SW8040426_Current Permit_20040722

A'
NCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross. Jr., Secretary
July 22, 2004
Alan W. Klimek, P.E., Director
Mr. B. Leon Skinner, Vice President
Coastal Carolina Developers, Inc.
2905 Market Street
Wilmington, NC 28403
Subject: Stormwater Permit No. SW8 040426
Courtney Pines Phase III
Low Density Subdivision with a Curb Outlet System
New Hanover County
Dear Mr. Skinner:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Courtney Pines Phase III on July 8, 2004. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit
No. SW8 040426, dated July 22, 2004, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein, and does not supercede any other
agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless
such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either Linda Lewis or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1040426.ju104
cc: Chris Glover, PLS, Arnold W. Carson, PLS, PC
Tony Roberts, New Hanover County Inspections
NCDOT District Engineer
Beth E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington., North Carolina 28405 �TQD�lhe, t,
Phone: [phone] / FAX [phone] / Internet:.h2o,enr,state.nc.us 1� ob Carolina
An Equal Opportunity/Affirmative Action Employer —50% Recycled/10% Post Consumer Paper Ala&i1i4

State Stormwater Management Systems
Permit No. SW8 040426
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH A CURB OUTLET SYSTEM
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
B. Leon Skinner, Coastal Carolina Developers, Inc.
Courtney Pines Phase 111
New Hanover County
FOR THE
construction, operation and maintenance of a 30% low density subdivision with a curb
outlet system in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1.. The project is permitted for 152 lots, each limited to a maximum of 3,500 square
feet of built -upon area, as defined by the stormwater rules, and as indicated in
the approved plans.
2. The overall tract built -upon area percentage for the 840 acre Coastal Carolina
Developers Tract must be maintained at 30%, per the requirements of Section
.1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or
1 00'vegetated area shown on the approved plan must be maintained at a
minimum of 100' long, maintain 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5 /a, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated cover, and be located in either
a dedicated common area or a recorded drainage easement.
4. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to
provide access to lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must De vegetated with side slopes no steeper than 3:1 (H:V).
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 040426
II. SCHEDULE OF COMPLIANCE
1. Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built -upon surface, per the approved plans
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mbwing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name Change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
8. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
9. Each lot in the subdivision covered by this permit will maintain a minimum 30 foot
wide vegetative buffer between all impervious areas and surface waters.
10. All roof drains must terminate at least 30' from the Mean High Water mark.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 040426
11. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
12. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 040426, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is 3,500 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,
driveways, and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools:
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
swales, etc.) associated with the development except for average
driveway crossings, is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain
5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner, maintain
a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement.
13. 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.
14. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
15. Prior to transfer of ownership, the swales must be inspected and determined to
be in compliance with the permit. Any deficiencies will be repaired or replaced
prior to the transfer.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 040426
16. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
III. GENERAL_ CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit transfer request must be
submitted to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permittee is responsible for compliance with
all the terms and conditions of this permit until the Division approves the permit
transfer.
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal) which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be submitted.
7. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of. inspecting the stormwater control system and
it's components.
8. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days.
Permit issued this the 22Id day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
--------�k------------
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5of5

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
c;117
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
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
COASTAL CAROLINA DEVELOPERS, INC.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
B. LEON SKINNER, VICE PRESIDENT
3. Mailing Address for person listed in item 2 above:
2905 MARKET STREET
City: WILMINGTON State: NC Zip: 28403
Telephone Number: ( 910 ) 762-8316
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
COURTNEY PINES, PHASE III
5. Location of Project (street address):
7400 BLOCK OF WALKING HORSE COURT
City: WIUUNGTON County: NEW HANOVER
6. Directions to project (from nearest major intersection):
From the entrance to Courtney Pines Subdivision on Courtney Pines Rd continue to Maple Ridge Rd & turn
left. Continue to Walking Horse Ct. and turn right into the project.
7. Latitude: 34°1713" Longitude: 77°49'39" of project
8. Contact person who can answer questions about the project:
Name: Chris Glover, PLS Telephone Number: ( 910 ) 772-9113
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1$77-623-6748.
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 .
Stormwater will be treated in 5:1 grassed swales in excess of 1W from the curb outlet structure. Stormwater
will then enter the existing perimeter ditch system.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 55.64 ages
5. How many drainage areas does the project have? 1
4. Project Built Upon Area: 32.12 %
6. 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.
OVERALL SITE
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
South Creek
Smith Creels
Receiving Stream Class
CSW
C-SW
Drainage Area
55.64
840
Existing Impervious* Area
211.436
Proposed Impervious*Area
17.873 AC
252
% Impervious* Area (total)
32.12%
30%
ST::::,
,,, NN-1 N-1
- -,
___ N", , ,
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
(152) (3,5W) = 532,000 SF
148.044
On -site Streets
241,038 SF
63.116
On -site Parking
included in buildings
included in buildings
On -site Sidewalks
5,528 SF
Included in buildings
Other on -site
N/A
0.276
Off -site
N/A
N/a
Total: 778,566 SF =17.873
Total• 211.436
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 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.
7. How was the off -site impervious area listed above derived? N/
IV. ,DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized 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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than 3,500 square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the 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 SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SW-101 Version 3.99 Page 3 of 4

'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 Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BUT -r
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management C.(�
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
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): Arnold W. Carson, PLS, PC
Mailing Address: 406 North Third Street
City: Wilmington State: NC Zip: 28401
Phone: ( 910 ) 772-9113 Fax: ( 910 ) 772-9128
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) B. Leon Skinner
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 2H .1000.
Signature: A. U ✓ T , Date: �s 6
Form SWLT-101 Version 3.99 page 4 of 4

Permit No. 5Wi3 d 1Fo 4 a, b
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
I. PROJECT INFORMATION
Project Name: COURTNEY PINES, PHASE III
Contact Person: CHRIS GLOVER, PLS Phone Number: ( 910 ) 772-9113
Curb outlets to (check one): X Swale 0 Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
Z c . a. Curb outlets direct flow to a Swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
c. Flow velocity is non -erosive for peak flow from the 10-year storm event.
Cll , d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
C e. Side slopes of the Swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
Cam; f. Length of swale or vegetated area is > 100 feet.
g. The system takes into account the rear. -off at ulti.uate bailt-oat potential ftom all surfaces
draining to the system (delineate drainage area for each swale).
h. Swales are located in recorded drainage easements.
(Lr i. Grass type(s) for permanent vegetative cover specified on detail.
J. Swale detail provided on plans.
Form SWU-105 Ver 3.99 Page 1 of 3

IIL DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State of
North Carolina Erosion and Sediment Control Planning and Design Manual.
Table 1. Swale Design Information
Swale No.
Drainage
Area ac
Impervious
Area ac
Grassed
Area (ac)
C
Q
(cfs
V.U..
s)
Va,Wt
(fpsj
Flow
Depth ft
1
1.21
0.51
0.70
0.52
4.28
5.0
1.19
0.56
2
0.80
0.25
0.55
0.43
2.34
5.0.
1.01
0.44
3
0.95
0.40
0.55
0.52
3.36
5.0
1.12
0.53
4
0.66
0.26
0.40
0.50
2.24
5.0
1.00
0.43
5
0.87
0.38
0.49
0.53
3.14
5.0
1.10
0.51
6
1.21
0.45
0.76
0.48
3.95
5.0
1.17
0.58
7
1.13
0.44
0.69
0.49
3.77
5.0
1.15
0.56
8
0.72
0.31
0.41
0.52
2.55
5.0
1.03
0.46
9
0.87
0.41
0.46
0.55
3.25
5.0
1.11
0.52
10
1.07
0.40
0.67
0.48
3.49
5.0
1.13
0.54
11
0.70
0.29
0.41
0.51
2.43
5.0
1.02
0.45
12
0.77
0.32
0.45
0.51
2.67
5.0
1.05
0.47
13
1.59
0.62
0.97
0.49
5.30
5.0
1.26
0.66
14
1.22
0.49
0.73
0.50
4.15
5.0
1.18
0.59
15
1.07
0.41
0.66
0.49
3.57
5.0
1.13
0.55
16
0.70
0.28
0.42
0.50
2.38
5.0
1.01
0.45
17
0.81
0.40
0.41
0.57
3.14
5.0
1.10
0.51
18
0.91
0.41
0.50
0.54
3.34
5.0
1.11
0.53
19
0.68
0.28
0.40
0.51
2.36
5.0
1.01
0.45
20
1.54
0.67
0.87
0.53
5.55
5.0
1.28
0.68
22
1.98
0.77
1.21
0.49
6.60
5.0
1.34
0.74
24
2.53
1.02
1.51
0.50
8.60
5.0
1.43
0.84
26
1.43
0.59
0.84
0.51
4.96
5.0
1.24
0.64
28
0.60
0.21
0.39
0.46
1.88
5.0
0.95
0.40
29
1.21
0.49
0.72
0.50
4.11
5.0
1.18
0.59
30
0.75
0.27
0.48
0.47
2.40
5.0
1.02
0.45
31
0.81
0.28
0.53
0.46
2.53
1 5.0
1.03
0.46
32
1 1.20 1
0.41
0.79
1 0.46
1 3.75
1 5.0
1 1.15
0.56
Form SWU-105 Ver 3.99 Page 2 of 3

III. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up;
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: B. LEON SKINNER, VICE-PRESIDENT
Address: 2905 MARKET STREET, WILMINGTON, NC 28403
Phone:
!�(/200 4
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, L-i & ne'5 a Notary Public for the State of �e /� ,[� , County of
{� �`tt21'ld�i�.✓ , do hereby certify that 18 - Le,,,ar% Gk(14r% Ar personally appeared before me this 15-t4i
day of A 4pri Tom , and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
4 M.
t�pTAp)P
A ? My commission expires (a -A007
o.-m SWU-i05 Ver 3.99 Page 3 of 3

Permit No. AU06'/0 qao
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORM -WATER M.AN A OEMME NT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: COURTNEY PINES, PHASE III
Contact Person: CHRIS GLOVER, PLS Phone Number: ( 910 ) 772-9113
Number of Lots: 152 Allowable Built Upon Area Per Lot*: 3,500
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
o SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
o DF Density Factor - the appropriate percent built upon area divided by 100.
o RA Road Area - the total impervious surface occupied by roadways.
o OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
o No. Lots - the total number of lots in the subdivision.
o BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DF) - RA - OA = BUA
No- Lots Lot
Calculation:
55.64 0.3212) — 5.660 = 0.0804 AC/LOT
152
(0,0804) (43,560) SF/AC = 3502 SF/LOT
Balance = 58.437—17.873 = 40.564 (after Courtney Pines, Phase III)
M REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sate of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[I 5A NCAC 2H .1007(2)(b)]
Form SW-104 Rev 3.99 Page 2 of 2

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