SW8031055_CURRENT PERMIT_20200923

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 3 {o 55
DOC TYPE
[� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZoZo o 9 z� 3
YYYYM M D D

,r
DWQ USE ONLY 11
Date Received
Fee Paid
Permit Number
_dg
U_�0'31 rfloD
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
WDB DEVELOPERS LLC
2. Print Owner/Signing Official's name and ride (person legally responsible for facility and compliance):
D.I. Logan, Managing Member
3. Mailing Address for person listed in item 2 above:
60 GregoGregoU Road
City:Belville State:NC Zip:28451
Phone: (910 ) 452-7175 Fax, ( )
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
WEDGEWOOD
5. Location of Project (street address):
Lanvale Road - approximately 1.25 mi. NNE of -the intersection of Lanvale Road (SR1438) and
US Hwy 17 South.
City:Leland County:Brunswick
6. Directions to project (from nearest major intersection):
From Leland NC, travel south on US Hwy #17 from. NC Hwy 74 - 2.9 mL to Lanvale Road, turn right on
Lanvale Road approximately 1.25 mi. to Kings_bridge_ Road on the right.
7. Latitude:34-13-01 Longitude:78-02-58 of project
8. Contact person who can answer questions about the project:
Name:D.I. Logan Telephone Number: 910 452-7175
Email:
II. PERMIT INFORMATION:
Form S WU-101 Version 8.07 Page 1 of 4

Nx
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,x
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-
_ -

J. Specify whether project is (check one): ❑New []Renewal ®Modification
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 031055 and its issue date (if known)October 25, 2006
3. Specify the type of project (check one):
❑Law Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑LAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. 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.
Curb and gutter collection system with a wet detention basin for on -site storm -water treatment
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Site Area: 79.36 acres 4. Total Wetlands Area: 4.40 acres
5. 100' Wide Strip of Wetland Area: 2.32 acres (trot applicable if no wetlands exist on site)
6. Total Project Area**: 79.36 acres 7. Project Built Upon Area:32.47 %
8. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
}Bann Information s
�,- 't;Dranage AYEa 1 �'
Y Drainage Area 2 F;
Receiving Stream Name
Jackey's Creek
Stream Class & Index No.
C Sw 1.8-77-3
Drainage Area (so
3,366,208 sq. ft. (71.14 ac) TOTAL
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
1,122,824 sq. ft. (25.78 ac)
% Impervious* Area (total)
36.24%
`
Impe'rviotis'*'Surface Area , ,
xY ' Drainage Area 1 . , F
, . ;.,
Drainage-'Area'2 `
r. a ;
On -site Buildings (so
804,400 sq. ft. (18.47 ac)
On -site Streets (so
292,723 sq. ft. (6.72 ac)
On -site Parking (so
0
On -site Sidewalks (so
10,019 sq. ft. (0.23 ac)
Other on -site (sf)
15,682 sq. ft. (0.36 ac) (AMENITY)
Off -site (SO
0
Total (so:
1,122,824 sq. ft. (23.78 ac)
Form SWU-101 Version 8.07 Page 2 of 4

* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
10. How was the off -site impervious area listed above derived?N/A _
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels 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.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of

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VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at littp://h2o,enr.state.nc.us/su/msi ma s.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Ini�
ti
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form �z�2
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP nag
• Permit application processing fee of $505 ($4,040 for Express) payable to NCDENR 5b.2
• Calculations & detailed narrative description of stormwater treatment/management -71
• Copy of any applicable soil report 40
• Three copies of plans and specifications (sealed, signed & dated), 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)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Cape Fear Engineering, Inc. T
Mailing Address:151 Poole Road Suite 100
City:Belville State:NC Zip:28451
Phone: [phone] _ Fax: (910 ) 383-1045
Email:Larry.gilman®capefearen&eering.com _
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) D.I. Logan
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 211.1000.
Date: .3. r
Form SWU-101 Version 8.07 Page 4 of

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ARTICLES OF ORGANIZATION
OF
WDB DEVELOPERS, LLC
SOSID: 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 11
INITIAL REGISTERED AGENT AND REGISTERED OFFICE
The street address of the initial registered office shall be 60 Gregory Road, BeMlle,
North Carolina 28451. an ck QXK4
The mailing address of the initial registered office shall be 60 Gregory Road, BeMlle,
North Carolina 28451
The name of the initial registered agent at the registered office is: D 1. Logan.
ARTICLE III
PERIOD OF DURATION
The Company's existence shall continence 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.
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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 57C4-07 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.
2

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Permit No., W � 0 310 5 57fXq` )
(ta oe provided oy DWQ)
R WA
A
A`
OF W AT�R
-0
7 y
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I:. PROJECT INFORMATION
"•-
Project name
Wedgewood
Contact person
D.I. Logan
Phone number
910-452-7175
Date
3/18/2008
Drainage area number
Pond 1
I1. DESIGNUF,ORMATION:r i
mmIsm
m1p
Site Characteristics
Drainage area
3,098.858,00
ftz
Impervious area
1,122,824.00
ftZ
% impervious
36.23
%
Design rainfall depth
1.00
in
Storage Volume: Non -SR Waters
Minimum volume required
145,686.00
ft3
Volume provided
210,658.00
ft3
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
in
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided
ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth
,in
Rational C, pre -development
(unilless)
Rational C, post -development
(unitless)
Rainfall intensity: 1-yr, 24-hr storm
inihr
Pre -development 1-yr. 24-hr peak flow
ft3isec
Post -development 1-yr, 24-hr peak flow
ft3isec
Pre/Post 1-yr, 24-hr peak flow control
ft3isec
Basin Elevations
Basin bottom elevation
14.00
ft
Sediment cleanoul elevation
15.00
ft
Bottom of shelf elevation
23.50
ft
Permanent pool elevation
24.00
ft
SHWT elevation
18.00
ft
Top of shelf elevation
24.50
ft
Temporary pool elevation
26.00
ft
Form SW441-Wet Detention Basin-Rev.4 Parts I. & 11, Design Summary, Page I of 2

Permit No.6(0 O ()31GSSrnaD
(to be provided by D NO)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SAIDA ratio
1.97
(unitless)
Surface area at the bottom of shelf
92,844.00
ft2
Volume at the bottom of shelf
538,061.00
ft3
Permanent pool, surface area required
61,116.00
ft2
Permanent pool, surface area provided
97,878.00
ft2 OK
Permanent pool volume
584,483.00
ft3
Average depth for SAIDA tables
5.97
ft OK
Surface area at the top of shelf
101,633.00
ft2
Volume at the top of shelf
635,299.00
ft3
Forebay volume
123,891.00
ft'
Forebay % of permanent pool volume
21.20
% OK
Temporary pool, surface area provided
112,663.00
ft2
Drawdown Calculations
Treatment volume drawdown time
3.65
days
OK
Treatment volume discharge rate
0.67
ft'Is
Pre -development 1-yr, 24-hr discharge
fills
Post -development 1-yr, 24-hr discharge
ft;ls
Additional Information
Diameter of orifice
6
in
Design TSS. removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
10.00
:1
OK
Vegetated shelf width
10.00
ft
OK
Length of flowpath to width ratio
3.00
1
OK
Length to width ratio
3.00
1
OK
Trash rack for overflow & orifice?
y
(Y or N)
OK
Freeboard provided
2.00
It
OK
Vegetated filter provided?
n
(Y or N)
Design must be based on 90% TSS removal
Recorded drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Crain mechanism for maintenance or emergencies
pump
Form SW401-Wet Detention Basin-Rev.4 Parts i. & II. Design Summary, Page 2 of 2

Permit No. 5 t>Li 6
(to be provided by DWQ)
Ili. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
High flow bypass system,
- Maintenance access,
Recorded drainage easement and public right of way (ROW),
- Overflow device, and
Boundaries of drainage easement.
[ '
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Fitter strip.
3. Section view of the dry detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
.,/1'( (/! .-.
- Inlet and outlet structures.
4. if the basin is used for sediment and erosion control during construction, clean out of the basin is specified
s e
on the plans prior to use as a wet detention basin.
����
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61 LS
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
.fd44/
to verify volume provided.
6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
Af
7. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
l
1Qt�1
8. The supporting calculations.
Ah"
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
A "
10. A copy of the deed restriction.
Form SW441-Wet Detention Basin-Rev.1 Part III. Required items Checklist, Page 1 of 1

17

Permit Number:`? 0 i o 3 t o5 S m o:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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 ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of inspection and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is jEresent.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin I&M-Rev.2

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Permit Number: 5 W 46' 0 31 55 S mu17
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe,
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW40I-Wet Detention Basin I&M-Rev.2

Permit Number: t,r.3 R 6.31 < 5- MeD
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make aII needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
CIean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads _9'_ feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 9' feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
15'
•--------------
FOREBAY
BASIN DIAGRAM
ill in the blanks)
Volume'
ft Min.
Sediment
Storage
Permanent Pool Elevation 24'
Pool
Sediment Removal Elevation 15' Volume
\ ----------------------------=--------------- I ------I
Bottom Elevation 14'
MAIN POND
I-ft Ngn.
Sediment
Storage
Form SW401-Wet Detention Basin I&M-Rev.2

r
'
M

• • f
Permit Number: 45 LX) $ U 3 10 SS Mc4)
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:
BMP drainage area number:
Print name: T).T. LoAI.rl . I. Sn R 1)e.vJnT)Q_cS L.L C
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, &nkleA�a Notary Public for the State of
k-OC. YOIIi'I,a, ounty of 40Ai do hereby certify that
Loa en personally appeared before me this ZS
day off , oZ0�8 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
s' #OYAr`
A
UB�tr 1
• •,
tiq ••......... z
it
'//NOrVER `GO```\\\��
SEAL
My commission expires Z Zo
Form SW401-Wet Detention Basin I&M-Rev.2

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1 `

Storm Water
Design Narrative and Calculations
Subject:
Wedgewood
Brunswick County, North Carolina
Prepared for
WDB, LLC
60 Gregory Road, Ste. I
Belville, NC 28451
Date: April 2008
-I/9'/ o F
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
RECEIVED
APR 1 0 2008
g 6 1052 /1tnz

F
•r�� -
..

DESIGN NARRATIVE
General:
Wedgewood is a proposed high density single family residential development located on
Lanvale Road approximately 1.25 mi. NNE of the intersection of Lanvale Road (SRI438)
and US Hwy 17 South within the Town of Leland in Brunswick County, North Carolina.
This project was previously approved under state stormwater permit number SW8
031055MOD. The current proposal is for the modification of pond 1. This project
consists of approximately 79.36 acres. The final intent of this project is to develop
streets, drainage improvements, residential lots, and amenities. The entire. development
will support 254 single family home sites. The parcel I.D. Number is 0470001206.
Existing Site:
The site consists of approximately 74.96 acres of uplands and 4.40 acres of wetlands.
Site topography in the area is relatively flat. The entire project follows the natural
drainage pattern of east to west into the wetlands. Vegetation consists primarily of sparse
grasses and small shrubbery. Subsurface soils on the site are primarily silty clays and
organics.
The site drains to Jackeys Creek, class C Sw in the Cape Fear River Basin.
Approximately 37% impervious surface area is proposed. Local government approval
was secured for the Phase I of the subdivision and was secured prior to Phase II
Stormwater requirements; however, Phase II did not have preliminary plat approval prior
to July 1, 2007. NPDES Stormwater Phase It pre and post construction stormwater
requirements will be met for both phases of the project. The purpose of this submittal is
to reallocate impervious surface from the future tract across the road, which is owned by
others, to the residential lots within Phase I1, and allocate available impervious surface
that can be treated by the existing wet detention pond. A SEC Plan was never secured for
the tract across the street. The owner will be responsible for securing a SEC Plan and
Stormwater Permit for this tract prior to development activities taking place.
Proposed Improvements:
Throughout the entire project, improvements proposed include drainage devices, streets,
stormwater ponds, and utilities. Drainage for the most part will sheet flow from the lots
into the streets which will have curb and gutter to direct drainage to low points in the
roads. Drainage from the low points will drain into amenity ponds and a stormwater
pond that drains to surrounding wetlands. Water and sewer has been provided to the
residential lots and required permits have previously been secured.

Drainage Calculation Considerations:
Drainage on the site will sheet flow to curb inlets within roadway areas. Proposed roads
are to be cut I to 1.5 feet below existing grade to insure that the property will drain to the
street. Any roof drains or gutters from buildings will drain to the collection system. From
there, the drainage will be piped to a wet detention pond in accordance with NCDENR
Stormwater regulations. Stormwater generated from Phase II will be pre-treated on -site
but will be discharged into a detention pond previously permitted under Phase I (Permit
4SW8-031055) and sized to accommodate both Phase I and Phase II discharges for the
1.5" storm event and meet the pre post requirements for the l year 24 hour storm. The
only new BMP design guideline that cannot be met is the elevation of the permanent pool
which is located at the top of the shelf instead of at the midpoint.
Erosion Control Considerations:
The proposed wet detention pond will provide ample sediment storage for the disturbed
area and will be utilized as a temporary sediment basin during construction. Inlet
protection is to be installed as the curb inlets of the drainage piping system are
constructed to minimize the amount of sediment entering the collection system and,
ultimately, the temporary sediment basin.
Erosion Control Measures and Sequence:
a. Temporary construction entrance.
b. Temporary sediment basin (wet detention pond).
c. Energy dissipaters at the pipes into and out of the detention pond.
d. Temporary inlet sediment protection at storm drain inlets.
e. Temporary seeding should construction be halted for the specified time limit
(refer to specifications)
f. Remove all temporary erosion control measures once installation of utilities and
paving has been completed and a good vegetative ground cover has been
established.
Maintenance Considerations:
During construction, the Contractor shall be required to inspect and repair as needed all
erosion control devices after any significant rain event. Any measure found not
performing its intended function should be repaired immediately. Upon completion of
construction and establishment of permanent ground cover, the Owner shall be
responsible for maintenance on the project site.

Erosion and Sedimentation Control
1.01 General: The contractor shall be responsible for erosion and sedimentation
control within the construction limits; for prevention of sediment laden runoff leaving the
construction limits or entering ditches, streams or water impoundments; and for
implementation of necessary erosion and sedimentation control measures to meet the
requirements of the North Carolina Department of Environment, Health, and Natural
Resources. The Contractor shall also be responsible for all damages or fines resulting
from erosion or sediment laden runoff in the execution of his contract.
1.02 Construction Sequence: While the use of erosion and sedimentation control
devices is especially important on areas of steep topography, easily erodible soils and
sites in close proximity to water courses throughout the construction period, the control
measures should be installed prior to the commencement of land clearing and shall be
fully maintained and periodically inspected until final restoration and stabilization is
completed. Unrestored cleared areas shall be kept to a minimum. Disturbed areas ahead
of construction shall only be accomplished on those segments for the shortest practical
distance as required for continual progress.
Final restoration shall not be delayed until completion of the project but will be carried
out in phases as the work proceeds. Under no circumstances will any slopes be left
denuded for more than 15 calendar days. Under no circumstance will any are be left
denuded for more than (21) twenty-one calendar days without some form of stabilization
until final restoration is complete.
1.03 Sedimentation: Control Measures: The following are some of the sediment
control devices or measures that may be required to prevent sedimentation of streams,
water courses, or drainage structures:
1. Earth berms and/or diversion and intercept ditches.
2. Sediment traps
3. Filter berms
4. Wire and Gravel Filter inlets
5. Silt fences - not to be placed in streams or ditches perpendicular to flow.
6. Check dams gravel filter
7. Gravel construction exit
1.03.1 Erosion Control Measures: Some of the soil erosion control measures which
may be required in this contract are:
l . Earth slope protection
2. Diagonal water break diversion berms
3. Diversion channels
4. Preservation of existing vegetation
5. Storm inlet protection
6. Stream crossings
7. Energy dissipators

8. Matting of re -seeded areas
1.03.2 Detail Drawing: Examples of sedimentation and erosion control details are
shown in these plans for installation at locations designated in the plans or as otherwise
required by the regulating agency, or the owner as work proceeds.
1.04 Stream Protection: Where construction activities are necessary in close
proximity to streams, and other waterways, they shall be performed in a manner that does
not contribute to degradation of or blockage of the stream -flow. In order to prevent
possible degradation or blockages, the contractor shall be required to:
I . Keep all construction debris, excavated materials, brush, rocks, refuse and topsoil
as far from these waterways as possible. Restrict machinery operation or stream
crossings in waterways to the extent necessary for construction of utilities crossings.
2. If construction work areas are necessary in a waterway, they shall be protected as
indicated on the plans.
3. If temporary roadways are essential for the construction activities, they shall be
constructed of soils which are not highly erodible materials and must not span more than
half way across the water course or wetland area at any one time unless otherwise
approved by the Engineer. These temporary roadways shall be entirely removed as soon
as their requirement is met. Work in these areas shall follow the requirements of the
Corp of Engineers or CAMA permit, or plans as applicable.
1.05 Construction Access: The travel of equipment to and from the construction
areas shall be minimized not only to protect areas that will not be denuded, but also to
prevent the spreading of sediment within and outside of the construction areas.
Therefore, special construction equipment travel corridors will be established for this use
and instructions shall be issued for their use. Use of these corridors must be fully
enforced. Other non -essential traffic will be restricted or discouraged. Indiscriminate
and 'convenience traffic shall not be allowed.
1.06 Stockpile/Barrow Areas: The Contractor shall be responsible for selecting,
obtaining and maintaining stockpile or borrow areas which he may require to complete
the contract. He is also required to design and incorporate all necessary sediment and
erosion controls measures necessary to prevent erosion and contribution of sediment to
adjacent areas. The Contractor is responsible to obtain all necessary permits or approvals
for borrow or spoil areas outside the construction limits.
1.07 Disposal of Excess Water From Excavations: The Contractor shall practice
management of excess water pumped from excavation to reduce the production and
spreading of sediment. Pumped water shall be discharged onto stabilized surfaces and
allowed to filter through existing vegetation if possible; otherwise, additional control
measures may be necessary. if ditches are required to remove pumped water from
construction excavations, they shall be given the same consideration as any other man-
made waterway and they shall be stabilized as to not degrade and produce sediment.
1.08 Excavation and Backfill: Excavation shall be closely controlled and all the
material removed from the excavation shall be selectively stockpiled in areas where a

minimum of sediment will be generated and where other damage will not result from the
piled material. Drainage ways shall be protected at all times and the placement of
material in Drainage ways for convenience shall not be allowed. Backfilling operations
shall be performed in such a manner that remaining trees are not damaged.
1.09 Final Grading and Seeding: Finish grading, topsoiling, seeding and/or sodding
shall be performed after the construction phase is complete. Permanent vegetation of the
areas, that have been disturbed, shall be re-established as rapidly as possible. If the
completion of the construction activities do not coincide with a season in which
permanent vegetation can be generated, an interim or temporary program is required.
This shall include soil conditioners and mulching as necessary for soil stabilization. In
any case, sediment and erosion controls shall be installed promptly and their maintenance
assured.
1.10 Approval: The approved Erosion Control Plan will be provided by the Owner.
Any standard conditions relating to soil erosion and sediment control issued to the
Contractor as a part of any permits shall be available at the job site at all times.

WET DETENTION BASIN DATA SKEET
DATE:
412105
DESIGN CALCULATIONS FOR
PROJECT NO.:
807-02 1
WEDGEWOOD - POND# I
DE5IGNED 5Y:
M. TACKETT
DRAINAGE AREA-(Aci) =
3,098,855
SQ.
ET
71 . 14
ACRES
IMPERVIOUS AREA (Ai):
BUILDINGS:
804,400
SQ.
FT
18.47
ACRES
ROADS:
292,723
SQ.
FT
6.72
ACRES
SIDEWALKS:
10,019
SQ.
FT
0,23
ACRES
AMENITY:
15,G82
SQ.
I=T
0.36'
ACRES
CONTINGENCY:
0
SQ.
IT
0.00
ACRES
TOTAL:
1 ,1 22,824
SQ.
FT
25.76
ACRES
PERCENT IMPERVIOUS (1):
I = Ad/Ai = 3G.23% (3AY 37%)
CALCULATE AVERAGE DEPTH (Davg):
SEE AVERAGE DEPTH CALCULATION SPREADSHEET fOR POND # I
CALCULATE REQUIRED SURFACE AREA AT PERMANENT POOL:
POND# I SHALL HAVE AN AVERAGE DEPTH OF 5.97 DESIGNED TO REMOVE 90% TSS.
INTERPOLATION Of TABLE 1 0-3 IN NCDENK STORMWATER BMP MANUAL
IMP,
AVERAGE
DEPTH (ET)
5.5
5.97
G.0
30
1.90
I .G2
I .GO
37
2.32
1.97
1.95
40
2.50
2. 1 2
2.10
5AIDA= 1.97%
5AREQ= G1,1 1G SP. = 1,40 AC
SURFACE AREA PROVIDED AT PERMANENT POOL = 97,578 SF
Elevation = 2 4. 0 ft. M.S.L.
SA PROV'D= 97,878 > G I , I I G = SA REGD OK
POND f# F
DATA 5i1>=E T
PAGE I Of 4
P:1607\507-02 1ICALC5\Ponc! ! HighDen51ty-MLT-040205- I -5-inch

MWMUM REQUIRED VOLUME (SIMPLE METMOD BYTOM 5CrIUELER):
f
I
Rv=0.05+0.009'(1) (Rv=0.05+0,009"3G.24)
Rv= 0.37G 101
VOLUME= I .5`Pv*Aci = 3.3444793 AC -PT
= 145,G8G FT^3
VOLUME PROVIDED AT TEMPORARY POOL:
El -
5A (5D
24
97,878
25
105,357
25,5
109,025
2G
112,GG3
27
1 20,OGG
28
1 27,G 14
5ET TEMP. POOL ELEVATION:
REQ'D EL. =
U5E EL. =
VOL. PROV'D =
MCREM.
VOL. (C�:)
0
101 ,G33
155,177
109,025
1 1 G,3G5
123,840
25.50
2G.00
210,G58 CF
IC30101"
0
101 ,G33
155,177
2 10,G58
327,022
450,8G2
VOL. PROV'D= 210,G58 145,G8G = VOL. REQ'D OK
FOI1D # �
DATA 5HE� T
PAGE 2 OF 4
FA5071607-02 1\CALCSTond I tlighDen5ity-MLT-040206- 1-5-Fnch

FOREBAY 50NG:
PERMANENT POOL VOLUME:
F1 -
SA (,5f)
15
3G,932
1 G
44,474
17
50,51G
18
55,70G
19
GO,937
20
GG,370
2 1
72,43G
22
78,829
23
87,810
24
97,878
REQ'D VOLUME = 20% TOTAL =
Cf1ECK FOREBAY VOLUME:
INCREM.
TOTAL
VOL. (CF)
0
VOL. (CF)
0
40,703
40,703
47,495
(56,198
53,1 1 1
141,309
55,322
1 99,G31
G3,G54
2G3,284
G9,403
332,G87
75,G33
408,320
83,320
49 1 ,G39
92,844
584,483
1 1 G,897
CF
(5A REQ'T MET!)
INCREM.
TOTAL
F
SA (5P)
VOL. (CF)
VOL. (CF)
15
G,993
0
0
1 G
I l, 13 1
9,OG2
9,OG2
17
14,330
1 2,73 1
2 1,793
15
1 G,780
15,555
37,348
19
1 9, 1 14
17,947
55,295
20
2 1 ,41 G
20,2G5
75,5GO
21
24,12 1
22,7G9
98,328
22
27,005
25,5G3
1 23,59 1 (VOL REQ'T MET!)
PROV'D VOLUME w
123,89 1
Ct:
@ 22'
VOL. PROV'D= 123,59 1 = 1 I G,897 = VOL. REQ'D OK
POND # I
DATA ShEET
PAGE 3 OF 4
FA6071507-02 I \CALCS\Pond I i lighDen5ity-MLT-040208-1 -5-inch

ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
NOTE: ORIFICE SIZED TO DRAWDOWN ThE TEMPORARY POOL IN 2-5 DAYS
Q2= 1.2 1 908 CF5 (FOR 2 DAY DRAWDOWN)
05= 0.487G3 CF5 (FOR 5 DAY DRAWDOWN)
ORIFICE EL.= 24.00 (PERM. POOL EL,)
TEMP. POOL EL. = 25.50 (OUTLET EL.)
ORIFICE DIAMETER = G.0 IN.
Q PROV'D= Cd'A'(2gh) ^ 112 WHERE: Cd= O.G
A= C. I5G35 5F
g= 32.2 FP515
h= (TEMP POOL -NORMAL POOLV3
0.5
Q PROV'D= 0.GG85 I
Q2> O.GG851 >Q5 OK
DRAWDOWN TIME:
TIME = VOLUME = 3.G5 DAY5
Q PROV'D
POND #1
DATA 5HEET
PAGE 4 OF 4
, P:\%507007-02 11CALC5Tond I htc3hDen5ity-MLT-040208-1 -5-inch

AVERAGE DEPTH CALCULATION
DE51GN CALCULATIONS FOR
WEDGEWOOD - POND# I
DATE:
412108
PROJECT NO.:
807-02 1
DESIGNED BY:
M. TACKETT
DEPTH
(FT)
SURFACE AREA
SURFACE
AT DEPTH.
(5F)
INC. VOL,
AT DEPTH.
(CF)
TOTAL VOL.
AT DEPTH.
(CF)
CORE VOL.
AT DEPTH
(CF)
TOTAL VOL.
AT (Dr,+Dr,+, )/2
(CF)
VERT. FT
(D,.,_ I +Dr,)/2
(CF)
5UM FROM
0 TO N
(CF)
(FT)
STATE
(FT)
0.0
97,875
0
0
0
0
0
0
0,00
0.00
0.5
87,510
4G,422
4G,422
43,905
2,517
G25
G29
0.49
0.47
1.5
78,829
83,320
129,742
1 18,244
(5,1361
5.981
9,G 10
1,44
1 .33
2.5
72,43G
75,G33
205,374
1 81 ,090
1 2,78G
25,572
35,162
2.38
2,10
3.5
GG,370
G9,403
274,777
232,295
15,195
54,594
89,77G
3.29
2.81
4.5
GO,937
G3,G54
335,431
274,217
21,732
8G,928
1 7G,704
4.17
3.4G
5.5
55,70G
58,322
39G,752
30G,383
2G, 155
130,775
307,475
5.02
4.05
G.5
50,51 G
53.1 1 1
449,8G3
328.354
31,140
18G,840
494,319
5.84
4.GO
7.5
44,474
47,495
497,358
333,555
42,294
29G,058
790,377
G.G2
5.08
5.5
3G,932
40,703
538,OG 1
313,922
GO,33G
482,G88
1 ,273,OG5
7.33
5.50
9.5
10.5
I 1.5
1 2.5
13.5
14.5
15.5
1 G.5
PA bOA607-02 I \CALG51Pond ! highDensity-MLT-040205- 1-5-inch
POND #I
AVG. DEPTH
PAGE I OF 2

Camel"5
Method
(ET)
0.00
0.415
1 .4 1
2.30
3. 14
3.93
4.GG
5.33
5.55
G. 14
P:1807\807-02 ! ICALCWonci I tiighDe-n5ity-MLT-040208-1 -5-inch
POND # I
AVG, DEPTN
PAGE 2 OF 2

Table of Contents
Pond Roudng040408-mq-gpw
Hydratlow Hydrographs by Irtelisolve
Wednesday, Apr 9 2008, 10:39 AM
Hydrograph Return Period Recap..................................................................... 1
1 - Year
SummaryReport ................................................................................................................ 2
HydrographReports.......................................................................................................... 3
Hydrograph No. 1, SCS Runoff, AREA #6.......................................................... ... 3

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
volume.
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
13.72
5
740
76,349
----
------
------
AREA 96
2
Reservoir
3.07
5
785
76,245
1
26.32
38,704
POND#6 ROUTED
4
SCS Runoff
14,22
5
765
123.530
----
------
------
AREA#5
5
Combine
17.13
5
770
199,775
2,4
------
------
COMB. POND#6 & AREA#5
6
Reservoir
5.49
5
865
368,110
5
25.59
89,414
POND#5 ROUTED
8
SCS Runoff
15.12
5
735
72,979
----
------
------
AREA#4
9
Combine
15.50
5
735
441,079
6,8
------
------
COMB. POND#5 & AREA#4
10
Reservoir
5.37
5
930
431,793
9
25,00
43,884
POND#4 ROUTED
12
SCS Runoff
6.11
5
765
51,021
----
------
------
AREA#3
13
Reservoir
5.94
5
775
51,021
12
26.20
3,335
POND#3 ROUTED
15
SCS Runoff
4.13
5
735
20,733
----
------
------
AREA#2
16
Combine
7.15
5
765
71,753
13,15
------
------
COMB. POND#3 & AREA#2
17
Reservoir
7,09
5
770
71,752
16
26.22
4,108
POND#2 ROUTED
19
SCS Runoff
13.09
5
755
92,675
----
------
------
AREA#1
20
Combine
24.49
5
760
596,249
10, 17, 19
-----
----
COMB. POND#4, POND#2, AREA#1
21
Reservoir
13.19
5
810
565,454
20
24.64
64,630
POND#1 ROUTED
Pond Routing040408-m1t.gpw
Return Period: 1 Year
Wednesday, Apr 9 2008, 10:39 AM
Hydraflow Hydrographs by Intelisolve

Hydrograph Plot
3
Hydraflow Hydrographs by Intelisolve
Hyd. No. 1
AREA #6
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Drainage area
= 8.960 ac
Basin Slope
= 0.3 %
Tc method
= LAG
Total precip.
= 3.70 in
Storm duration
= 24 hrs
Q (cfs)
14.00
12.00
10.00 -
8.00
6.00 -
4.00
2,00 -
0.00
0 3 5 8
Hyd No. 1
AREA #6
Hyd. No. 1 -- 1 Yr
Wednesday, Apr 9 2008, 10:39 AM
Peak discharge = 13.72 cfs
Time interval
= 5 min
Curve number
= 86
Hydraulic length
= 600 ft
Time of conc. (Tc)
= 31.60 min
Distribution
= Type III
Shape factor
= 484
Hydrograph Volume = 76,349 cult
Q (cfs)
14.00
12.00
10.00
M
INKITE
E
4.00
2.00
_-. I _- `I 0.00
10 13 15 18 20 23 25
Time (hrs)

Soils Report
RAC FIT'�1 ELF
APR Z 0 2008
BY:SLOM2.j,Q � jk�

�rti
�4 t� � � �:r = �
1 l
4
� "� �
i . � .,L_�1 C.: _�

July 11, 2007
Residential Foundation Testing Services; PLLC
Cape Fear Engineering, Inc..
151.Poole Road Suite 100:
Belville, North Carolina 28451'.
Attention: ._-Mrs.,Noelle Winstead
Reference: 'Seasonal';High Watertable Estimates.
Proposed. Stormwater Ponds
•Wedgewood Development
Brunswick County; North'Carolina
RFTS Job No.- 249' 07
-Dear Mrs. Winstead: ... :. ;
RFTS; is pleased' to =provide . testing . services ' during.:the .'construction of the stormwater'
ponds located in- the Wedgewood , residential development off Lanvale . Road' in
Brunswick County,, North Carolina. -
DESCRIPTION OF ACTIVITIES AND.FINDINGS
As 'requested, our. staff visited . the- site:.on July 2, -2007: to estimate the', seasonal high
watertable'.at three locations' identified by Cape Fear.;Engineering, Inc. personnel. The. .
purpose of this testing was ,to provide soil parameters. for. the storniwater pond design. .
Seasonal High Watertable Estimates
Hand auger borings were advanced at: three locations to depths ranging from of 8 to 9.feet.-
bClow'.ihe existing ground surface. near .the recently, partially excavated pond areas. The
encountered soils were logged ,and visually classified by depth and a Munsell Soil Color'
Chart was used to determine the' hue, value, and chroma -of the visually 'distinct' soil
layers. Our soil logs are presented in Table, T.
Location 1 (St ornnwaterPond #1)
Soils encountered in this boring -consisted of relatively'clean sands in the upper 86.inches,.
underlain by sands with clay,and 'clayey sands from 86 to 114 inches below the existing
ground surface: Clean sands were encountered from 114.,to the boring termination depth -
of 119 inches. Due to the 'depth. of 'the" pond" excavation the boring: was advanced
approximately 5 feet;below-the crown ofahe slope on the developed side of the'pond. All'
measurements 'inade were' made from this point ' and not at -the crown 'of the slope.
Comparison of the soils'to the Munsell Chart suggests the historical seasonal high water'
1305 3A Carolina Beach Ave N Office: 910-458-1377
Carolina Beach, North Carolina 28428 Fax: [phone].

RFTS Job No. 249-07 . Page Two
Cape. Fear Engineering, Inc. July„1"1, 2007
table 'was at approximately 23=39, inches': below. the, test elevation. However; due to
,development.and other drainage :improvements in the areajt_is my opinion the Seasonal.
high .water' has-,been..lowered'to 'approximately 86 inches below :the test location: •A
measurement made 15 minutes after. augering indicated -a depth to standing water -in the,
' borehole 112 inches below. the existing ground surface, respectively: `
: Location•2'.(Stormwater"Pond #6) ;
Soils encountered in. -this, boring consisted, of sarids. with 'a trace of silt to: some silt and
organics were encountered in the upper.25 inches,,underlain by sands with clay froiri',25
ao:37:inches.below the ground surface: Relatively clean sands were encountered from 37
to 48 inches below the surface 'and` sands with clay a d .clayey sands were encounteredfrom 48 inches to the. boring. termination depth of 99: inches; below the ground, surface.
:. Compaiison`of the soils 'to the Munsell Cliart suggesis-the_ historical seasonal high'.water
tablee was, -at approximately .1 g inches. below the ground surface. . Again;, due to the recent
site -work.and'•grading activities at this site an accurate neW seasonal high watertable.:was
not readily notable;, • however, based on., the -visual moisture "'Content; of -,the . soils
encountered at this location it is; believed that the seasonal high may. liaye' been'lowered
to. approximately 48 inches below the' ground' surface. A measurement made 15 minutes
after. ,augering :indicated'.a,depth ,to -standing _water: in- the •borehole'82.inches b Iow ,the
existing ground surface.
Location 3:(St6rmwatei Pond South'end,6f-Project)'
Soils encountered in this boring consisted 'of sand :with silt and organics in the. upper 13.
inches, underlain b. organic silt with - sand -from '13-" to.- 23 inches below. the •: ground
surface.- Clayey sand was. encountered''frorrn 23 to 46 inches -arid was underlain. by clay
from 46-to 101'inches. below, the"ground surface.'Clean sand'was encountered from "101
incites- to the boring termination depth `of 103 -inches. Comparison of the': soils -to the
Munsell Chart ,suggests the historical seasonal :high. Water table was at or near the ground .
surface: Again, due .to the recent site work' and grading activities at this site an accurate
new .seasonal high. watertable: was` not readily :notable; . however, : based .on. the visual
moisture content of the soils encountered at -this location it is believed that therseasonal .
' high ' may have "been lowered to approximately 38 inches below the ground surface: A
measurement' made 15 minutes after augering; indicated a depth to standing: water in the
borehole 101 inches below the -existing ground surface..
CLOSURE.
Estimates of the seasonal high water level on this site were problematic, as the recent
excavations of the. ponds and subsequent subsurface drainage of the site have irifluenced
ground ' water elevations: These 'seasonal high water estimates 'should be reviewed by'

i
Loc
Soil bescniption
' Hue '''.:'Value
'Chromia
Depth
Comments;
*.1
Brown fine to medium SAND'
I OYR
4-
'3
0-15,.'
.Some Coark.
fraction
Light Gray fine to.miedittin
I OYR'
7
1
15-.21
Clean
SAND
I'Br6wft
fine to medium SAND
lQyk
'5
3
21-32
Clean
Br6wn,finb46 medium SAND`
JOYk.
'5.
'3,
-23-39,
aii&V6iy Dark Grayis h.,Brown.
-tOYR'
3
2.
j
-fine to medium SAND--`-.-.'..
White fine to. m e"dium SAND,
5Y.' -
8
1
3941,
SHWT-
trace U C l!!j and. Coarse Sand
White:fin'e to:meidiuni. SAND,:'
'5Y
8:.
1 •41-86
'Clean/moist
some Coarse Sand.,'
737
Lighf BluisFi
GLM.
8.,
1
86-94,,'
'SHWT.
rneditiii SAND with'Clay
'Light Greenish -Gray' fifie to
GLEYI
7.
:1-10B'.
--94-109
'Sonie CoarSe
mediftm,.SAND, some C lay -.fraction
Grei enish'Gray Clayey SAND
GLEY F%
67
'1710Y
109-114
'H2O 2.112"
White fine to medium. SANE
'I OYR'.
8.
-1-10Y.
.1 14=- t 19;
2
Very Dark Brown -fine tom';Pdium.
'I OYR
2
.2.
04
-.`­MOist
SAND with Silt"
-Dark Gr4ish BrbWh fine -to.
2.5Y •4
2
8-18
Moist
mediufn SAND' -trace of Silt and
I. Organics -
Black fine to medium SAND,
7.5Y
2.5
1 •
`18-25
.'SHWT
trace -of Silt and some Peat
%
- B f rn
Ilack ific io-mediu. SAND
1. OYR
, 2
25-28
with Clay
Very. Daik Giiyish Brown fine to
I OYR
3'
2
28-37
medium SAND with'Clay
Gi _.-fine to SAND
: uy
1 OYR.
5 .'
-�A
Clean
Graj fine to',indium SAND
I OYR
6
1 -
'4048
Clean
Giay fine to medium SAND with
5y
.5
1
48-59
Moist
Clay.
G r4yjySAND
5Y
.6
I
.59-68Moist..
Light Gray fine to. inedium
5Y
7
1
68-99-
H2O. @ 82"
SAND, trace to sbrne'04'y.
*Note. Test.dlevition was on
: side . of the developed'slope. approxumately 5 feet down from
the crown -of the slope.,

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' For DGNR Use ONLY
North Carolina Department of Environment and Revrawe(: CSC
® � Natural Resources SuGmA y /10
NCDENR Request for Express Permit Review Time A pot '."-k
,FILL-IN all the information bafow and CHECK( the Permifts) you are requesting for express review. FAX or E Express Deketm: I
Coordinator along with a completed DETAILED narrative, site plan IPDF file) and vicinity man lsame ifems expected in the application package DeWmd: I
of the project location. Include this form in the application package. — — — —
• Asheville Region -Alison Davklson 828.296-4698;alison.davidsoniDncmaAnal
• Fayetteville or Rafaigh Ragion•David Lae 919.191d203; david.leaffDncrnail.nw
• Mooresville & -PaWck Grogan 704-663.3772 or patrlcN.groaankdncmaiJ.net
• Washington Region -Lyn Hardison 252.946-9215 orlyn.hordison0ftemall.net
Wilmington Region -Janet Russell910-750.2004 or laner.ryssalk3rcmaknet
NOTE. Pro)eet epAkeatim received alter 12 noon will be stamped in the fokwing work day.
Project Nam : WEDGE41i00l County, BRUNSWICK
Applicant: DV AN — Company; WDB DEVELOPERS, LLC
Address; 00 GREGORY ROAD City, ER LVILLE, State: (`lC1 Zip; 2§M1 } C
Phone:[phone] Fax:9�52.2135 4 Email: _ i
Project Is Drains Into C SW waters Project Located In CAPE Fg6B River Basin
EngineerlConsurtant: Mike Tackett Company: Cape Fear Enainaerina Inc.
Address:151 POOLE ROAD SUITE 100 City. BELVILLE, State: t& Zip: 7,,Mi
Phone: [phone] Fax: :91038 MAW Email; rnike.tackeg@cagelearenn Ineetgrtg.cgm
(Check all that aoohr)
❑ seeping Meeting D1WLY ❑ DWO, ❑ DCM, ❑ DLR. ❑ OTHER:
n Stream Oripin Determination: # at stream calls - Please attach TOPO map marking the areas in questions
© State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
[]Low Dealt❑ Low Dew Curb & Guiter_.# Curb Outlet Swales ❑ Oft -site [SW (Provide permit #1j
t® High Denslty-Detention Pond 1 # Treatment Systems,l ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention # Treatment Systems ❑ nb Density -Constructive Wetlands _# Treatment Systems
❑ High Density -Other _ # Treatment Systems f®`MODIFICATION_ SW t055 (Provide permit #)
❑ Coastal Management ❑ Excavation & Fie ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK #� (for DENR use))
"I' ANOS_DUESPONSRUSTaEADDRESSEDBELOW
❑ Wetlands (401): Check all that apply Isolated wetland on Property ❑ Yes ® No
Wetlands on Site ® Yes ❑ No Buffer impacts: ® No ❑ YES: acfe(s)
Wetlands Delineation has been oompieted;®Y� -se D No Minor Variance : ® No ❑ YES
US ACOE Approva4 of Delineation completed: ❑ Yes©Nd Major General Variance ® No ❑ YES
404 Application in Process wl US ACOE: ❑ Yes el No 401 Application required: ❑Yes © No if YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ® No Perennial, Blue line stream, etc an site ❑ yes ® No
For DENR use only
Fee Split for multiple permits: [Check # 1 Total Fee Amount E
SUBMITTAL DATES
Fee
SUBMTTTAL DATES
I Fee
CAMA
$
Variance Mal; Min
;
SW ❑ HD, ❑ I.D. Gen
$
I
401:
5
LQS
S
Stream Deter
S
E C E i V E
MAR 2 6 2008
DWQ
PROJ #

Project Name 0 t,�(, UJ0 ai-
Sto rmwater, Express Questionnaire (611 M007)
' 1. What is the applicant's full legal name? 1)•T • Loq&A
(Dif a corporation, LLC or Partnership Is involved, what is that name? I► I I)U �.�t�e.lope.f�S , LJ-L
If it's an LLC, is it manager -managed or n member -managed?
What is the applicant's title within the corporation, LLC or partnership? 1ng l' 1 tn16e-r
Will an agent (someone other than the applicant) be signing the application es o
If Yes, what is the agent's name and title?
©Please note the application signature requirements are listed in NCAC 2H. f 003 (a). In
summary, only the sole proprietor of a sole proprietorship, the designated manager, member -
manager, president or vice president of a corporation or LLC, the general partner of a
partnership, or a ranking official of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can be accepted only it accompanied by a signed
letter of authorization from one of the aforementioned individuals. Corporations, LLC's and
Partnerships must be registered with the NC Secretary of State's Office, and be active. Please
note that spelling, capitalization, and punctuation are extremely important. Please provide the
entity name exactly as on rite with the NC Secretary of State.
2 Where is the project located? County r1 f, r1 c. t c. K Nearest Town/City W04L
(Attach a owe v c nity map with both local street names and SR, NG, I or Interstate
highwaynumbeis, plus other relevant Information such as town or city names, directions 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 project is located in Brunswick, Onslow or New Hanover Counties, NPDES Phase 11 Post -
Construction rules will apply, 3. What is the name of the receiving stream? TA C-Vc_rl S_ CrfP�K
What River Basin is it located in? - � a.-4-nn _
What is the classification of the receiving stream? _ 1� St" i
For SA or SR waters, a separate scaled topographic map will be required. The projectmust e
accurately located on the map and the X mile radius from the property comer closest to the SA
or SR receiving stream must be drawn on the map.
4. If the protect is high density, what type of stormwater management BMP's are being proposed?
(check all that apply)
Wet Detention Infiltration Trench 8 Infiltration Basin 8 Sand Filter
Bio-retention Wetlands Alternative Offsite
Dry Detention Other
How many separate BMP's are being proposed?@2 3 g 5 6 7 8 9 10 11 12 Other
5. Is there offsite runoff from the adjacent properties or public rlght-of-way that will drain into any of
the proposed BMP's on the project and is not being diverted? [] Yes KNo
6. Is an access road across other property required to access the project? [].Yes (0 No
7. is there any existing development or pre-1988 existing. BUA located on the pro erty?
(Please provide documentation & delineate and identify on the plans.) L] Yes 0 No
8. For high density projects, has all of the proposed BUA been collected? Yes ❑ No
(If not, attach a separate explanation sheet)
Page 1 of 2
E C E I V E
MAR 2 6 2008
DWQ
PROS #

Project Name
8. Will the project inv a the subdivisi n and safe of property? MYes ❑ No
Is the subdivision residential or LJ commercial?
How many lots are proposed? 5
(Deed restrictions are require or a residential, commercial, low density or high,density sub-
divisions. Specific language for the various types of subdivisions is available from DENR.)
10. Have the wetlands been delineated? RYes ❑ No
(All projects require either a signed wetlands delineation map or a wetlands report to be
submitted with the application. Only a trained professional may provide Information regarding
the presence or absence of wetlands.)
11. Are wet detention ponds or other engineered controls proposed to be located a@d acent
wetlands? LaYes ❑ No
(it, yyees, a physical means to prevent the dewatering of the wetland must be provided, or the
SW. must be provided to demonstrate that the permanent pool of the BMP is above the
SHWT and will not dewater the wetlands overtime. Where possible, all BMP's and sweles
should outlet into back the wetland (with level spreaders).
12. For infiltration projects, has a site visit been completed with the DENR soils sc list to verifythe
soil type, water tale and infiltration rate provided in the soils report? N. p LJ Yes ❑ No
If yes, what was the date of the site visit?
Include a copy of the consultant's soil report with the application.
13. Does the project propose Level Spreaders at the outlet of all engineered ontrol and sw les
prior to entering surface waters or wetlands Pic ti o o� C ro 6j] [ Yes No
(The purpose of the level spreader Is to reduce the energy of the incoming runoff and to
promote diffuse sheet flow to prevent erosion and scour into the receiving waters or wetlands.)
14. Is this project a modification to an existing permit, part of a larger subdivision, 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? s� d 3 5-What is the permit number of the permitted facility? 00CL
Is the permitted facility In compliance with Its permit es o
Have the deed restrictions been recorded? Ohl - Yes No - Ph Z
Have the deed restrictions been submitted? Yes No
Has the Designer's Certification been submitted? Yes A 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 BMP been met? ;4 Yes ❑ No
(If not, attach a separate explanation sheet. Please note that the Express program is not set up
to handle any type of deviation from the standard design.)
17. For each BMA In all high density projects, and low density curb outlet Swale projects, has a
drainage area delineation map been provided? 14Yes ❑ 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
❑ E C E I V E
MAR 6 zoos
Ppoi # �DWQ

DESIGN NARRATIVE
General:
Wedgewood is a proposed high density single family residential development located on
Lanvale Road approximately 1.25 mi. NNE of the intersection of Lanvale Road (SR 1438)
and US Hwy 17 South within the Town of Leland in Brunswick County, North Carolina.
This project was previously approved under state stormwater permit number SW$
031055MOD. TTITe current proposal sI re-moiflati-CTlip ectps
can�sistsTof�apµroximately acres-1 Tli_e1inal intent of this project is to develop
streets, drainage improvements, residential lots, and amenities. The entire development
will support 254 single family home sites. The parcel I,D. Number is 0470001206.
Existing Site:
The site consists of approximately 74.96 acres of uplands and 4.40 acres of wetlands.
Site topography in the area is relatively flat. The entire project follows the natural
drainage pattern of east to west into the wetlands. Vegetation consists primarily of sparse
grasses and small shrubbery. Subsurface soils on the site are primarily silty clays and
organics.
The site drains to Jackeys Creek, class C Sw in the Cape Fear River Basin.
Approximately 37% impervious surface area is proposed. Local government approval
has been secured for the subdivision and was secured prior to Phase II Stormwater
requirements, t he-purpose-bfthis submiff ii-i— to reallocate -impervious surface from t e7
future-tract-across-t!iFroad, which-is-owned"by others, to-the-residential'lots N itKii- Phase
C.f;_aiid�allocate_avaiiable�impervious_surface_that-can,be�rireatedby, the existinf; wet]
detention pond A SEC Plan was never secured for the tract across the street. The owner
will be responsible for securing a SEC Plan and Stormwater Permit for this tract prior to
development activities taking place,
Proposed Improvements:
Throughout the entire project, improvements proposed include drainage devices, streets,
stormwater ponds, and utilities. Drainage for the most part will sheet flow from the lots
into the streets which will have curb and gutter to direct drainage to low points in the
roads. Drainage from the low points will drain into amenity ponds and a stormwater
pond that drains to surrounding wetlands. Water and sewer has been provided to the
residential lots and required permits have previously been secured.
R E C E I V ED
MAR 2 6 2008
DWO

Drainage Calculation Considerations:
Drainage on the site will sheet flow to curb inlets within roadway areas. Proposed roads
are to be cut 1 to 1.5 feet below existing grade to insure that the property will drain to the
street. Any roof drains or gutters from buildings will drain to the collection system. From
there, the drainage will be piped to a wet detention pond in accordance with NCDENR
Stormwater regulations. Stormwater generated from Phase 11 will be pre-treated on -site
but will be discharged into a detention pond previously permitted under Phase I (Permit
#SW8-031055) and sized to accommodate both Phase I and Phase 11 discharges. d1ed
Erosion Control Considerations:
The proposed wet detention pond will provide ample sediment storage for the disturbed
area and will be utilized as a temporary sediment basin during construction. Inlet
protection is to be installed as, the curb inlets of the drainage piping system are
constructed to minimize the amount of sediment entering the collection system and,
ultimately, the temporary sediment basin.
Erosion Control Measures and Sequence:
a. Temporary construction entrance.
b. Temporary sediment basin (wet detention pond).
c. Energy dissipaters at the pipes into and out of the detention pond.
d. Temporary inlet sediment protection at storm drain inlets.
e. Temporary seeding should construction be halted for the specified time limit
(refer to specifications)
f. Remove all temporary erosion control measures once installation of utilities and
paving has been completed and a good vegetative ground cover has been
established.
Maintenance Considerations:
During construction, the Contractor shall be required to inspect and repair as needed all
erosion control devices after any significant rain event. Any measure found not
performing its intended function should be repaired immediately. Upon completion of
construction and establishment of permanent ground cover, the Owner shall be
responsible for maintenance on the project site.
pECEIVE
MAR 2 6 2008
DWQ
PROJ #

--- "jGS84 7S='02.000' V! ,
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❑ E C E[ V ED
MAR 2 6 2008
a
PROJ # bW0

OLD MiLL ROAD
F MAF
VICINFT Y

Express Request for Wedgewood
Subject: Express Request for Wedgewood
From: "Noelle Winstead"<[e-mail]>
Date: Wed, 26 Mar 2008 15:40:52 -0400
To: "Janet Russell" <Janet.Russel [e-mail]>
Janet,
Attached is an Express Request for Wedgewood Subdivision located off Lanvale Road in Brunswick County.
The project was previously permitted as a low density subdivision with a high density system. Now the project
will be high density and no longer includes a tract across Lanvale Road that was previously allocated future
BUA. That tract is owned by previous permittee and an SEC Plan was never secured for that area.
Chris Baker revised the project on July 25, 2007 to include Phase II. We would prefer to meet with him since
he is familiar with the project.
Thank you,
Noelle
Cape Fear Engineering Inc.
Notice: The information contained in this message is intended only for use of the
individual(s) 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, copy it in any 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 notify the sender immediately.
Content -Description: scan0001.pdf
Ilscan00011.pdfll Content -Type: app I ic ation/octet- stream
!� 11 Content -Encoding: base64
E C E 1 V E n
MAR 2 6 2006 U
DWo
PROJ # —
I of 1 3/27/2008 9:56 AM

about:blank
Wedgewood
March 28, 2008
The Express stormwater submittal meeting for the proposed modification to the Wedgewood permit
has been scheduled with Chris Baker on April 10, 2008 at 8:30 AM here in the Wilmington
Regional Office. The applicant, Mr. Logan or his assistant, is required to attend the meeting.
The Express stormwater application fee for a high density permit is $4,000 payable at the submittal
meeting. If there are ownership change issues or stormwater pond certifications that are needed,
please bring the appropriate paperwork to the submittal meeting.
Please respond within 2 business days to confirm and reserve the submittal meeting date / time.
Thanks,
Janet Russell
Express Coordinator
I of 1 3/28/2008 4:00 PM

about:blank
Thanks Noelle. Once you get the other email about Wedgewood, please call Chris or email Linda so
that you can get any remaining issues resolved before the submittal date.
Noelle Winstead wrote:
Janet,
LWe-are-available-to_mee,t_on-April-lO.th_at-8•:•30-with_Chris_Baker. Either
the clieno Yiis-represent'attve-wil-1 be p're`sdnt. I -have -instructed the
client to write a letter authorizing his representative to attend in his
place if he cannot attend.
Thank you,
Noelle Winstead
-----Original Message -----
From: Janet Russell[mailtc:[e-mail]]
Sent: Friday, March 28, 2008 4:01 PM
To: Noelle Winstead; Mike Tackett; [e-mail]
Subject: Stormwater Mod. To Wedgewood
*Wedgewood*
March 28, 2008
The Express stormwater submittal meeting for the proposed modification
to the Wedgewood permit has been scheduled with *Chris Baker on April
10, 2008 at 8:30 AM* here in the Wilmington Regional Office. The
applicant, Mr. Logan or his assistant, is required to attend the
meeting.
The Express stormwater application fee for a high density permit is
$4,000 payable at the submittal meeting. If there are ownership change
issues or stormwater pond certifications that are needed, please bring
the appropriate paperwork to the submittal meeting.
Please respond within 2 business days to confirm and reserve the
submittal meeting date / time.
Thanks,
Janet Russell
Express Coordinator
I or 1 4/2/2008 12:27 PM

aboucblank
Mike:
I would recommend that you talk with Chris Baker about this proposed modification to the
Wedgewood stormwater permit. It could be that changing the built upon area and changing the
stormwater pond could result in the requirement to design the pond to meet the federal Phase lI rules.
I'm not sure and recommend that you talk to Chris (796-7304). In case you do need to design to meet
the Phase If rules I am attaching the Session Law that outlines the design requirements in the Phase 11
counties. Please start reading on page 13, 14, 15, etc. for the design requirements.
Please be sure that any application forms or supplements are the latest versions of the documents from
the BMP web site. The link is attached under "submittal requirements". Several engineers have
recently showed up to the submittal meetings with outdated forms.
Do not hesitate to call me or email me with any questions. And, as reminder, we do need you to
confirm in writing by return email if you want the April 10 submittal meeting date that we offered you
on March 28th. I really need to know if you want this appointment by in the morning.
Thanks,
Janet Russell
Express Coordinator
910 796-7421
I of 1 4/2/2008 12:23 PM

4 � p�o� W A r�9QG
jCli
r
o -c
Michael F, E:asley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environmem and Natural Resources
Coleen 1d. Sullins, Director
Division of Water Quality
WATER QUALITY SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. 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 / 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: WD8=t=L--E \1JD13 Veto UC
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
N'c Carolina
Nthatura!!,y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington. NC 29405 Phone [phone] Customer Service
Wilmington Regional Office Internct: wwwncwatsrquality.or, Fax [phone]
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

r . 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:
I, J d s �� �� �1. �-�� L' �— attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge.
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: )/0 7
New Applica is Certification: (M st be completed for all transfers of ownership)
attest that this application for an ownership
change has been reviewe nd 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 - / 7' L7
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

I-anvale Farms
Stormwater Permit No. SW8 031055
Brunswick County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 031055
Page 1 of 1
I, Ar /U, rr I`o''r- , as a duly registered e4A,-; -ems.-- in
the State of North Caroli a, having been authorized to certify he as -built of the
pond,
�. d nV. A^m5
(Project) - T
For La n va %e 60 ,.,LA;(,(Project Owner) hereby state that due
care and diligence was used to prepare the as -built and was made sure the pond
was built within substantial compliance and intent of the approved plans and
specifications.
The attached pond as -built dated September 22, 2006 illustrates what has been
constructed. The as -built of the pond is what will be certified.
Noted deviations from approved plans and specifications:
Signature 6kjvo
Registration Number _/97g-I-
Date `%& 310 6
SEAT.
Fes3/0
° SEAL
19742ti
T FNGr�1e s O
HNIP'
rrr�rJilrlrrn rsss�ti�1�Q,

- T ,

in accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions where lots
will be subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level.
I, D. Logan acknowledge and affirm by my signature below, that I will cause the following deed
restrictions and protective covenants to be recorded for Wedgewood Phase II prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit NumberSW8031055 MOD, as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area for lots 1-113 is 2,220 square feet and for lots 114-145 is
3,200 square feet. 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, and coquina, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30 foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall terminate at least 0 foot from the mean high water mark of surface waters.
-717
r �}
Signature: Date: r !/
I, -rloto cey T ,MO23� , a Notary Public in the
State of -A[ f Q9W MILV& , County of /Vrm/ /�1f//h/L�2, ,
do hereby certify that 0. Lu64nz personally appeared
r--
before me this the 17 day of TUG`/ 20, and acknowledge
the due execution of the foreggj t ument. Witness my hand and offici
My Commission expires anm�7
, -SEAL'-.
�''�.
Z�• \OTAR�
�z. A�BL1G .2
'0
"B"

A

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions and
protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and
sold and runoff will be treated in an engineered stormwater control facility. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the
design criteria used to size the stormwater control facility.
I, G , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are r ten ed to ensure ongoing compliance with State Stormwater
Management Permit Number(j 03/ SS , as issued by the Division of Water Quality under
NCAC 2H. 1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is tq#4dt"edtq square feet. 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
iFe RT �Q NT
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.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these add ' ional measures.
Signature: Date:
I , a Notary Public in the
State of AT4 d4rOf1#4 _, County of 11�p�c� )16nOI/Cr
do hereby certify that--.�g_¢/1 personally appeared
before me this the a day of _ �+�02r% 20 otq , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
ignature A l
My Commission expires ///gte, ! 2� ZO1Z
SEAL
OFFICIAL SEAL
Notary Public - North Carolina
NEW HANOVER COUNT`(
H. SCOTr KENNEDY, JR.
Form DRPC-3 Rev.1 Page I of I

ATTACHMENT A
IMPERVIOUS AREA PER LOT
WEDGEWOOD AT LANVALE, PHASE 2
Lot #
Total Area sq.ft.
Total Area, ac.
Impervious
Area, sq.ft.
Impervious
Area, ac.
o
�� Impervious
1
11,030
0.25
3,150
0.07
0.29
2
7,934
0.18
3,150
0.07
0.40
3
7,416
0.17
3,150
0.07
0.42
4
8,069
0.19
3,150
0.07
0.39
5
7,953
0.18
3,150
0.07
0.40
6
7,926
0.18
3,150
0.07
0.40
7
7,926
0.18
3,150
0.07
0.40
8
7,926
0.18
3,150
0.07
0.40
9
7,926
0.18
3,150
0.07
0.40
10
8,134
0.19
3,150
0.07
0.39
11
7,801
0.18
3,150
0.07
0.40
12
7,625
0.18
3,150
0.07
0.41
13
7,939
0.18
3,150
0.07
0.40
14
9,021
0.21
3,150
0.07
0.35
15
8,153
0.19
2,950
0.07
0.36
16
8,110
0.19
2,950
0.07
0.36
17
8,209
0.19
2,950
0.07
0.36
18
8,327
0.19
2,950
0.07
0.35
19
7,469
0.17
2,950
0.07
0.39
20
7,143
0.16
2,950
0.07
0.41
21
7,470
0.17
2,950
0.07
0.39
22
8,008
0.18
2,950
0.07
0.37
23
9,445
0.22
2,950
0.07
0.31
24
11,486
0.26
2,950
0.07
0.26
25
13,543
0.31
2,950
0.07
0.22
26
8,654
0.20
2,950
0.07
0.34
27
7,141
0.16
2,950
0.07
0.41
28
8,976
0.21
2,950
0.07
0.33
29
10,326
0.24
2,950
0.07
0.29
30
11,323
0.26
2,950
0.07
0.26
31
12,961
0.30
2,950
0.07
0.23
32
12,525
0.29
2,950
0.07
0.24
33
15,239
0.35
2,950
0.07
0.19
34
11,934
0.27
2,950
0.07
0.25
35
12,261
0.28
2,950
0.07
0.24
36
10,988
0.25
2,950
0.07
0.27
37
12,258
0.28
2,950
0.07
0.24
38
7,637
0.18
2,950
0.07
0.39
39
7,571
0.17
2,950
0.07
0.39
40
8,407
0.19
2,950
0.07
0.35
41
7,752
0.18
2,950
0.07
0.38
42
7,803
0.18
2,950
0.07
0.38
43
7,637
0.18
2,950
0.07
0.39
44
10,149
0.23
2,950
0.07
0.29
Impervious Area Per Lot - 02-13-08-REV (Overaii-For Stormwater).xls212012008

ATTACHMENT A
IMPERVIOUS AREA PER LOT
WEDGEWOOD AT LANVALE, PHASE 2
Lot #
Total Area sq.ft.
Total Area, ac.
Impervious
Area, sq.ft.
Impervious
Area, ac.
% Impervious
45
7,811
0.18
2,950
0.07
0.38
46
8,144
0.19
2,950
0.07
0.36
47
7,686
0.18
2,950
0.07
0.38
48
7,649
0.18
2,950
0.07
0.39
49
7,125
0.16
2,950
0.07
0.41
50
7,857
0.18
2,950
0.07
0.38
51
8,372
0.19
3,150
0.07
0.38
52
8,057
0.18
3,150
0.07
0.39
53
7,881
0.18
3,150
0.07
0.40
54
7,836
0.18
3,150
0.07
0.40
55
7,793
0.18
3,150
0.07
0.40
56
7,761
0.18
3,150
0.07
0.41
57
7,731
0.18
3,150
0.07
0.41
58
7,721
0.18
3,150
0.07
0.41
59
8,258
0.19
3,150
0.07
0.38
60
8,329
0.19
3,150
0.07
0.38
61
7,269
0.17
3,150
0.07
0.43
62
6,858
0.16
3,150
0.07
0.46
63
6,858
0.16
3,150
0.07
0.46
64
6,858
0.16
3,150
0.07
0.46
65
6,858
0.16
3,150
0.07
0.46
66
6,858
0.16
3,150
0.07
0.46
67
6,858
0.16
3,150
0.07
0.46
68
6,858
0.16
3,150
0.07
0.46
69
6,283
0.14
3,150
0.07
0.50
70
7,530
0.17
3,150
0.07
0.42
71
7,197
0.17
3,475
0.08
0.48
72
6,928
0.16
3,223
0.07
0.47
73
6,928
0.16
3,475
0.08
0.50
74
6,928
0.16
3,223
0.07
0.47
75
6,928
0.16
3,475
0.08
0.50
76
6,928
0.16
3,223
0.07
0.47
77
6,928
0.16
3,475
0.08
0.50
78
6,928
0.16
3,223
0.07
0.47
79
6,928
0.16
3,475
0.08
0.50
80
7,328
0.17
3,223
0.07
0.44
81
9,194
0.21
3,475
0.08
0.38
82
7,837
0.18
3,223
0.07
0.41
83
11,272
0.26
3,475
0.08
0.31
84
11,094
0.25
3,223
0.07
0.29
85
6,146
0.14
3,475
0.08
0.57
86
7,264
0.17
3,223
0.07
0.44
87
7,271
0.17
3,475
0.08
0.48
88
7,271
0.17
3,223
0.07
0.44
89
7,271
0.17
3,475
0.08
0.48
90
7,271
0.17
3,223
0.07
0.44
Impervious Area Per Lot - 02-13-08-REV (Overall -For Stormwater).xls212012008

r

ATTACHMENT A
IMPERVIOUS AREA PER LOT
WEDGEWOOD AT LANVALE, PHASE 2
Lot #
Total Area sq.ft.
Total Area, ac.
Impervious
Area, sq.ft.
Impervious
Area, ac.
% Impervious
91
7,271
0.17
3,475
0.08
0.48
92
9,010
0,21
3,223
0.07
0.36
93
8,305
0.19
3,475
0.08
0.42
94
9,144
0.21
3,223
0.07
0.35
95
8,158
0.19
3,475
0.08
0.43
96
7,100
0.16
3,223
0.07
0.45
97
7,752
0.18
3,475
0.08
0.45
98
7,752
0.18
3,223
0.07
0.42
99
7,752
0.18
3,300
0.08
0.43
100
9,582
0.22
3,223
0.07
0.34
101
9,928
0.23
3,150
0.07
0.32
102
7,571
0.17
3,150
0.07
0.42
103
8,004
0.18
3,150
0.07
0.39
104
7,594
0.17
3,150
0.07
0.41
105
7,513
0.17
3,150
0.07
0.42
106
7,595
0.17
3,150
0.07
0.41
107
7,595
0.17
3,150
0.07
0.41
108
7,595
0.17
3,150
0,07
0.41
109
8,220
0.19
3,150
0.07
0.38
110
7,720
0.18
3,150
0.07
0.41
111
7,485
0.17
3,150
0.07
0.42
112
8,444
0.19
3,150
0.07
0.37
113
7,003
0.16
3,150
0,07
0.45
114
6,271
0.14
3,150
0.07
0.50
115
6,537
0.15
7 3,150
0.07
0.48
116
6,607
0.15
3,150
0.07
0.48
117
6,662
0.15
3,150
0.07
0.47
118
6,732
0.15
3,150
0.07
0.47
119
7,267
0.17
3,150
0.07
0.43
120
8,031
0.18
3,150
0.07
0.39
121
8,620
0.20
3,150
0.07
0,37
122
8,350
0.19
3,150
0.07
0.38
123
8,350
0.19
3,150
0.07
0.38
124
8,350
0.19
3,150
0.07
0.38
125
8,350
0.19
3,150
0,07
0.38
126
8,350
0.19
3,150
0.07
0.38
127
8,350
0.19
3,150
0.07
0.38
128
11,092
0.25
3,150
0,07
0.28
129
9,941
0.23
3,475
0.08
0.35
130
8,946
0.21
3,223
0.07
0.36
131
8,946
0.21
3,475
0.08
0.39
132
8,946
0.21
3,223
0.07
0.36
133
8,817
0.20
3,475
0.08
0.39
134
7,459
0.17
3,223
0.07
0.43
135
10,896
0.25
3,475
0.08
0.32
136
9,057
0.21
3,223
1 0.07
0.36
Impervious Area Per Lot - 02-13-08-REV (Overall -For Stormwater).xis212012008

ATTACHMENT A
IMPERVIOUS AREA PER LOT
WEDGEWOOD AT LANVALE, PHASE 2
Lot #
Total Area sq.ft.
Total Area, ac.
Impervious
Area, ions
Impervious
Area, Impervious
o
�o Impervious
137
8,734
0.20
3,475
0.08
0,40
138
8,783
0.20
3,224
0.07
0.37
139
9,859
0.23
3,475
0.08
0.35
140
8,200
0.19
3,223
0.07
0.39
141
8,521
0.20
3,475
0.08
0.41
142
7,504
0,17
3,223
0.07
0,43
143
7,659
0.18
3,475
0.08
0.45
144
7,956
0.18
3,223
0.07
0.41
145
10,520
0.24
3,420
0.08
0.33
Totals
1,203,226
27.62
458,800
10.53
0.39
Impervious Area Per Lot - 02-13-08-REV (Overall -For Stormwater).xis212012008

WET DETENTION POND ANALYSIS
FILE NAME: S:IWQSISTORMWATERIEXCELSPREADSHEETSIPONDI031055MOD.WK1
PROJECT #: SW8 ;031055MOD REVIEWER: "C. Baker
PROJECT NAME: Wedgew_ood _ DATE: 15-Apr-08
Receiving Stream: Jacket's Creek Class: C;Sw
Drainage Basin: !Cape Fear Index No. 18-77-3
Site Area 79.36 'acres
Drainage Area 3366208.00 square feet DA Area Acres 77.28
IMPERVIOUS AREAS
Rational C
Buildings
_
804400.00 square feet
Parking
292723.00 square feet
SW
10019.00 square feet
Offsite
15682.00 .square feet
'square feet
square feet
0.00 square feet
TOTAL 1122824.00 square feet Rational Cc= 0.13
SURFACE AREA CALCULATION
% IMPERVIOUS 33.36% SAIDA Ratio 1.77%
Des. Depth* 6 Req. SA 59507 sf
TSS, 85 or 90: 90 Prov. SA 97878 sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?*
Des. Storm
1.50
inches
Rv=
0.350
Bottom
14
msl
Perm. Pool
24.00
msl
Design Pool
26
msl
Storage met @elev 25.40 msl
Req. Volume
147357
cf
1cf
Vol. Prov. at DP
210541
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
0.58 ft
0.853 cfs
0.341 cfs
1
6.00 weir HxW
2.4 days
C= 3.308888889
FOREBAY
Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
Elevation
24.00
26.00
Area _
97878.00
112663.00
Q2 Area =
33.39
Q5 Area =
13.36
Orifice Area
28.27
Q=
0.722
in
x
Surface Area @DP =
Falling Head Drawdown
L= -0.117
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.
584483
116896.6
l 23891.00
21.2%
Inc. Vol
210541.00
Acc. Vol.
0.00
210541.00
sq. inches
sq. inches
sq. inches
cfs
in
112663 sq. ft.
3.6 days

CAPE FEAR RIVER BASIN
Nano of Stream Subbasin Stream Index Number Map Number Class
Intracoastal Waterway
CPF24
18-87-(25.5)
K27NE5
SA;ORW
Intracoastal Waterway
CPF24
18-87-(30.5)
K27SW3
SA;14QW
Intracoastal Waterway
CPF17
18-68-9
L26NE4
SA;HQW
Intracoastal Waterway
CPF17
18-68-9-(3.5)
L26NE9
SC
Island Creek
CPF22
18-74-27
H27SW4
C;Sw
Island Creek
CPF23
18-74-50
J27SE5
C;Sw
Jack Branch
CPF05
16-41--6-1-(1)
D23SW9
C;NSW
Jack Branch
CPF05
16-41-6-1-(2)
D23SW9
WS-IV;NSW
CJackeys-Creek
CPF17
$T8^7.7'3=>
K26NEG
C-C--
Jacks Ford Branch
CPF15
18-31-24-5-2
G23SW1
C
James Creek
CPF14
18-23-13
G21NES
WS-III
Jennie Creek
CPF15
18-31-2
G21NE7
C
Jenny Branch
CPF08
17-8-2
D19NE1
WS-IV:*
Jim Branch
CPF07
18-7-4
E23SW3
C
Joss Fork
CPF14
18-23-3-1
G21NNI
W$-III
John Creek
CPF24
18-87-30
K27SE1
SA;CRW
Johns Branch
CPF17
18-64-6
J25SES
C;Sw
Johns Swamp Branch
CPF20
18-68-17-6
125SE1
C;Sw
Johnson Branch
CPF04
16-31-1
D21SE4
C;NSW
Johnson Branch
CPF13
16-20-25-1
F23NW9
C
Johnson Creek
CPF12
17-43-6-1
D21SW5
WS-III
Johnson Mill Race
CPF19
18-68-1-17-13
H25SW2
C;Sw
Jolly Branch
CPFOG
16-41-1-15-1-2
D22NE5
C;NSW
Jones Branch
CPFOS
16-41-4-1-1
D22SE5
WS-IV;NSW
Jones Branch
CPF21
18-74-8-2
G27NE4
C;Sw
Jones Creek
CPF02
16-14-5-1
C21NW1
WS-II;HQW,NSW
Jones Creek
CPF06
16-41-1-15-1-1
D22NE1
C;NSW
Jones Creek
CPF13
18-20-12
F23SW1
C
Jones Creek (Lake Ann)
CPF20
18-6B-16-1
126SW4
C;Sw
Jones Lake
CPP16
16-46-7-1
I24NE4
B
Jones Swamp
CPF16
16-66-12-4
G24SW3
C;Sw
Jordan Creek
CPF02
16-14-6-(0.5)
C21NE1
WS-II;HQW,NSW
Jordan Creek
CPF02
16-14-6-(3)
C21NW6
WS-II;HQW,NSW,CA
Jordan Branch
CP902
16-11-14-1-4
C20SW1
C;NSW
Jump and Run
CPF22
18-74-22.5
H27NE7
C;Sw
Jump and Run Creek
CPF17
18-88-9-3-2
L26NE5
SC;Sw
Jump -and -Run Branch
CPF19
18-68-2-12-1
H25NE6
C;Sw
Jumping Run
CPF18
18-68-12-2-4-1-1
G24NE2
C;Sw
Jumping Run
CPF21
18-74-10
G27NE7
C;Sw
Jumping Run
CPF23
18-74-38
I27SE5
C;Sw
Jumping Run Branch
CPF21
18-74-6
G27NW5
C;Sw
Jumping Run Branch
CPF23
18-74-55-5
J26NE2
C;Sw
Jumping Run Branch
CPF17
18-76-1-3
K27NW2
C;Sw
Jumping Run Creek
CPF14
18-23-20
G22NW9
WS-III
Jumping Run Creek
CPF14
18-23-29
F22SE9
C
Jumping Run Creek
CPF18
18-66-12-15
125NE1
C;Sw
Juniper Branch
CPF13
18-20-24
F23SW3
C
Juniper Branch
CPF14
18-23-3-2
G21NW2
WS-III
Juniper Branch
CPF19
18-66-5
125NE3
C;Sw
Juniper Branch
CPF21
18-74-6-1
G27NW5
C;Sw
Juniper Branch
CPF21
18-74-13-2
G27SE3
C;Sw
Juniper Branch
CPF23
18-74-55-10
J26NE9
C;Sw
Juniper Creek
CPF13
18-20-6-(5)
F22NW9
B
Juniper Creek
CPF07
18-21
P24NWS
C
Page 13 of 30

State Stormwater Permit Application Trackinje Cover Sheet
Wilmin,aton Rekional Of ice
Project N► toe: WEDGEWOOD (d-) LANVALE PHASE 2 SECTION 1
Project Category: MOD
Project Type: HD - DETENTION POND
App Accept Date: 4/10/2008
Application Fee Amt: $ q tx--�t7
Fee Check Number: ::7!A 12 q
Reviewer Ninne: BAKER, CHRIS
Record the following information from BIMS after project has been entered!
Permit Number (BIMS): ' 5 L--,� ? C) 31 O S �; 1 ,,
Please update the SW Access System by entering the Permit Number for the project!
Date Entered in Access: _ Yr I (-) ,
Entered in Access By:
Date Pri►rted: 4/I0/20089: U9: 53 AM

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite lot
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
TO: Cameron Weaver
NC Division of Water Quality
12-1 Cardinal Drive Ext.
Wilmin on, NC 28405
LEE ER of TRA NSMMAL
DATE 01' 1/O
JOB NO. 20 -01
ATTENTION Paul Bartlett
PHONE#'
ARE: Wed ewood at Lanvale
(formerly Lanvale Farms)
SW8 o31o55 Modification
{PEB 0 1 2007 �
t3Y: - I
WE ARE SENDING YOU ® Attached ❑ Under separate cover via the followirig items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change order ❑ Diskette ® Certification
COPIES
DATE
NO.
DESCRIPTION
1
01/31/07
Certification of Pond No. 1 Modification
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
® Far your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ Resubmit copies for approval
® Submit 1 copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Attached is the certification of the modification for Pond No. i in Wedgewood at Lanvale. The
certification is only for the revision to the orifice in Pond No. 1.
COPYTO: File. Joe Goodman SIG
lfenclosures are not as noted, kindly notify as at once.

State Stor mwater Management Systems
Permit No. SW8 031055 Modification
Wedgewood at Lanvale (formerly Lanvale Farms) Page 'I of 1
Stormwater Permit No. SW8 031055 Modification
Brunswick County
Designer's Certification
I, Mark N. 14a role, as a duly -registered et1)ne r ill
the State of North Carol in Having been authorized to certifyVie modification of
the pond,
U)6_4, ewo0d 6L La n VzIe—
(Project)
For r anVa le C* vl�a7]�1� .�e . (Project Owner) hereby state that due
care and diligence was used to resize the orifice to 4-inches within substantial
compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specifications:
Ct ! rL c—, m !�• o [. � ,
Signature Akffl,A,���
Registration Number
Date //3//D?
SEA
= of
Q
� 3�42
GINESP .

t ": ip
J "t
I

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
September 23, 2020
Ms. Stephanie Blair, President
Lanvale Owners Association
1121 Slater Way
Leland, NC 28451
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Wedgewood Subdivision
Stormwater Permit No. SW8 031055
Brunswick County
Dear Ms. Blair:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 050830 has been
renewed on September 23, 2020, and shall be effective until October 25, 2028. For your records, please find
enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit
on file at all times. Please note that the renewed, updated, and re -issued permit does not impose new or different
terms; it merely restates some of the previous terms to provide you with a better understanding of your obligations
under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with
the terms and conditions of this state stormwater permit. The plans originally approved on July 23, 2004 and
most recently revised on March 30, 2012, will remain in full force and effect in accordance with the regulations
set forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Dwiiel Sarns in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
�"- 'ju,
, Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DESIdan:111 tormwateriPermit &. Projec02003\031055 1-1D002009 permit 031055
cc: Wilmington Regional Office Stormwater File
®� � North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
e:.xo:: f Wilmington Regional Office 1 127 Cardinal Drive Extension k Wilmington. North Carolina 28405
Nor o-aoo-.lw
°�"`� n 910.796.7215

State Stormwater Management Systems
Permit No. SW8 031055
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
Lanvale Owners Association
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 Energy, Mineral and
Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until October 25, 2028 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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. Phase 2 is permitted for 145 lots, each allowed a
maximum square footage of built -upon area as specified in Attachment A.
1 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. This pond must be operated with a 30' vegetated filter.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 031055
5
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
n
R
c
d
e
f.
g
h
Drainage Area, acres:
Onsite, ftz:
Offsite, ft2:
Total Impervious Surfaces, ftz:
Phase 1 108 Lots at 3,200 ft2:
Phase II Lots at (see table) ft2.
Roads/Parking, ft2:
Sidewalks, ftz:
Amenity Center, ft2:
Pond Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL
Permitted Surface Area @PP, ftz:
Permitted Storage Volume, ft3:
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:
II. 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"0 pipe
584,483
123,891
2
Jackey's Creek 1 Cape Fear
18-77-3
"C I Sw"
1. 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 Energy, Mineral and Land Resources, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. 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.
4. The Director may determine that other revisions to the project should require a
modification to the permit.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 031055
5. 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.
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.
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 DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 031055
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 Energy, Mineral and Land Resources 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 Energy,
Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Energy, Mineral, and Land Resources.
f. The maximum built -upon area per lot is 3,200 square feet for Phase 1. For Phase
II maximum BUA/lot is listed in Attachment A. 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. 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.
h. 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
DEMLR 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 minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
C. 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.
d. The fountain may not be placed in the forebay.
e. The falling water from the fountain must be centered in the pond, away from the
shoreline.
f. 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.
Page 4of5

State Stormwater Management Systems
Permit No, SW8 031055
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 Energy,
Mineral and Land Resources 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 DEMLR. 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 Energy, Mineral
and Land Resources, 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 DEMLR 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 23th day of September 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i
Brian VVPeni, c or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

DEMLR USE ONLY
Date Re iced
Fee Paid
Permit Number
Tdldopo
I � '
019q,3 �—
I SW g 031055
NC DEQ Division of Energy, Mineral and Land Resources RECEIVED
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM SEP 14 2020
NCDEQ
WILMINGTON RO
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 031055MOD
2. Project name: Wedaewood
3. Project street address: 1985 Eastwood Road, Suite 202
City: Wilmington County: New Hanover
ZIP: 28405
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https:/ldeg.nc.govlabout/divisionslenergy-
mineral-land-resources/energy-mineral-land-ruleslstormwater-programlpost-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at., httslide .nc. q ovlaboutldivision slener -mineral-land-
resourceslenergy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Lanvale Owner's Association
2. Signing Official's Name: Stephanie Blair
3. Signing Official's Title: President
4. Mailing Address: 1121 Slater Way
City: Leland
5. Street Address: 1985 Eastwood Road, Suite_202
State: NC ZIP: 28451
City: Wilmington State: NC ZIP:
28405
6. Phone: [phone] Email: [e-mail]
ZC1E1%11E
SE
P 14 2N
Stormwater Permit Renewal Form Page 1 of 3 ' May 11, 2018

I

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Once (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
SB 1. A permit application processing fee of $505.00 payable to NCDEQ.
SB 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation - a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) - a manager or company official as those terms are defined
in G.S. 571)"North Carolina Limited Liability Company Act;"
c. Public Entity - a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership - the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a - e above authorizing the
signature of another entity.
SB 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
S8 4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
® 1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
SB 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
SB 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
SB 7. tlF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https:ilwww.sosnc.gov/online services/search/by title/ Business Registration
SEP 14 ypyp
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

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D. PERMITTEE'S CERTIFICATION
I, S QL11` (✓ the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this,permit renewal application is, to the best of my
knowledge, correc and complete. r�
1 i
Signature: Date: qZiI2--D
NOTARIZATION:
I, a Notary Public for the State of
Naa:w C VW rXT_J'JPt County of _ hIA4— 1l"WX do hereby certify
that SN 13a personally appeared before me
this the %%V- day of SEVTeAA M 20 2-0 , and acknowledge the due
execution of the
(Notary Sea!)
Notary Signature:
instrument. Witness my hand and official seal,
CARRIE LANKFORD
Notary Public
North Carolina
19 NewHano'verCounty .
My commission expires Met- Z"d 2023
ECEIVE#-
SEP 14 2020
BY:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

C A 0 A A 3 i 9 A
v n Li cl 19 r 6 F!

Attachment C - Permitting History
Wedgewood Subdivision
Permit No. SW8 031055
Approval
Date
permit Action:
BIMS
Version
Description of the Changes
7/23/2004
Original
Approval
1.0
High Density wet detention pond
10/25/2006
Modification
1.1
Addition of 27 lots to overall permit
4/16/2008
Modification
1.2
Expiration date correction
3/30/2012
Modification
1.3
Maximizing Phase 1 and Phase 2 lot count
9/23/2020
Renewal
2.0
New expiration date of 10/25/2028
Page 1 of 1

Central Files: APS _ SWP _
9/24/2020
Permit Number SW8031055 Permit Tracking Slip
Program Category Status Project Type
State SW Active Renewal with major mod
Permit Type Version Permit Classification
State Stormwater 2.00 Individual
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Facility Name
Wedgewood
Location Address
Lanvale Rd
Leland NC 28451
Owner
Permit Contact Affiliation
MajortMinor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Name Owner Type
Lanvale Owners Association Non -Government
Owner Affiliation
D I Logan
60 Gregory Rd Ste 1
Dates/Events Belville NC 28451
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/23/2004 9/14/2020 9/23/2020 9/23/2020 10/25/2028
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name - Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina J
Sent: Friday, September 18, 2020 2:06 PM
To: wedgewoodhoa28451 @gmail.com
Subject: SW8 031055 - Wedgewood
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on September 18 , 2020. The
project has been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: �T F, ��too� Date Delivered to WIRO: r'J ) o Z-0
Project County/Location: 3r2 c)N 5 113 i CC iC cA rQ RIMS Received/Accepted Date: 12, 2a
Rule(s): ❑2017 Coastal F-12008 Coastal F-11995 Coastal T BIMS Acknowledged Date':
Phase II Universal M1988 Coastal
Permit Action: New
Major Mod / Minor Mo enewal
Permit Type: isyLID / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commerc" si entia / Other
Subdivided?: u d,visio_:n:)or Single Lot
Permittee Type & Documents Needed:
Property Owner(s) Purchaser El Lessee
Viable? Viable? Viable?
Deed Purchase AgmtEl Lease
Not Subdivided: Deed
Subdivision; Common Area Deed
New Permit #Z:
® Existing Permit#: 5WS 031C>55
Expriation Date 3: /0 &5 21Za
L—Joffsite to SW8:
Lot is in Master Permit?
OPE Cert on File?
EJHOA Developer
viable? Viable?
IDEtection Minutes
Paperwork
Application
ee: M5505 (within 6mo) Check#(s): boZ%6 E]No Fee
Supplement2 (1 new farm or far older forms: 1 original per SCM)
F]O&Mz
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
FTSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
F—Tans (2 Sets)
F-1PE Certification
Electronic Copies
ElEasements, Recorded (2017 Rules)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
7For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3If w/in 6 months and they are requesting a mod, STOP, Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME:
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist 2020 0131

Wedgewood @ Lanvale
December 10, 2019
Dear Wedgewood at Lanvale Owner:
Thank you to those who attended the recent annual meeting.
Those in attendance elected members to the Board of Directors. The current board
members and their offices are:
Larry Spencer (President)
226 White Hill Rd
Stephanie Blair (VP)
1121 Slater Way
Justen Gross ,(Secrets_ ry)
160 Watersfield Rd
Dan Ellis (Treasurer)
1200 Slater Way
Thomas Charles
102 Watersfield Rd
The board plans to meet periodically throughout the year to conduct the business affairs
of the community. Please contact Premier Management Company to find out the
location of any meeting if you wish to attend or speak.
Pursuant to § 7A-38.3F, association members may initiate voluntary mediation in an
effort to resolve a dispute with the association. Please note the dispute cannot be
related to assessments and both parties must agree to participate in the mediation.
Sincerely,
Lanvale OA
ECEIVEt -
SEP 14 2020
BY•
P.O. Box 12051 a Wilmington, NC 28405 o Phone [phone] Q Fax 888,799.7626
www.PremierManagementNC.com

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9--CEIVE
2019 VICE PRESIDENTS' REPORT SEP 14 2 .
8Y•
As 2019 comes to an end, the Board of Directors would like thank homeowners for being more
considerate of one another and of the HOA rules and regulations. Additionally, I would like to
thank homeowners for being patient when our pool renovation took longer than expected, I
would especially like to thank Annette Palen, our past president who worked so hard for
obtaining our community owned funds from builders, which is the only reason the pool was able
to be renovated. Without which, we would have not passed inspection for pool opening this past
summer. Thank you again Annette and past board members for your relentless efforts and
scrupulous planning!
I would also like to say thank you to our board members (Larry Spencer, Justen Gross, James
Synan) who volunteer countless hours to our community, as well as meet on a monthly basis to
review ARC requests and discuss property business. Also, thank you to the residents who have
volunteered their time to help with various items like pool monitoring, cleanup of the area,
Christmas decorating, and alligator watch. A special thank you to our president Larry Spencer
who volunteered and is re -painting our gazebos at the pool and on Lapham Drive.
As a newly transitioned homeowner board, we had a very tough job trying to acclimate without
the previous president who truly made caring for our community her full-time unpaid job. We
were faced with the challenges that come with a 12-year old aging community. Meeting the
expense requirements to address items beyond day to day operations and grounds maintenance
has proven to be very challenging.
We feel proud to mention the completion of the pool renovation. This project included
resurfacing of the pool interior, a new mechanical system, refinishing of the pool deck, and new
pool furniture. The furniture was not in the original budget. However, after retrieving the old
furniture from storage we realized the bottoms were in bad shape and would scratch the newly
finished pool decking. After discussion with our landscaping company, we determined there was
ample pine straw on the berm, so it would be acceptable to skip that portion of maintenance in
2019. These funds were utilized to replace pool furniture. Additionally, we were able to have the
sidewalks, curb and gutters cleaned on Kingsbridge Road, and before the end of the year we will
have all the curbs throughout the neighborhood power washed. In 2020 are plan is to have all
the streets within Wedgewood community sweep cleaned. We are also heavily addressing how
to sustainably maintain the berm on Lanvale Road. Majority of berm plantings are over 10 years
old and many will require replacement, fixing leaning crepe myrtles that sustained damage
during the storm(s), and ensuring our landscaping visits are increased during the growth season.
The board of directors continues to strive for communication and transparency with our
neighbors thru newsletters, email, Next Door, and a new Facebook page. This page is seen by the
board and along with meeting our neighbors and planning events; this Facebook page is a great
tool to open communication between the residents and the board with concerns and ideas in
our neighborhood. It takes a village!
Wedgewood @ Lanvale

'f
This past year, some maintenance was decreased to ensure the funds to complete the pool were
in`;place. This is not the plan moving forward. As you can also see by our financials, operating
expenses, and building and grounds expenses have increased. There are new projects which we
are will have to start saving for.
Our playground and actual grounds in that location will require major attention. Grounds grading
work will need to be assessed and addressed, as the erosion fixed last year has unfortunately
returned. Much of the equipment is corroded, and areas of the enclosure are rotting;
replacements are inevitable. The goal is to increase our amenities appeal and use for our
residents in the process of taking on these required larger projects.
Moving forward the board of directors is investigating and pursuing capital improvement
projects, including materials and equipment that are not only sustainable, but will also require
minimal annual upkeep, other than cleaning. Projects will be based on feasibility, safety,
neighborhood appeal and resident enjoyment, as well as the community's property value.
We will begin the preliminary process for assessing the site work, development and
reconstruction of the playground and surrounding common area in 2020. This playground
project is at minimum 2-3 years out as we need to acquire funds necessary for its completion.
As we have tried diligently to keep dues as low as possible, overall operating costs and grounds
maintenance costs have increased. To preserve building and grounds, repair and replace as
needed, run our community more efficiently, and financially prepare for necessary future
projects we will be raising assessments $25 per quarter. This will enable the Association to have
more cushion during the year to address additional maintenance expenses as they arise.
At full capacity, we will have 251 homes. Currently, 247 are those homes are active. At this time,
there is two (2) vacant builder lots owned by Liberty Homes located on Lapham Drive. As per
our documents dues for these lots are currently deferred and being accounted for until homes
are built on these lots, at which time Liberty Homes will be responsible for said deferred dues
originating from 2008.
Stephanie Blair
Vice -President
Lanvale Owners Association, Inc
Wedgewood @ Lanvale

ECEIVE
SEP 14 2020 ,.
BY:
STATE OF NORTH CAROLINA
DEPARTMENT OF TIIE SECRETARY OF
STATE
DESIGNATION AND/OR STATEMENT OF CHANGE OF REGISTERED OFFICE,
REGISTERED AGENT NAME OR PRINCIPAL OFFICE
Pursuant to §55D-31, §55-1-22(26), §55A-16-23(b),§5713-1-22(29), of the General Statutes of North Carolina, the
undersigned entity submits the following for the purpose of changing its registered office address, registered agent name, and/or
principal office addresses for the State of North Carolina.
INFORMATION CURRENTLY ON FILE
1. The exact name of the entity as listed on the business registry is: Lanvale Owners Association
Entity Type: Domestic Corporation, OForeign Corporation, 0 Nonprofit Corporation
H Domestic Limited Liability Company, E]Fomign Limited Liability Company
2. (Check only if applicnble)_C3,The registered agent name and/or address is not currently on file with the Secretary of State.
3. (Check only if applicable)=The principal office address is not currently on file with the Secretaryof State.
Registered Agent Information (complete this section if there it a registered agent name and address on file with the Secretary of
Stare)
4. The name of the current registered agent is: Dave Sweyer, Jr.
5. The street address and county of the entity's registered agent office address currently on file is: t
1630 Military Cutoff Road, Suite 108
Number and Strcer. _ rY
City: Wilmington State: f�Zip. 28403 County: New Hanover
The mailing address if di�j°erent from the street address of the registered agent office address currently an file is:
Number and Street or PO Box:
City: State: t& Zip: County: T _
Principal Office Information (complete this section only if there it a principal office on file with the Secretary of State)
6. The street address and county of the entity's principal office address currently on file is:
Number and Street: 1309 Lovingston Lane
City: Wilmington _ _State: NC zip: 28409 County: New Hanover
The mailing address if di ferentfrom the sheet address of the principal office address currently on file is:
Number and Street or PO Box: 1630 Military Cutoff Road, Suite 108
City: Wilmington _State: NC Zip: 2$403 County: 'New Hanover
BUSINESS REGISTRATION DIVISION PO Box 29622 Raleigh, NC 27626-0622
(Revised July, 1017) (Form BE-171

NEW INFORMATION
Registered Agent Information (complete this section if the registered agent name and address is being changed on the business
registry)
L The street address and county of the entity's new registered agent office address is:
Number and Street: 1985 Eastwood Road Ste 202
City: Wilmington state: NC Zip: 28403 County: New Hanover
1. The mailing address if different from the street address of the new registered agent office address is:
Number and Street or PO Boa: PO Box 12051
City: Wilmington State: l�C Zip: 28405 County: New Hanover
3. The name of the new registered agent and the new agent's consent to appoin a
Paul carak Jarrett
Type or Print Nanie o New Registered Agent Signature & Title
4. The address of the entity's registered office and the address of the bu3incV
ffice of its registered agent, as changed, is the
same location.
Principal Office Information (complete this section only if there is a principal ojce onf le with the Secretary of State)
The street address and county of the new principal office address is:
Number and Street: 1985 Eastwood Road Ste 202
City: Wilmington State: NC Zip: 28403 County: New Hanover
6. The mailing address if different from the street address of the new principal office address:
Number and Street or PO Box: PO Box 12051
City: Wilmington _ — !' State: NC Zip. 28405 County: New Hanover
7, This statement will be effective upon filing, unless a date and/or time is specified:
This the3�1 day of ./I ao 20��
Lanvale Owners Association
EntityN me
C
Signa e
Type or Print Name and Rtle
Note: Filing fee u $10.00. This document must be filed with the NC Secretary of State
Instead of signing hers the new registered agent may sign a separate written consent to the appointment, which must be attached to this document
upon submission for filing.
BUSINESS REGISTRATION DIVISION PO Box 29622 Raleigh, NC 27626-0622
(Revised July, 2017) (Form B -17)

PHASE I
No
Deed Restrictions Permit Text Revised Permit Text Appraisal Delta Minimum ARCS -
Address Lot # Section # (With Application (4116/08 & 5/1/08 (3/30/22 & 9/10/25) Card Allowed Added Left
for 4/16/08 Permit) Correttian}
101 Watersfield
103 Watersfield
16S Watersfield
107 Watersfield
109 Watersfield
111 Watersfield
113 Watersfield
115 Watersfield
117 Watersfield
119 Watersfield
Contingency / No Lot 11 7
1
2
3
4
5
6
7
8
9
10
11
1
1
1
1
1
1
1
1
1
1
3,2D0
3,200
3,200
3,200
3,200 w
3,200
3,200
3,200
3,200
3,200
3,200
3,200 3,200
31200 3,200
3,206 3.iD6
T 3,200 3,200
3,20_0 J -� 3,200
T 3,200 - 3,200
3,200• _ 3,200'
3,206 3,200
_3_200 3,200y
3,200 3,200,
3,200 3,200
B2009 P4731-
82008 P474 .
82008 P475:T
82008 P476
B2008 P477
62008 P478'
B2008 P479
B2008 P48_0,
B2008 P481;
B2008 P482,
B2008 P483
2424
2651
2657
2838 _
2486
2677
2614
2670
2880 _
2838
0
_
776
_549
543
362 T
714
523
586
330
320
362
3,200
0
0
0
0_ _
0
0
0 -
0
- 0 -
0
~YO
776
549
543
362
714
523
586
330
320
362
3,200
484
220
- 116 Watersfield �12 16 3,200 3,200 3,200 B2008 P484 2716
264
205 Whitehill Rd.
13
1B
3,2D0
3,200
3,200
B2008 P485
3190
10
0
10
207 Whitehill Rd.
14
1B
3,200
3,200
3,200,
B2008 P486
2_930
_
270
0
270
209 Whitehill Rd.
15
1B
3,200
31200
3,200
B2_008 P487
2830
370
0
370
211 Whitehill Rd.
16
1B
3,200
3,200
3,200
B2009 P488'
2920
280
0
280
213 Whitehill Rd.
17
1B +
3,200
3,200
3,200'
62008 P489
2614
586
0
586
215 Whitehill Rd.
18
1B
3,200
3,200
3,206
82_008 P4_90_
_2860
346
0
340
217 Whitehill Rd.
19
1B
3,200
-_3,200
3,200�
B2008 P491t
2710J
490
0
490
219 Whitehill Rd.
20
1B
3,200
27W
3,200.
92008_ P492
2618
582
0
582
221 Whitehill Rd.
21
1B
3,200
3,200
3,2DOr
B2008 P493
r
273_D
470
0
470
223 Whitehill Rd.
22
18
3,200
3,200`
3,200
82008 P494
2650
~270_0
- -
0
550
225 Whitehill Rd.
23
16
3,200
3,200 -
3,200
B2008 P49S'
500
0
500
227 Whitehill Rd.
24
iB
3,200
3,200
-i 3,200,
B2008 P496
2_83_0
370
0
-
370
229 Whitehill Rd.
25
is
3,200
3,200
3,200r
62008 P497
_2750 -
450
0
450
226 Whitehill Rd.
26
1B
3,200
3,206
3,200
B2008 P498
2670
5_30
112
418
224 Whitehili Rd.
27
1B
3,200
3,200
3,200_
B2008 P499
2477
723
0
723
222 Whitehill Rd.
28
1B
3,200
3,2D0
3,200
B2008 P500
2838
362
0
362
220 Whitehill Rd.
29
_ 1B
3,200
3,200
31200
B2008 P501
2850
-
350
0
350
218 Whitehill Rd.
30
1B
31200
3,200
3,200'
B2008 P502;
2710
490
0
490
216 Whitehill Rd.
31
1B
3,200
3,200
3,2-00
62008 P503�_2648
_
352 �-
0
352
212 Whitehill Rd.
32
_-
16
-
3,200
x
3,2D0
B2008 P504,
2557
643
0_
643
208 Whitehill Rd.
33
1B
3,200
_3,204
- 3,200
3,200'
_
B2008 P505
2670
_
530
�3
0 _
530
114 Watersfield
34 ,
1B
3,200
3,200
3,200
82008 P506
2B70
D
330
112 Watersfield
35
18
3,200
3,200
3,200
B2008 P507
2750
.
4S0
0
450
110 Watersfield
36
1B
3,200
3,200
3,200,
B2008 P508
2638
362
0
362
109 Watersfield
37
SB
3,200
3,200
r
3,200
82008 P509 `
2870
330
0
330
106 Watersfield
38
1B
3,200
3,hCi
3,200'
B2008 P510 -
2870
330
0
330
104 Watersfield
39
SB
3,200
3,200
3,200,
82008 P511
2870
330
0
330
102 Watersfield
40
1B
3,200
3,200
3,RO'
82D08 P51Y.
3110
9_0 -
200
-110
102 Woodford
41
1
3,200
' 3,200
3,200'
82008 P513.
2908
292
0
292
tuilds
of 7,550 SF
tD# 047AE019

104 Woodford
42
1
106 Woodford
43
1
110 Woodford
44
1
112 Woodford
45
1
114 Woodford
46
- 1
116 Woodford
47
1
118 Woodford
48
1
124 Woodford
49
1
126 Woodford
50
1
130 Woodford
51
1
102 Grasmere Ct.
52
1
104 Grasmere Ct.
53
1 4
106 Grasmere Ct,
54
1
108 Grasmere Ct.
55
1
110 Grasmere Ct.
56
1
3,200
3,200
3,200
KOM P514
2616
584
0
31200
3,200
3,200
B2008 P515
3005
195
0
3,200
3,200
3,200
62008 P516
1824
1,376
663
31200
3,200
3,200
B2008 P517
3949
-649
0
3,200
3 200 -
- 3,200
B2O08 P518
2940
26 0
6
3,200
3,200
3,2001
82008 P519
_
2503
697
0
3,200
3,200
3,200
B2008 P520
2940
260
0
3,200
3,200
3,200'
B2008 P521
3036
164
0
3,200
3,200
3,200
B2008 P522.
2940
260
0
3,200
31200
3,260_
B-2008 P523
28_70
33_0
0
3,200
3,200
3,200
82008 P524
2940
260
0
3,200
-
3,200
a 3,200
B2O08 P525
2470
730 -
0
-
3,200
3,200
3,200
B2008 P526
2913
287 -
0 -
3,200 -
3,200
3,200
B_2008 P527 •
2870
330
+ 0
3,200
- - 31200
3,200
B2008 P528
2870
330 -
0
112 Grasmere Ct.
57
1
3,200
3,200
3,200
B2008 P529
3040
160
115 Grasmere Ct.
58
1
3,200
3,200
3,200,
B2008 P530
3070
130'
113 Grasmere Ct.
59
1
3,200
3,200
3,200;
B2O08 P531,
2_930
Y27O
111 Grasmere Ct.
60
1
3,206
3,200
3,260{
B2008 P532'
-2940
260
105 Grasmere Ct.
61
1
3,200
3,200
3,200
82008 P533
2940
_ 260
143 Woodford Rd.
62
1
3,200
3,200
3,200
B2008 P534'
2983
217
141 Woodford Rd.
63
1
3,200
3,260
3,260'
B2008 P535*
2893
307
139 Woodford Rd.
64
1
3,200
3,200
3,2Q0
B2008 P536
2940
260
137 Woodford Rd.
65
1
3,200
3,200
3,200�
B2_008 P537
2817
383
135 Woodford Rd.
66
1
3,200
3,200 - ,
3,2004
62p08 P538,
3096
104
133 Woodford Rd,
67
1
3,200 µ
u 3,200
3,200,
62008 PS39'
2913
287
131 Woodford Rd.
69
1
3,200
3,206
3,200'
B2008 P540.
2678
522
129 Woodford Rd.
69
1
-
3,206
3,200
3,200
B2608 P541,
2937_
_
263
127 Woodford Rd.
70
1
3,200
3,200 I
3,200#
B2008 P542;
3250
-50
125 Woodford Rd.
71
1
_
3,200
3,200 r
3,200,
B2008 P543
2678
522
119 Woodford Rd.
72
1
3,200
31206
3,200
B2008 P544
28_70
330
117 Woodford Rd.
73
2
3,206 _
3,200
3,200
B2008 P545,
2444
756
115 Woodford Rd.
74
1
3,200
3,200
3,200
B2008 P546,
2528
672
-
113 Woodford Rd.
75
1
3,200
3,200
3,200,
B2008 P547
2265
935
111 Woodford Rd.
76
1
3,200
3,200
3,200 B2008 P548
2694
_
506
109 Woodford Rd. 77 1 3,200 3,200 3,200 82008 P549 2592 4 608
107 Woodford Rd. 7B 1 3,200 3,200 3,200' B2008 P550 2913 _ 287
105 Woodford Rd. 79 1 3,200 3,200 3,200 82008 P551 2,964 236
103 Woodford Rd. 80 ` 1 3,200 3,200 ; 3,200 B2008 P5521 2,890 310
101 Woodford M. 81 1 3,200 3,200 ; 3,200 82008 P553 2913 287
0
0
120
0
0 --
0
0
0
0
0
_ 0 _
0
q
0..
0
0
0
0
0
511
0
0
0
584
195
713
-649
260
697
260
164
260
330
260
730
287
330
330
160
130
150
260
260
217
307
260
383
104
287
522
263
-50
522
330
756
672
935
506
608
-224
236
310
287
vay not on
isal card (663)
lass sunroom in 2017 -
eveloper approved - no
Project Completed
W/Out ARC - Will
Remove if required by
State Storm Water
Permit

123 Watersfield
82
lC
3,200
3,200_
w 3,200 B200$ P554
2546_-
654
0
654
125 Watersfield
83
1C
3,260
3,200
T 0 B2008 3,20P555
2460_
_ _
74_0
_
0
740
127 Watersfield
84
1C
3,200
3,2_00
3,200 B2008 P556
2672
526_
_
0
528
129 Watersfield
85
1C
3,200 -
3,200
T -3,200 B2008 P557 r
1985
1,215
_
0
1215
131 Watersfield
86
1C
3,200
31200
3,256 82008 P559
2502
_
698
0
698
133 Watersfield
97
1C
3,200
3,200
3,200 B2008 P559
2579
621
0
621
135 Watersfield
88
1C
3,200
3,200
31200' 62008 P560,
2772
_
428
0
428
137 Watersfield
99
1C
3,200
3,200
3,200 82008 P561
L--
2449
751
751
139 Watersfield
90
1C
3,200
3,200
+- -
3,200' B2008 P562 •
_
2358
_
842
_0
0
842
101 Tillington Ct,
91
1C
3,200
3,200
3,200�_ 82008 P563
2699 -
501
_
0
501
103 Tillington Ct.
92
1C
- Y
3,200
3,200
-4
�3,200�B2006 P564
-___ -
2868
--------
332
0
332
105 Tillington Ct.
93
1C
31200
3,200
3,200, B2008 P565
2209
991
0
991
107 Tillington Ct.
94
1C
3,200
3,200
! 3,200 B2008 P566'
2522
678
0
678
106 Tillington Ct.
95
1C
3,200
3,200
3,200 B2008 P567
3020
- _
180_
0
180
104 Tillington Ct.
96
1C
3,200
3,2D0
T 3,200' 132008 P568
2648
_ 552
0
552
102 Tillington Ct.
97 T
1C
3,2D0
3,200
T 3,200 62008 P569.
2508
- 692
0
692
147 Watersfield
98
1C
3_,2D0
3,2D0
3,200' B2008 P570.
2329
an
0
871
149 Watersfield
99
lC
1200
3,20-0
3,200, B2009 P571
2627
573
0
573
148 Watersfield
100
1C
3,200
3,200
3,200 B2008 P572
2886
314
0
314
146 Watersfield
101
1C
3,2D0
3,260
3,200 B2008 P573{
2916
284
0
284
140 Watersfield
102
1C
31200
3,200
3,200 B2008 P574
2630
�570
160
410
138 Watersfield
103
1C
3,200
3,200
3,200B2008 P575 `
3084
0
116
136 Watersfield
104
1C -
3,200
3,0
20
3,2V B2008 P576'
30 06
_ _116
194
0
194
134 Watersfield
105
1C
3,200
3,200
20 P577 r
3162
38
0
38
132 Watersfield
106
1C
3,200
3,2_00
_3,0TB2008
- 3,20 B00 28 P8� 2319
881
_
0
881
130 Watersfield
107
1C
3,200
3,200
_57
J 3,200 B2008 P579
2862
338
0
338
128 Watersfield
108
1C
3,200
3,200
3,200 B2008 P580
2211
989
0
989
otal:
345,600
345,600
345,600
295282
50,318
1986
48,332
PHASE II
Notarized Deed Restrictions Permit Text Revised Permit Text Appraisal Delta Minimum
Address Lot q Section # {With Application (4116/08 8� 5/1/08 (3/30/12 & 9/10/15j Card Allowed ARCS Added Left
for 4/16/09 Permit) I Correction)
1137 Slater Way
1133 Slater Way
1129 Slater Way
1121 Slater Way
1117 Slater Way
1113 Slater Way
1109 Slater Way
1105 Slater Way
1097 Slater Way
1092 Slater Way
1089 Slater Way
1
2
3,150
3,150
3,150
B2742 P0364
3,002
2,990
1,792
2,057
2,120
2,936
2,700
2,875
1,650
2,379
3,679
148.00
160.00
1,359.00
1,093.00
1,030.00
214.00
450.00
275.00
1,500.00
771.00
-529.00
0
0
0
0
0
0
0
0
0
0
0
148,00
160,00
1,358.00
1,093.00
1,030.00
214.00
450.00
275.00
1,500.00
771.00
-529.00
2
2
3,150
3,156
3,150
B2742 P0364
3
2
3,150
3,150
3,150
32742 P0364
4
2
3,150
3,150
3,150
82742 P0364
5
2
3,150
3,150
3,150
62742 P0364
6
2
3,150
3,150
3,150
B2742 P0364
7
2
3,150
3,150
3,150
B2742 P0364
8
2
3,150
3,150
3,150
82742 P0364
9
2
3,150
3,150
3,150
82742 P0364
10
2
3,150
3,150
3,150
B2742 P0364
11
2
3,150
3,150
3,150
B2742 P0364

1085 Slater Way
1081 Slater Way
1077 Slater Way
1073 Slater Way
1065 Slater Way
126 Watersfield Road
1061 Slater Way
1057 Slater Way
1053 Slater Way
1049 Slater Way
1045 Slater Way
1041 Slater Way
1037 Slater Way
1033 Slater Way
164 Watersfield
160 Watersfield
156 Watersfield
153 Watersfield
157 Watersfield
161 Watersfield
165 Watersfield
169 Watersfield
1005 Slater Way
1001 Slater Way
1000 Slater Way
1004 Slater Way
1008 Slater Way
1012 Slater Way
1020Slater Way
1024 Slater Way
1028 Slater Way
1032 Slater Way
1040 Slater Way
1044 Slater Way
1048 Slater Way
1052 Slater Way
1056 Slater Way
1064 Slater Way
1072 Slater Way
1076 Slater Way
2008 Lapham Dr.
2016 Lapham Dr,
2020 Lapham Dr.
12
2
3,150
3,150
3,150
82742 P0364
13
2
3,150
3,150
3,150
B2742 P0364
14
3
3,150
3,1S0
3,150
82742 P0364
15
3
2,950
2,950
2,950
82742 P0364
16
3
2,950
2,950
2,950
B2742 P0364
17
2,950
2,950
2,950
B2742 P0364
18
3
2,950
2,9S0
2,950
82802 P1039
19
3
2,950
2,950
2,950
B2802 P1039
20
3
2,950
2,950
2,950
B2802 P1039
11
3
2,950
2,950
2,950
B2802 P1039
22
3
2,950
2,950
2,950
B2802 P1039
23
3
2,950
2,950
2,950
B2802 P1039
24
3
2,950
2,950
2,950
82802 P1039
25
3
2,950
2,950
2,950
B2802 P1039
26
3
2,950
2,950
2,950
B2802 P1039
27
3
2,950
2,950
2,950
B2802 P1039
28
3
2,950
2,95D
2,950
B2802 P1039
29
3
2,950
2,950
2,950
B2802 P1039
30
3
2,950
2,950
2,950
B2802 P1039
31
3
2,950
2,950
2,950
B2802 P1039
32
3
2,950
2,950
2,950
B2802 P1039
33
3
2,950
2,9S0
2,950
B2802 P1039
34
3
2,950
2,950
2,950
B2802 P1039
35
3
2,950
2,950
2,950
92802 P1039
36
3
2,950
2,950
2,950
B2802 P1039
37
3
2,950
2,950
2,950
B2802 P1039
38
3
2,950
2,950
2,950
B2802 P1039
39
3
2,950
2,950
2,950
B2802 P1039
40
3
2,950
2,950
2,950
B2802 P1039
41
3
2,950
2,950
2,950
B2802 P1039
42
3
2,950
2,950
2,950
82802 P1039
43
3
2,950
2,950
2,950
B2802 P1039
44
3 1
2,950
2,950
2,950
B2802 P1039
45
3
2,950
2,950
2,950
B2802 P1039
46
3
2,950
2,950
2,950
B2802 P1039
47
3
2,950
2,950
2,950
B2802 P1039
48
3
2,950
2,950
2,950
82742 P0364
49
3
2,950
2,950
2,950
B2742 P0364
50
3
2,950
2,950
2,950
82742 P0364
51
3
3,150
3,150
3,150
B2742 P0364
S2
2
3,150
3,150
3,150
B2742 P0364
53
2
3,150
3,150
3,150
82742 P0364
S4
2
3,150
3,150
3,150
82742 P0364
2,224
926.00
204
722.00
2,494
656.00
0
656
2,776
374.00
0
374
2,928
22.00
0
22
2,316
634.00
0
634
0
2,950.00
0
2950
1,928
1,022,00
0
1022
2,190
760.00
0
760
2,796
154.00
0
154
2,334
616.00
0
616
2,856
84.00
0
84
1,650
1,300.00
0
1300
2,360
590.00
0
590
2,788
162.00
0
162
2,807
143.00
0
143
2,090
860.00
0
860
2,762
189.00
0
188
3,032
-82.00
0
-82
2,689
261.00
0
261
2,585
365.00
0
365
3,046
-96.00
0
-96
3,009
-59.00
0
-59
2,967
-17.00
0
-17.00
2,967
-17.00
0
-17.00
3,024
-74.00
0
-74.00
2,967
-17.00
0
-17.00
2,482
468.00
0
468.00
2,723
227.00
0
227.00
2,967
-17.00
-17.00
3,536
-586.00
-586.00
2,776
174.00
0
174.00
2,941
9.D0
0
9.00
2,568
382.00
0
382M
2,060
890.00
0
890.00
2,805
145.00
0
145.00
2,591
359.00
0
359,00
2,616
334.00
0
334.00
2,568
382.00
0
382.00
2,810
140.00
0
140.00
2,368
782.00
0
782,00
2,870
280.00
0
280.00
2,174
976.00
0
976.00
2,606
544.00
0
544.00
Lot as of 2020
unroom in 2017 -
eveloper approved - no
etails on file
Patio in 2017 -
developer approved - no
unroom in 2016 -
eveloper approved - no
etails

2024 Lapham Dr.
2028 Lapham Dr.
2032 Lapham Dr.
2036 Lapham Dr.
2040 Lapham Dr.
2044 Lapham Dr.
2048 Lapham Dr.
2052 Lapham Dr.
2056 Lapham Dr.
2060 Lapham Dr.
2064 Lapham Dr.
2068 Lapham Dr,
2072 Lapham Dr.
2076 Lapham Dr.
2090 Lapham Dr.
2084 Lapham Dr.
2093 Lapham Dr.
2096 Lapham Dr.
2100 Lapham Dr.
2104 Lapham Dr.
2108 Lapham Dr.
2112 Lapham Dr.
2116 Lapham Dr.
2120 Lapham Dr.
2124 Lapham Dr.
2128 Lapham Dr.
2132 Lapham Dr.
1217 Stater Way
1220 Slater Way
1221 Slater Way
1217 Slater Way
1213 Slater Way
1209 Slater Way
1205 Slater Way
1201 Slater Way
1197 Slater Way
1193 Slater Way
1189 Slater Way
1181 Slater Way
1177 Slater Way
1173 Slater Way
1169 Slater Way
55
2
3,150
3,150
3,150
B2742 P0364
56
2
3,150
3,150
3,150
B2742 P0364
57
2
3,150
3,150
3,150
B2742 P0364
58
2
3,150
3,150
3,150
82742 P0364
59
2
3,150
3,150
3,150
82742 P0364
60
2
3,150
3,150
3,150
82742 P0364
61
2
3,150
3,150
3,150
B2742 P0364
62
2
3,150
3,150
3,150
82742 P0364
63
2
3,150
3,150
3,150
B2742 P0364
64
2
3,150
3,150
3,150
82742 P0364
65
2
3,150
3,150
3,150
82742 P0364
66
2
3,150
3,150
3,150
B2742 P0364
67
2
3,150
3,150
3,150
B2742 P0364
68
2
3,150
3,150
3,150
82742 P0364
69
2
3,150
3,150
3,150
B2742 P0364
70
2
3,150
3,150
3,150
82742 P0364
71
1
3,475
3,475
3,475
B2742 P0364
72
1
3,223
3,223
3,223
82742 P0364
73
1
3,475
3,475
3,475
82742 P0364
74
1
3,223
3,223
3,223
82742 P0364
75
1
3,475
3,475
3,475
B2742 P0364
76
1
3,223
3,223
3,223
82742 P0364
77
1
3,475
3,475
3,475
82742 P0364
78
1
3,223
3,223
3,223
82742 P0364
79
1
3,475
3,475
3,475
B2742 P0364
80
1
3,223
3,223
3,223
82742 P0364
81
1
3,475
3,475
3,475
82742 P0364
82
1
3,223
3,223
3,223
82742 P0364
83
1
3,475
3,475
3,475
82742 P0364
84
1
3,223
3,223
3,223
B2742 P0364
85
1
3,475
3,475
3,475
B2742 P0364
86
1
3,223
3,223
3,223
82742 P0364
87
1
3,47S
3,475
3,475
B2742 P0364
88
1
3,223
3,223
3,223
B2742 P0364
89
1
3,475
3,475
3,475
B2742 P0364
90
1
3,223
3,223
3,223
1 B2742 P0364
91
1
3,475
3,475
3,475
82742 P0364
92
1
3,223
3,223
3,223
82742 P0364
93
1
3,475
3,475
3,475
82742 P0364
94
1
3,223
3,223
3,223
82742 P0364
95
1
3,475
3,475
3,475
B2742 P0364
96
1 1
3,223
3,223
3,223
82742 P0364
2,254
2,497
3,316
2.368
3,137
3,309
2,130
2,015
3,182
2,422
2,746
2,836
2,591
3,087
2,030
3,164
2,846
3,274
3,454
2,829
3,625
3,336
3,475
3,092
3,025
3,316
3,652
3,480
3,577
3,485
3,480
3,335
3,200
3,242
3,334
3,020
3,489
2,995
3,532
3,784
3,635
2,922
896.DO
653.00
-166.00
782.00
13.00
-159.00
1,020.00
1,135.00
-32.00
728.00
404.00
314.00
559.00
63.00
1,120.00
-14.00
629.00
-51,00
21.00
394.00
-150.00
-113.00
0.00
131,00
450.00
-93.00
-177.00
-257.00
-102.00
-262.00
-5.00
-112.00
275.00
-19.00
141,00
203,00
-14.00
228,00
-57.00
-561.00
-160.00
30i.00
0
0
0
0
0
0
0
0
0
0
0
0
80
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
625
0
0
0
0
0
896.00
653.00
-166.00
782.00
13.00
-159.00
1,020.00
1,135.00
-32.00
728.00
404.00
314.00
479.00
63,00
1,120.00
-14.00
629.00
-51.00
21.00
394.00
-150.00
-113.00
().DO
131.00
450.00
-93.00
-177.00
-257.00
-102.00
-262.00
-5.00
-112.00
275.00
-19.00
141.00
203.00
2017 Shed - developer
approved - no details on
File.
Driveway not included
on appraisal card (625)
2018 ARCS for
patio/pergala, and
-639.00
shed... no details on file?
228.00
-57.00
-561.00
-160.00
301.00

1165 Slater Way
1161 Slater Way
1157 Slater Way
1149 Slater Way
1140 Slater Way
1136 Slater Way
1128 Slater Way
1124 Slater Way
1120 Slater Way
1116 Slater Way
1112 Slater Way
1108 Slater Way
1104 Slater Way
1100 Slater Way
1092 Slater Way
2005 Lapham Dr.
2009 Lapham Dr,
2013 Lapham Dr.
2017 Lapham Dr.
2025 Lapham Dr.
2029 Lapham Dr.
2033 Lapham Dr.
2045 Lapham Dr.
2049 Lapham Dr.
2053 Lapham Dr.
2057 Lapham Dr.
2061 Lapham Dr.
2065 Lapham Dr.
2073 Lapham Dr.
2077 Lapham Dr.
2081 Lapham Dr.
2095 Lapham Dr.
2093 Lapham Dr.
2097 Lapham Dr,
2101 Lapham Dr.
2105 Lapham Dr.
2113 Lapham Dr.
2117 Lapham Dr.
1204 Slater Way
1200 Slater Way
1196 Slater Way
1192 Slater Way
1188 Slater Way
1172 Slater Way
1168 Slater Way
1164 Slater Way
1160 Slater Way
97
1
3,475
3,475
3,475
B2742 P0364
98
1
3,223
3,223
3,223
B2742 P0364
99
1
3,300
3,300
3,300
B2742 P0364
100
1
3,223
3,223
3,223
B2742 P0364
101
2
3,150
3,150
3,150
B2742 P0364
102
2
3,150
3,150
3,150
82742 P0364
103
2
3,150
3,150
3,150
82742 P0364
104
2
3,150
3,150
3,150
82742 P0364
105
2
3,150
3,150
3,150
82742 P0364
106
2
3,150
3,150
3,150
B2742 P0364
107
2
3,150
3,150
3,150
B2742 P0364
108
2
3,150
3,150
3,150
B2742 P0364
109
2
3,150
3,150
3,150
82742 P0364
110
2
3,150
3,150
3,150
82742 P0364
111
2
3,150
3,150
3,150
B2742 P0364
112
2
3,150
3,150
3,1S0
B2742 P0364
113
2
3,150
3,150
3,150
B2742 P0364
114
2
3,150
3,150
3,150
B2742 P0364
115
2
3,150
3,150
3,150
82742 P0364
116
2
3,150
3,150
3,150
B2742 P0364
117
2
3,150
3,150
3,150
82742 P0364
118
2
3,150
3,150
3,150
B2742 P0364
119
2
3,150
3,150
3,150
82742 P0364
1Z0
2
3,150
3,150
3,150
82742 P0364
121
2
3,150
3,150
3,150
82742 P0364
12I
2
3,150
3,150
3,150
B2742 P0364
129
2
3,150
3,150
3,150
B2742 PO364
124
2
3,150
3,150
3,150
B2742 P0364
125
2
3,150
3,150
3,150
82742 P0364
126
2
3,150
3,150
3,150
82742 P0364
1Z7
2
3,15D
3,150
3,150
82742 PD364
128
2
3,150
3,150
3,150
82742 P0364
1Z9
1
3,475
3,475
3,475
B2742 P0364
130
1
3,223
3,223
3,223
B2742 P0364
131
1
3,475
3,47S
3,475
62742 P0364
132
1
3,223
3,223
3,223
82742 P0364
133
1
3,475
3,475
3,475
82742 P0364
134
1
3,223
3,223
3,223
82742 PD364
135
1
3,475
3,475
3,475
B2742 P0364
136
1
3,223
3,223
3,223
B2742 P0364
137
1
3,475
3,475
3,475
B2742 P0364
138
1
3,224
3,224
3,224
82742 P0364
139
1
3,475
3,475
3,475
82742 P0364
140
1
3,223
3,223
3,223
B2742 P0364
141
1
3,475
3,475
3,475
82742 P0364
142
1
3,223
3,223
3,223
82742 P0364
143
1
3,475
3,475
3,475
B2742 P03b4
3,595
-120.00
0
-120.00
3,135
88.00
0
88.00
3,163
137.00
0
137.00
3,385
-162.00
0
-162.00
2,990
160.00
0
160.00
2,101
1,049.00
0
1,049.00
2,156
994.00
640
354,00
2,70S
445.00
0
445.00
2,841
3119.00
0
309.00
2,100
1,050.00
0
1,050.00
2,271
879,00
0
879.00
2,278
872.00
0
872,00
2,260
890.00
0
890.00
2,702
448.00
0
448.00
2,379
771.00
0
771.00
1,860
1,290.00
0
1,290.00
1,878
1,272.00
0
1,272.00
1,878
1,272.00
0
1,272.00
1,820
1,330.00
502
828.00
1,878
1,272.00
280
992.00
2,280
870.00
0
870.00
2,250
900.00
560
340.00
2,884
266.00
0
266.00
2,686
464.00
0
464.00
3,694
-544.00
0
-544.00
2,956
194.00
0
194.00
3,010
140.00
0
140.00
2,192
958.00
0
958.00
2,617
533.00
0
533.00
2,783
367.00
0
367.00
2,130
1,020.00
0
1,020.00
2,847
303.00
0
303.00
2,846
629.00
0
629.00
2,890
333.00
0
333.00
0
3,475.00
0
3,475.00
3,748
-525.00
0
-525.00
0
3,475.00
0
3,475.00
2,588
635.00
0
635.00
3,532
-57.00
0
-57.00
3,240
-17.00
0
-17.00
3,672
-197.00
0
-197,00
3,026
198.00
0
198.00
2,622
853.00
0
853.00
3,488
-265.00
0
-265.00
3,430
45.00
0
45.00
2,783
440.00
0
440.00
3,813
-338.00
0
-338.00
not include
may {560j
Land
Land

1156 Slater Way
1148 Slater Wav
1
3,223 3,223 3,223
3,420 3,420 3,420
458,800 458,800 458,800
3,171
3,473 I 52.00
53.00 52.00 I 0 I 53.00
398,780 60,020.00 2891 57,129.00

Wedgewood
Stormwater Permit No. SW8 031055MOD
Brunswick County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 031055MOD
Page 1 of 2
I, a &Ir-et cef as a duly registered Pro ssr'd in
the State of North Carolina, having been authorized to obsery (periodicail eekiy/full
time) the construction of the project,
L n
(Project)
for — [A/08 0-e✓e(cr�e,l� LLG (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:
SEAL
Signature p
Registration Num r ,!titi��su�s�srgi�Ar It,
Date _ T _ o k, _ - y:�00 es �
r
SEAT.
0305B9 a;
Page 8 of 9

m
State Stormwater Management Systems
Permit No. SWS 031055MOD
Certification Requirements: Page 2 of 2
f
__Z1. The drainage area to the system contains approximately the permitted
acreage.
A. 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.
f 13. All required design depths are provided.
J14, 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
t't11111lif 1l�r
CAn0'''.,,
a' 0
SE L
Q305$9 �:
s
6l ��
Page 9 of 9