty
North Carolina Division of Water Qualily 127 Cardinal Di ive Lxiension Wilmington, NC 28405 Phone [phone] Customer Sen'ice
Wilmington Regional Office Internet: www.ncwateryuakly org fax [phone]
An Equal OpportunolAffirmative Action Employer — 50% Recycled110% Post Consumer Paper

' State Stormwater Management Systems
' Permit No. SW8 031055 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
I:T[er; ><iI: 4 h, Iq Icy 11 WADI: : 0 [QIuI : I 111111
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable taws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
D. Logan and WDB Developers, LLC
Wedgewood at Lanvale
Lanvale Road at Kingsbridge Road, Leland, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 25, 2016, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6, of this 2permit. The stormwater facility has been
designed to handle a total of 1,293,220 ft of built -upon area, as defined in the
stormwater rules.
3. The subdivision is permitted for 252 lots, each limited to a maximum amount of
built -upon area as follows: Phase I — 107 lots at 3,200 ft2; Phase II - 32 lots at
3,200 ft2 and 113 lots at 2,220 ft2.
4. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2of8

State Stormwater Management Systems, -
Permit No. SW8 031055 Modification
0
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
1
c
d
e
f.
9
m
n.
o.
p_
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Phase 1 107 Lots at 3,200 ft2:
Phase I Roads, ft2:
Phase I Sidewalks, ft2:
Phase I Pool Amenity, ft2: 2
Phase 2 113 Lots @2,220 ft
Phase 2 32 Lots P200 ft2:
Phase 2 Roads, ft
Phase 2 Sidewalks, ft2:
Future Phase III, ft2:
Pond Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL
Permitted Surface Area @PP ft2:
Permitted Storage Volume, ft�:
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream I River Basin:
Stream Index Number:
Classification of Water Body:
11. SCHEDULE OF COMPLIANCE
91.47
3,984,277
None
1,293,139
342,400
139,744
2,798
14,953
250,860
102,400
173,042
7,307
259,635
7.5
90%
1"
24.0
56,595
119,056
25.9
4.0"0 pipe
198,070
54,999
314
Jackey's Creek 1 Cape Fear
CPF17 18-77-3
"C Sw"
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
.revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 3of8

State Stormwater Management Systems
Permit No. SW8 031055 Modification
5. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 314 horsepower.
Page 4of8

State Stormwater Management Systems,
Permit No. SW8 031055 Modification
13. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 031055 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is as follows: Phase 1 Lots 1-10 and
12-108 @3,200 ft2; Phase 2 Lots 1-113 @2,220 ft2; and Phase 2 Lots 114-
145 @3,200 ft2. This allotted amount includes any built -upon area
constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
g. Built -upon area in excess of the permitted amount will require a permit
modification.
14. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the date or recording, the
signature of the Permittee, the deed book number and page, and the
stamp/signature of the Register of Deeds.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 031055 Modification
18. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
Ill. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form", signed by the parties involved, must be
submitted to the Division of Water Quality accompanied by the appropriate
documentation as listed on page 2 of the form. The project must be in good
standing with DWQ. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement Stormwater management systems.
6. The permit may be modified, revoked and -reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days of making said change.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 15th day of October 2007.
NORTH,CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems'
Permit No. SW8 031055 Modification '
Wedgewood at Lanvale (formerly Lanvale Farms) Page 1 of 2
Stormwater Permit No. SW8 031055 Modification
Brunswick County
Designer's Certification
1, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically / weekly
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 031055 Modification
Certification Requirements: Page 2 of 2
1.
The drainage area to the system contains approximately the permitted
acreage.
2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4.
All roof drains are located such that the runoff is directed into the system.
5.
The outlet/bypass structure elevations are per the approved plan.
5.
The outlet structure is located per the approved plans.
7.
Trash rack is provided on the outlet/bypass structure.
8.
All slopes are grassed with permanent vegetation.
9.
Vegetated slopes are no steeper than 3:1.
10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11.
The permitted amounts of surface area and/or volume have been
provided.
12.
Required drawdown devices are correctly sized per the approved plans.
13.
All required design depths are provided.
14.
All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15.
The required dimensions of the system are provided, per the approved
plan.
CC' NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 8 of 8

;\lichael F. Easley, Governor
William G. Russ Jr., Sccrctx
North Carolina [department of Environment and Natural Resources
Culcen Ii. Sullins, Director
f)ivision ol' Water Quafily
WATER QUALITY SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
1. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number: SW8 031055 Modification
2. Permit Holder's name: Joseph H. Goodman, Lanvale Corporation, Inc.
3. Signing official's name: Joseph H. Goodman_ Title: President
(person legally responsible for permit)
4. Mailing address: P.O. Box 4292 City: Wilmington
State: NC ZipCode: 28406 Phone: [phone] FAX: NIA
(Area Code and Number) (Area Code and Number)
II. NEW OWNER 1 PROJECT 1 ADDRESS INFORMATION
1, This request is for: (please check all that apply)
X a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below)
C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit: WD \AJ06 (Jetretfoon, LLL
3. New owner's signing official's name and title: D. Logan
Manager
(Title)
4. New Mailing Address: 60 Gregory Road Suite 1 _City: Belville
State: NC ZipCode: 28451 Phone: [phone] FAX: NIA
(Area Code and Number) (Area Code and Number)
5. New Project Name to be placed on permit: Wedgewood at Lanvale (No Change)
Page 1 of 2
NooihCaroI in
Naturally
North Carolina 17ivision of Walter QUalitV 127 Cardinal [hive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional0111ce Interact: sv tiy,nc�t'atrrq��aliR'. re Fax [phone]
An Equal OpportunilylAffirmabve Action Employer— 50% Recycled110% Post Consumer Paper

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. An Operation and Maintenance plan, signed by the new applicant, if a system that
requires maintenance will change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
11 j as ��� �. Cr-- attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as inco
mplete.
Signature: Date: ()A'
New Applica s Certification: (M st be completed for all transfers of ownership)
I, T_ Z. C a. , attest that this application for an ownership
change has been reviewecrlond is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: — Date: 7 f ,�"
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
ATTN: Rhonda Hall
Page 2 of 2

:F1GOUSE 4Nl
Date Received
1�cc Paid
Permit Number
! &
7,060, 1 3)Y
0 M S MoD
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Lanvale Cornoratioei
2. Print Owner/Signing Official's eiaine and title (person legally responsible for facility and compliance):
Joseph 11. Goodman, President
3. Mailing Address for person listed in Item 2 above:
P.O. Box 4292
City: Wilmington State: _NC Zip: 2.8406
Telephone Number: [phone]
4, Project Name (subdivision, facility, or establislunent name — should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Wedt4ewood at Lanvale
5. Location of- Project (street address):
Located directly off of Lanvale Road (S.R. 1438)
City: Leland County: Brunswick
6. Directions to project (G-onn nearest major intersection):
i'rom NC.1-lwy 74/76, take Hwy 17 south toward Myrtle Beach. Turn right onto Lanvale Road (S.R. 1438)
for annroximately l .5 miles.
7. Latitude: 35° 13' 01" N Longitude: 780 03' 07" W of project.
8. Contact person who can answer questions about the project::
Name: Liss Thomas "telephone Number: ( 910) 256-9277,
11. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
roan SWU-101 Version 3.99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit_ list the
existing permit number SW8 03 1055 and its issue date (if known) July 22, 2004
3. Specify the type of project (check one):
Low Density High Density Redevelop
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control
General Permit Other
404/401 Permit X NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
111. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be treated by a wet detention pond
2. Storrnwater runoff from this project drains to the Cape hear
3. Total Project Area: 99.13 acres.
4
5
a,
Project Built Upon Area: 30%.
I -low many drainage areas does the project have? I
River Basin.
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Jacke s' Creek
Receiving Stream Class
C; Sw
Drainage Area
3,984,277 sf — 91.46 ac
Existing Im ervious*Area
- 0 -
Pro osed Impervious* Area
1,294,677 sf— 29.71 ac
% Im ervious* Area Total
32.5%
Im )ervious* Surface Area
Drainage Area 1
Drainage Area 2
On -Site Buildings
342,400 sf -
On -Site Streets
On -Site Parking/Paved Areas
Included in Other On -Sire
Amenit Area
On -Site Sidewalks ;
Z7� ..;'5 sf
Other On -Site Am nity Area) e/
14,953 sf
Future develojjLiicntPhase 2
Y GI -"Z 5&27M0 sf
Future development west of Lanvale)
c 27 sf
Off -Site
' - 0 -
Totak 1,29 sf--- 29.71 ac
Total:
*Impervious area is defined as the huilt upon area inclydirrg, but trot limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc,
Form SWU-101 Version 3.99 Page 2 of4

Flew was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size, and the allowable built -upon area for each lot must be provided as an
attachment.
The follouving covertanis are intended to ensure ongoing compliance with stale stormwater management
permil number as issued by the Division of Ulater Quality. 77tese covenants may not
he changed or deleted without the consent of the State.
2. No more than 3,200 square feet of mt}- lot shall he covered by structures or impervious materials.
hnpervious materials inclucle asl;halt, gavel, concrete, brick, stone, slate or similar material but rtol include
wood ciecking or the water surface of swimming pools.
3. Swales shall not be ftllecl in, piped, or altered except as necessmy, to provide driveway crossings.
4. Bui11-upon area in excess of the permitted amount requires a slate stormtvater management permit
modif cation prior to construction.
5. All permillecl runofffrom the outparcels or future developnrettt shall he direcled into the permitted
slormwaler control system, These cotmections to llte stormwater control system shall he performed in a
mamter that maintains the integrity and petformcmce of the sivem as perrmtlecl.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the; lartd, that the required covenants cannot be changed or deleted
Without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement forni(s) listed below must be submitted for
each 13MP specified for this project. Contact the Storrrnvater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
how Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neese River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Forin SWU-101 Version 3.99 Page 3 of

Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
complete package includes all ofthe items listed below. The complete application package should be submitted to
the appropriate D\VQ Regional Office.
1. Please indicate chat you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy ofthe Storniwater Management Permit Application Form t-JT
• One copy ofthe applicable Supplement Form(s) for each.13MP LJT
• Permit application processing fee of $2000 for express mod.(payable to NCDENR) L J T
• Detailed narrative description of storinwater treatment/management L 11 T
• Two copies of plans and specifications, including:
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
Vll. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please completc this section.
Designated agent (individual or firm): Withers & Raveriel, Inc.
Mailing Address: 7040 Wrightsville Avenue, Suite 101
City Wilmington State: NC Zip: 24803
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type n(ime of/)erson listed in General Ilrformaliou, Item 2) Joseph 14. Goodman _
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 15A
NCAC 21-1.1000.
Signature:
Date: f,
1/
Form SWU-101 Version 3,99 Page 4 of 4

Permit No. SW8 031055 MOD
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may, be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Wedgewood at l_anvale
Contact Person: D. Logan Phone Number: [phone]
For project with multiple basins, specify which basin this worksheet applies to: Pond No. 1
elevations
Basin Bottom Elevation
) 6.5
ft.
(floor of the basin)
Permanent Pool Elevation
24
ft.
(elevation of the orifice)
Temporary Pool Elevation
25.9
ft.
(elevation ofthe discharge structure overfloiv)
areas
Permanent Pool Surface Area
56,595
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
91.47
ac.
(on -site and off -site drainage to the basin)
Impervious Area
29.69
ac.
(on -site and off=,rile drainage to the basin)
volumes
P,ennanent Pool Volume
108,070
Cu. ft.
(combined volume of niain basin and forebay)
Temporary Pool Volume
119,056
cu. ft.
(volume delained above the permanent pool)
Forebay Volume
54,999
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DA1
0.80
(surface area to drainage area ratio from DYt"Q table)
Diameter of Orifice
4.0
in.
(2 to 5 day temporary pool draiv-doivn required)
Design Rainfall
I
in.
Design TSS Removal 2
90
%
(minimum 85% required
P:18071SI)7-021\,%dminls14)nnwaterlWet detention
supp 7-18-07.dnc
Form: SWU-102 Rev 3.99
Page I of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious `% and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 21-1 .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants I itlal :
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
'�- b. The forebay volume is approximately equal to 20% of the basin volume.
�y c. The temporary pool controls runoff from the design storm event.
v d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
r
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right -
of —way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) does X does not incorporate a vegetated filter at the outlet.
This system (check one) does X does not incorporate pretreatment other than a forebay.
P:18071807-0211AdtninlStormwater\Wel detention supp 7-18-07.doc
Form: SWU-102 Rev 3.99 Page 2 of 4

MaintQnance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
, 2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning .
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of'
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.)
The measuring device used to determine the sediment elevation shall be as such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 5.62 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill In the blanks)
Permanent Pool Elevation = 24,0'
Sediment Remov El.. 20.25' 75%
Sediment Removal Flevation = 18.38' 75%
Bottoni Elevation 19.0' S%
Bottorn Elevation = 16.5' 2.5%n
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin trust be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
P:18071807-0214kdmin\Stormwater\%Vet detention supp 7-I8-07.doe
Form: SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: D. Lop -an
Title
Address: 60 Gregory Road Suite l Belville, NC 28451
Phone-
Signat
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, TM oTHY T WA�40 a Notary Public for the State of
County of A,1cW #/j ;yyyrrr— ,do hereby certify that p,
personally appeared before me this 11r11 day of f �+ , _ate: ,and acknowledge the due
execution of the foregoing wet detention basin maintenance requirements. Witness my hand and official seal,
111
My colfimission expires ono
P:48071807-0214kdminlstnrmwaterl%%'et detention supp 7-18-07.doe
Form: SWU-102 Rev 3.99 Page 4 of 4

Read: SW8 031055 Mod. Wedgewood at Lanvale
Subject: Read: SW8 031055 Mod. Wedgewood at Lanvale
From: "Mark Hargrove" <[e-mail]>
Date: Thu, 20 Sep 2007 13:38:46 -0400
Your message
To: Mark Hargrove
Cc:
Subject: SW8 031055 Mod. Wedgewood at Lanvale
Sent: Thu, 20 Sep 2007 13:37:12 -0400
was read on Thu, 20 Sep 2007 13:37:56 -0400
Final -Recipient: RFC822; [e-mail]
Disposition: automatic-action/MDN-sent-automatically; displayed
X-MSExch-Correll
tion-Key: 9bFY2Ag3kuaG073rf1ZRmQ
Part 1.2 Content -Type: message/disposition-notification
Content -Encoding: 7bit
1 of 1 10/4/2007 12:42 PM

1,.
North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F Marshall DE PARTII ENTOF THE
Secretary SECRETARYOF STATE
PO Box. 29622 Raleigh, NC 27626-0622 [phone]
CORPORATIONS
Corporations Horne
Search By Corporate Name
Search For New Corporation
Search By Registered Agent
Important Notice
Corporations FAQ
Homeowners' Association FAQ
Tobacco Manufacturers
Dissolution Reports
Non -Profit Reports
Verify Certification
Online Annual Reports
LINKS & LEGISLATION
KBBE B2B Annual Reports
SOSID Number Correction
2001. Bill Summaries
1999 Senate Bills
Annual Reports 1.997
Corporations 1997
Register far E-Procurement
Dept. of Revenue
ONLINE ORDERS
Start An Order
New Payment Procedures
CONTACT US
Corporations Division
Secretary of State's web site
TOOLS
Secretary of State Home
Secretary of State Site Map
Printable Page
Date: 9/20/2007
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I Annual Report Count I File an
Annual Report I
Corporation Names
Name Name Type
NC WDB DEVELOPERS, LLC Legal
Limited Liability Company Information
SOSID:
0907145
Status:
Current -Active
Date Formed:
4/4/2007
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Logan, D I
Registered Office Address:
60 Gregory Road
Belville NC 28451
Registered Mailing Address:
60 Gregory Road
Belviile NC 28451
Principal Office Address:
No Address
Principal Mailing Address:
No Address
For questions or comments about the Secretary of State's web site, please send e-mail to Webmaster,
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pltemld= 8181670 9/20/2007

ARTICLES OF ORGANIZATION
OF
WDB DEVELOPERS, LLC
SO S I D: 907145
Date Filed: 4/4/2007 11:54:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200709301204
Pursuant to Section 57C-2-21 of the North Carolina Limited Liability Company Act, the
undersigned adopt the following Articles of Organization for the Company:
ARTICLE I
NAME
The name of the Limited Liability Company shall be WDB DEVELOPERS, LLC (the
"Company").
ARTICLE II
INITIAL REGISTERED AGENT AND REGISTERED OFFICE
The street address of the initial registered office shall be 60 Gregory Road, Belville,
North Carolina 28451. Eck �y
The mailing address of the initial registered office shall be 60 Gregory Road, Belville,
North Carolina 28451
The name of the initial registered agent at the registered office is: D L Logan.
ARTICLE III
PERIOD OF DURATION
The Company's existence shall commence upon the acceptance and filing of these
Articles of Organization by the Secretary of State of North Carolina and shall continue until
dissolved pursuant to the terms of the Operating Agreement or North Carolina law.
ARTICLE IV
MANAGER. MANAGED COMPANY
The Limited Liability Company shall be Manager managed. Not all Members of the
Limited Liability Company shall be Managers.

ARTICLE V
PARTIES TO THIS DOCUMENT
The names and address of all persons executing these Articles of Organization are as
follows:
Jeffrey P. Keeter
Block, Crouch & Keeter, LLP
310 N. Front Street
Wilmington, New Hanover County, NC 28401
Phone [phone]
Fax [phone]
ARTICLE VI
INDEMNIFICATION OF MANAGERS
A. A manager of this Company shall not be personally liable to the Company or its
members for monetary damages for breach of fiduciary duty as a Manager, except for liability (i)
for any breach of Manager's duty of loyalty to the Company or its members, (ii) for acts or
omissions not in good faith or which involve intentional misconduct or knowing violation of any
law, (iii) for a transaction from which the Manager derived an improper personal benefit, or (iv)
under the provisions of Section 57C-4-07 of the North Carolina Limited Liability Company Act.
B. A Manager of this Company shall be reimbursed for and indemnified by the
Company against any payments made or personal liabilities reasonably incurred by any Manager
in the authorized conduct of its business or for the preservation of its business or property.
C. The Company may, by action of its Manager, provide indemnification to such of
the officer, employees, and agents of the Company to such extent and to such effect as the
Manager shall determine to be appropriate and authorized by applicable law.
D. The rights and authority conferred in this Article shall not be exclusive of any
other right which any person or the Company may have or hereafter acquire under any statute,
provision of the Articles of Organization or Operating Agreement of the Company, Agreement,
vote of members or disinterested Manager or otherwise.
This the day of April, 2007.
ney�PKeet'cr, Or #er
2
i

Michael F. Easley, Govemor
w A TFgQ
O G
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Du CCtor
Division of Water Quality
July 25, 2007
D. Logan
W.DB;'LLC
60 Gregory Road Suite 1
Belville, NC 28451
Subject: Approved Plan Revision
Wedgewood at Lanvale Phase II
Stormwater Project No. SW8 031055MOD
Brunswick County
Dear Mr. Logan:
On July 18, 2007, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 031055MOD. The revision includes the final design to the
Phase Il section of Wedgewood at Lanvale. The final design reflects 533,614 square feet of
proposed Built -Upon -Area (BUA). The allotted BUA for the Phase II section is 561,252 square
feet retaining 27,638 square feet of BUA for future development. It has been determined that a
formal permit modification is not required for the proposed changes. We are forwarding you an
approved copy of the revised plans for your files. Please replace the old approved plan sheets
with the new ones. An ownership change has been executed as well. Please replace the
cover page of the original permit with the enclosed updated cover page.
Please be aware that all terms and conditions of the permit issued on October 25, 2006,
remain in full force and effect. Please also understand that the approval of this revision to
the approved plans for the subject State Stormwater Permit is done on a case -by -case
basis. Any other changes to this project must be approved through this Office prior to
construction. The issuance of this plan revision does not preclude the permittee from
complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at (910)
796-7304.
Sincerely,
Gam.
Chris Baker
Environmental Engineer
ENBlcsb: S:1WQSIST'ORMWA"I'ERIPERMIT1031055MODPR.ju107
CC' Lawrence R. Gilman, P.E., Cape Fear Engineering, Inc.
Brunswick County Building Inspections
Chris Baker
Wilmington Regional Office ODC
Central Files NolthCarolina
Xalurally
North Carolina Division of Watcr Quality 1617 Mail Service Center Raleigh, NC 27699-I617 Phone [phone] Customer Service
Intcmet: www.nc�uality.ort Location: N. 512 Salisbury St. Raleigh, NC 27604 Fax [phone]
Ar Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper

. ,., State Stormwater Management Systems
Permit No. SW8 031055 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT _
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
D. Logan and WDB, LLC
Wedgewood at Lanvale II
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 25, 2016 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5, page 3, of this permit. This permit modification:
(a) adds 27 single-family lots to the subdivision at 3,200 square feet of built -upon
area (BUA) each to the previously permitted 82 lots, each allowed 3,200 square
feet of BUA; (b) adds future development area Phase 2 at 561,525 square feet of
BUA; (c) adds a future development area (west of Lanvale) at 231,719 square
feet of BUA; and (d) changes the pond's draw -down orifice size to 4" O and
redesigns the outlet structure to allow a temporary pool elevation of 25.9'. Total
BUA draining to the wet detention pond is increased to 1,293,139 square feet.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 9

45�1 CAPE FEAR
Engineering, Inc.
July 18, 2007
North Carolina Division of Water Quality
127 Cardinal Drive hxtension
Wilmington, North Carolina 28405
RIB: Wedgewood at Lanvale Phase 11 (Stormwater Project # SW8 031055 Mod)
To Whom It May Concern:
Please accept this package as a plan revision and Stormwater Permit Ownership -Name
Change. Previously, on October 25, 2006 the original stormwater permit for Wedgewood
was modified and approved to accommodate for the future impervious area of'
Wedgewood Phase I I and Wedgewood Phase [ 11. The design for Phase I I is completed
and with a total ol' 533,614 sf of impervious area proposed. The project does not exceed
the previously approved 561,525 sf of impervious allocated to a future Phase II
development.
The common area and land from both Phase [1 and Phase I I[ that is considered future
development has been transferred to the WD13, LLC company from the previously
permitted owners, Lanvale Corporation, Inc. At this time it is the client's intent to go
ahead and transfer the existing stormwater permit over to their name, WDB, LLC.
In this package please find attached two updated plan sets reflecting the new Phase 11
stormwater plan, the impervious breakdown for Phase 11 to prove that the project is still
low density and Calls under the previously approved impervious allocation as well as the
Stormwater Permit Ownership -Name Change form.
It is the professional opinion of this office that our submittal is in compliance with the
stormwater approval from October 25, 2006. The information provided should be
sufficient for your expedited review and approval. If you have any questions or need
additional information please feel Irce to contact this office.
Respectfully,
Jessica Winterwerp, FJ.
151 Poole Road, Suite 100 , Belville, NC25451 , TEL: [phone] • FAX: [phone]
www, ca pefearengineering. com

s CALCULATIONS
PROJECT:
_IENT
SUBJECT: STo?-'M\jATF2 bp&)srr..r i�a�rut w-rw.�s
DATE: 7 , UU - - -
PROD. NO.; 3 'DoZ
DESIGNED BY: i N LJ
I
I
E�
_Low 1� .ro,g - ,3vsC.00 C e2ao?..gi
ToTVIIL �4(As
IDS
• ,---�----Si�=_w1��ks_ �r3a-�-�-�—' I--'---#—I------t- - --;---_--___ k�-7
49
4�-_1�
Lo715. t;(I"i= i y5). ��;�I 6 Z.)
: f
r __Tq(L.HYi3E If IMP _533.,.Lo._v-.._.._�ap?5 A 7c '146 P!
t i I I i
I '
L - 'a3.CoCn
4.7AkL...,'..f'.i2o�e.�r.._..._Q�.ra..,=.._.._35yL..�s
i
_IMP
151 Poole Road, Suite 100
Belville, NO 25451 CAPE FEAR
TEL: [phone]-
FAX (910) 3,53-1045 Engineering, Inc.
www.capefearetigincering.com

1 T .
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.cc7pefearengineering.com
To:
NCDENR
127 Cardinal Road Extension
Wilmington, NC 28403
At
I Chris Baker
Transmittal
Date: 7/18/07
File: 807-021
Subject: Wedgewood At Lanvale
Phase 1J Plan Update
Stormwater Permit #
SW8031055MOD
❑ As Requested ❑ For Your Files ❑ For Distribution WFor your Review 1 Action 1 Approval
❑ Sent via -Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
2
SW-1
Phase 11 Overall Stormwater Schematic
2
-------
Coastal Stormwater Permit/Name Ownership Change Form
2
-------
Narrative
2
-------
Copies Deed
2
-------
Revised Wet Dentention Basin Supplement
2
a
a-
-------
�----
Cttsc-�
Stormwater Deed Restrictions
Copies Impervious Calculations
Copies Designer Certificate
Copies Approved Stormwater M& Permit
r J000 Elepe- ss Fc� ap I4ec.K. it- A? `13)
REMARKS
Transmittal -Poole Rd.doc

.t;
y
v
G
a
�'!
(a•
V
'1

t
Prepared by and Retumed to:
Jeffrey P. Keeter
Block, Crouch, Keeter, Behm & Sayed, LLP
P.Q. Box 4, Wilmington, NC 28402
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
Illlll llll Illl�lll 1111 11111111101111 a2i5 pl i 6 Qn- 00
Brunswick County, He Register of Deeds papa 1 of 5
Rebart J. Robinson Register of Deeds
0}25-200T 15:18:25.000 Brunswick County, NC
NC REVENUE STRAP: $2200.06 (nB0123)
J?j C&- GIUuCt�
Presenter
Total
Cki 'a 3 CO2Cash$
Refund, Cash $ Finance
O Pones of ddwmen%Are 6legl* due to WndibOn
of original.
O Dmuent contains seals vedAed by AirW
Neum m that cwnc4 be re.Nudrmd or coped.
WARRANTY DEER
THIS DEED, made this _day April 2007, by and between, LANVALE
CORPORATION, a North Carolina Corporation Company, GRANTOR, and NMB
DEVELOPERS, LLC, a North Carolina Limited Liability Company, whose address is 60
Gregory Road, Belville, NC 28451, GRANTEE;
WITNESSETH:
THAT the said GRANTOR, for and in consideration of the sum of TEN DOLLARS (S10,00)
and other valuable considerations to it in hand paid by GRANTEE, the receipt of which is hereby
acknowledged, has granted, bargained, sold, and conveyed, and by these presents does hereby grant,
bargain, sell, and convey unto the said GRANTEE, its successors and assigns, the following
described property�rlgld being in the County of Brunswick, and State of North Carolina, and
MMtYtr�i e��ut�1�'�e�y!rib as follows:
See attached Exhibit "A ".
TO HAVE AND TO HOLD the above granted and described premises together with all and
singular the rights, privileges, easements and appurtenances and hereditaments belonging or in
anyway appertaining unto the said GRANTEE, its successors and assigns, in fee simple.

IIIIIIlilllllll� Illrllllllll�� IIIII B2615 ?0743°Sep-� ON
�� n Brime�lek Leuniy, NC i2cgisiar of Duda pope 2 or S
��Cpa�ID: a said GRANTOR, for itself, its successors and assigns, does covenant to and with
the said 6%11*k, its successors and assigns, that it is seized in fee of said premises and that it has
good right to sell and convey the same; that the title is marketable and free and clear from any and all
encumbrances, except a set forth herein; and that it will, and its successors and assigns shall,
WARRANT AND DEFEND the title to the same against the lawful claims and demands of any and
all persons whomsoever.
Notwithstanding the foregoing, the warranties herein recited are subject to: 2007 ad valorem
taxes; all applicable zoning and land use ordinances, rules, regulations, laws and statutes; and all
restrictive covenants, easements and rights -of -way of record.
IN TESTIMONY WHEREOF, the said GRANTOR has caused this instrument to be signed
in its name by its President, on the day and year first above written.
LANVALE CORPORATION
BY: EAL)
Joseph H. Goodman, President
State of North Carolina
County of NEW da_QvEg
I, myr4 Y, Hewett , a Notary Public of e. _N w Hanover _ County, North
Carolina do certify that on this 25th day of May_ 2007 , before me personally
appeared Joseph H. Goodman , President
Of Lanvale Corporation a North Carolina Corporation
x_ personally known to me;
tom, proved to me by satisf�tory evidence;
It,rroved to me on't -or affirmation of who is
gstr �y 1t e
_Uv U 8o5FLLS
to be the'person(s) wlibs s��'s/are signed on the preceding or attached record, and
acknowledged to me that he/sh they signed it voluntarily for its stated purpose.
N otary�ub\ ��u � [llu rrr prrri
(Seat)
My Commission expires: 7/4/20Lo
Z
QJm
:$_
11;1"rNrl ffi%0P

II11111111111111111111111Jill 11111111 g?jt P0144 -20-2 00
Robert .i. Robinson
Brtwusek Ctltdnty, NC Register pf-0 j.ds P.,a 3 of S
LEGAL DESCRIPTIA ��'i/ap�2pe BOUNDARY FOR PHASE 2
WEDGEWOOD
COMMENCING AT AN EXISTING RAILROAD SPIKE AT THE INTERSECTION OF LANVALE ROAD (SR
1438) AND LANSAN LANE, THENCE N 22°1 F02" E, A DISTANCE OF 68.47' TO A POINT, THENCE S
70°42137" E A DISTANCE OF 30.04' TO A POINT IN THE EASTERN RIGHT-OF-WAY OF LANVALE ROAD,
THE SOUTHWEST CORNER OF THE PROPERTY RECORDED IN THE BRUNSWICK COUNTY REGISTER OF
DEEDS OFFICE AT MAP CABINET 29, PAGE 187, THE POINT AND PLACE OF BEGINNING. THENCE WITH
THE EASTERN RIGHT-OF-WAY OF LANVALE ROAD (SR 1438), N 22-13-35" E, A DISTANCE OF 489.92, TO
A POINT, THENCE N 18121103" E, A DISTANCE OF 103.3$' TO A POINT, THENCE N 09123155" E, A
DISTANCE OF 104.05' TO A POINT,
THENCE N 02°41'02" E, A DISTANCE OF 102.45' TO A POINT,
THENCE N 00°25'48" E, A DISTANCE OF 100.64' TO A POINT,
THENCE N 00"06'17" W, A DISTANCE OF 15,64' TO A POINT,
THENCE N 009 T50" W A DISTANCE OF 661.99' TO A POINT IN THE SOUTHERN RIGHT -OF -WAY OF
KINGSBRIGE ROAD, THENCE WITH SAID RIGHT-OF-WAY N 89°39'03" E, A DISTANCE OF 38.91- TO A
POINT, THENCE WITH THE REAR PROPERTY LINES OF LOTS 1-10 OF WEDGEWOOD PHASE 1B AS
RECORDED AT MAP CABINET 32, PAGE 423, S 00°20'S7" E, A DISTANCE OF 5.6 F TO A POINT TJITENCE S
44°39'03" W, A DISTANCE OF 12.60', TO A POINT, THENCE S 00°20'57" E, A DISTANCE OF 319.48' TO A
POINT,
'I'[ IENCE S 001 14139" E, A DISTANCE OF 328.40' TO A POINT,
THENCE S 75°52'47" W, A DISTANCE OF 0.56' TO A POINT, IN THE WESTERN BOUNDARY
OF WEDGF.WOOD PHASE IC AS RECORDED AT MAP CABINET 36, PAGE 532, THENCE ALONG WITH
THE BOUNDARY OF PHASE IC, S 00°05'37" W, A DISTANCE OF 22.90' TO A POINT, THENCE S 00°25'54" W
A DISTANCE OF 66.19% TO A POINT, THENCE S 01°47'48" W A DISTANCE OF 67,85' TO A POINTT, THENCE
S 02°41'08" W, A DISTANCE OF 63.71' TO A POINT,
THENCE S 09°24'01" W, A DISTANCE OF 108.16' TO A POINT,
THENCE S 18°21'I I" W, A DISTANCE OF 106.72' TO A POINT,
THENCE S 229342" W, A DISTANCE OF 383.59' TO A POINT,
THENCE S 07°39'32" W, A DISTANCE OF 62.21' TO A POINT,
THENCE S 56°43'44" E, A DISTANCE OF 62.68' TO A POINT,
THENCE S 70°58'22" E, A DISTANCE OF 348.28' TO A POINT,
THENCE N 16°04'05" E, A DISTANCE OF 260.50' TO A POINT,
TIIENCE N 26°55'1 I" W, A DISTANCE OF 95.84' TO A POINT,
THENCE N 07°06'23" E, A DISTANCE OF 99.36TO A POINT,
,49'TOA POINT,
��NCE N NCE N f4°O1'S9"�F�r,gTANCE OF 137.65' TO A POINT,
TH�1f j 8�3 11 A jDISTANCE OF 118.15' TO A POINT,
H �I WITIi A� # �/&1 RNING TO THE LEFT WITH AN ARC LENGTH OF 109.05',
LJ u ' Dfil f A CHORD BEARING OF N 01°34'33" E,
A DISTANCE VINO A POINT, THENCE WITH A CURVE TURNING TO THE LEFT
WITH AN ARC LENGTH OF 89.57', A RADIUS OF 3194.70',
WITH A CHORD BEARING OF N 02°55'49" W, A DISTANCE OF 89.57' TO A POINT,
THENCE N 02°3920" W. A DISTANCE OF 71,06' TO A POINT, THE SOUTHWEST CORNER OF LOT
12,THENCE WITH THE REAR BOUNDARY OF LOTS 12-25 OF WEDGEWOOD PHASE IB AS RECORDED
AT MAP CABINET 32, PAGE 423 N 87°42'43" E A DISTANCE OF 124.92'. TO A POINT, THENCE WITH SAID
LINE S 01 °00'32" E, A DISTANCE OF 67.02' TO A POINT,
THENCE N 60°06'57" E, A DISTANCE OF 173.53' TO A POINT,
THENCE N 46°52'33" E, A DISTANCE OF 77.66' TO A POINT,
THENCE N 33°57'02" E, A DISTANCE OF 77.66' TO A POINT,
THENCE N 21°01'32" E, A DISTANCE OF 77.66' TO A POINT,

%IIIII111111111111I Illlllll llll 111 B2 Robert p�7 Robinson
000
„ Br Am i aunty, NC Register of Daeda page 4 of 5
nn d�ffffII�11A+�1
THENCE N 08°06'0I" E, A DISTANC&, F'77.66' Tz$.; p
THENCE N 02°05'59" F, A DISTANCE OF 66,16' TO A P r`� Q
THENCE N I8'03'23" E, A DISTANCE OF 29.39' TO A PONT,
THENCE N 50124'52" E, A DISTANCE. OF 48.75' TO A POINT,
THENCE N 49°46'13" E, A DISTANCE OF 68.05' TO A POINT,
TIIF,NCE N 3615V43" E, A DISTANCE OF 77.66' TO A POINT,
THENCE N 23'55' 12" F. A DISTANCE OF 77.66' TO A POINT,
THENCE N 13' 10'25" E, A DISTANCE OF 76.54' TO A POINT N THE SOUTHERN RIGHT-OF-WAY OF
KNGSBRIDGE ROAD THENCE WITH THE REAR BOUNDARY OP WEDGEWOOD PHASE I AS RECORDED
ATMAP CABINET 31, PAGE 532 S 68'30'56" E, A DISTANCE OF 69.18' TO A POINT, THENCE N 22125,37" E,
A DISTANCE OF 60.01" l'O A POINT,
THENCE N 68'30'56" W, A DISTANCE OF 40.01' TO A POINT,
THENCE N 21129'04" E, A DISTANCE OF 40.00' TO A POINT,
THENCE N 69'30'56" W, A DISTANCE OF 40.00' TO A POINT,
THENCE N 21°29'04" E, A DISTANCE. OF 15.00' TO A POINT,
THENCE N 68'30'56" W, A DISTANCE OF 20.00' TO A POINT,
THENCE S 2I'29'04" W, A DISTANCE OF 55.00' TO A POINT,
THENCE N 68'30'56" W. A DISTANCE OF 2.84' TO A POINT,
THENCE N 01 °09'36" E, A DISTANCE OF 86.79' TO A POINT,
THENCE N I7'54'46" E, A DISTANCE OF 5637' TO A POINT,
THENCE N 22'30'00" E,, DISTANCE OF 64.00' TO A POINT,
THFNCL• N l I°29'29" E, A DISTANCE OF 96.08' TO A POINT,
THENCE N 08'40'18" W. A DISTANCE OF 93.10' TO A POINT,
THENCE N 28'31'41" W, A DISTANCE OF 93_l0' TO A PONT, "THENCE ANEW LINE
N 48123104" W, A DISTANCE OF 93. I0' TO A POINT,
THENCE N 67°34'20" W, A DISTANCE OF 92.38' TO A POINT,
THENCE N 73'12'32" W, A DISTANCE OF 67.56' TO A POINT,
THENCE N 81 °03'03" W, A DISTANCE OF 94.09' TO A POINT N THE EASTERN LINE OF PROPERTY
RECORDED AT MAP CABINET 32, PAGE 153, THENCE S 01'06'59" W, A DISTANCE OF 124.99' TO A POINT
IN THE NORTHERN RIGHT-OF-WAY OF WOODFORD ROAD, THENCE WITH SAID RIGHT-OF-WAY A
CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 1 I8.91', A RADIUS OF 220.001, A CHORD
BLARING OF S 75'37'53" W,
A DISTANCE OF It 7.4770 A POINTIN THE EASTERN LINE OF LOT 72 OF WEDGEWOOD PHASE 1
TIIENCE N 29°5I'l2" W, A DISTANCE OF 125.00' TO A POINT, THENCE WITH THE REAR BOUNDARY OF
LOTS 72-81 OF WEDGEWOOD PHASE 1 S 52157157" W, A DISTANCE OF 86.25' TO A POINT, THENCE S
38°16'41" W, A DISTANCE; OF 77.66T'O A POINT,
THENCE. S 65'11'13" W, A DISTANCE OF 127.69' TO A POINT,
T'I IENCE S 33'24'51" W, A DISTANCE OF 102.59' TO A POINT,
THENCE S 00'20'57" E, A DISTANCE OF 352.49' TO A POINT,
THENCE S 45'2957" E, A DISTANCE OF 12.60' TO A POINT,
THENCE S 00'20'57" E, A DISTANCF. OF 5.6F TO A POINT IN THE ]1t�RN RIGHT-OF-WAY OF,
KNGSBRIDGE ROAD. THENCE WITH SAID RIGHT-OF-WAY S 89'39 A DISTANr�E �-- 7 I TO A
POINT IN TILE EASTERN RIGHT OF WAY OF LANVALE ROAD (SR 1438), "FMNQ[TLPIlTHE AEI RN
RIGHT OF WAY OF LANVALE ROAD (SR 1438), N 00°20'57" W, A FQF 02`T6A POINT THE
SOUTHWESTERN CORNER OF THE GARST PROPERTY, THENCE M'T � .PRCSPa'P §§
RECORDED AT MAP CABINET J, PAGE 131, THENCE WITH SAID LIME S 85-54-1 F E; CE OF
81.00' TO A POINT; THENCE N 74-18-44" E, A DISTANCE OF 107.631, TO A POINT, THENCE N 4 I'41" E A
DISTANCE OF 79.99', TO A POiNT,THENCE N 32'56'08" E, A DISTANCE OF 111.40' TO A POINT,
THENCE N 10.2V45" E, A DISTANCE OF 95.73' TO A POINT,
THENCE N 34°40'41 " E, A DISTANCE OF 164.41' TO A POINT IN THE SOUTHERN LINE OF
THE LANDMARK LAND AND TIMBER PROPERTY AS RECORDED AT MAP CABINET Y, PAGE 158,
THENCE WITH SAID LINE S 66'49'26" E, A DISTANCE OF 800.14' TO A POINT,
THENCE N 78110149" E, A DISTANCE OF 793.82' TO A POINT N THE WESTERN LINE OF
THE JOSEPH GOODMAN LNE AS RECORDED AT MAP CABINET 25, PAGE 69, THENCE S 22'25'46" W, A
DISTANCE OF 2955.66' TO A PONT IN THE NORTHERN I-IKE OF THE LANIER PROPERTY AS RECORDED
AT DEED BOOK 1352, PAGE 547,'THENCE N 71 °2645" W, A DISTANCE OF 777.81' TO A POINT, THE

+ ll ll II II BZfi15 P014fi 06:?13:26 co
` I�1I«Ill l�i lll� I�kl�l ��Il�fll Rob�rL J. Rob i�
Brunsuiok County, NO; ter of 0 ds yareQQp�q��{+f 1p5 5
NORTHEASTERN CORNER OF THE LANIER PROPERTY, AS RECORDED AT b fD BO K dj�LLL,-qP GIE�
THENCE WITH THE NORTHERN LINE OF SAID PROPERTY, N 70o58'28" W, A DISTANCE OF lI)�,��4��
POINT, THE NORTHEASTERN CORNER OF THE HALL PROPERTY, AS RECORDED AT DEED BOOK 1005,
PAGE 431, THENCE WITH THE NORTHERN LINE OF SAID HALL PROPERTY, N 70142,371, W, A DISTANCE
OF 200.04' TO THE POINT OF BEGINNING, HAVING AN AREA OF 54.46 ACRES. ALL BEARINGS ARE
ORIENTED TO MAP CABINET 29. PAGE 187. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES,
SAVE AND EXCEPTING FROM THE ABOVE DESCRIBED PROPERTY, THAT CERTAIN PARCEL
CONVEYED TO LANVALE OWNERS ASSOCIATION BY DEED DATED JLNE 30, 2005, WHICH DEED IS
RECORDED IN BOOK 2421 AT PAGE 95 OF T14E BRUNSWICK COUNTY REGISTRY.
G &
U�Nmao"� W=mm