SW8060511_CURRENT PERMIT_20061113

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�JS</
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
��! //'b
YYYYMMDD

STORMWATER DIVISION CODING SHEET
NCS PERMITS
PERMIT NO.
DOC TYPE
0 FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYM M DD

November 13, 2006
Mark Ragozzino, Managing Member
The Commons at Calabash, LLC
234 Seagull Lane
Wilmington, NC 28409
Subject: Stormwater Permit No. SW8 060511
The Commons at Calabash
High Density Project
Brunswick County
Dear Mr. Ragozzino:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DVV0 FILE COPY
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Commons at Calabash on November 9, 2006. 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 060511 dated November 13, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until November 13, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) 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 Lind �-ewis, or me at [phone].
Sincerelv.
Edwar ec `-
Regional Supervisor
Surface Water Protection Section
ENBlarl: S:1WQSISTORMWATIPERMIT1060511.nov06
cc: Richard Collier, P.E., McKim.& Creed
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files NOne
ostf Carolina
Jl afura!!�
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet; www.ncivaterquality,ore Fax [phone]
An Equal DpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060511
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mark Ragozzino & The Commons at Calabash, LLC
The Commons at' Calabash
Hwy. 179 & Thomasboro Road (NCSR 1165), Calabash, Brunswick County
FOR THE
construction, operation and maintenance of nine (9) infiltration basins and five (5) -
infiltration trenches in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 13, 2016, 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 Sections 1.6 and 1.7 on pages 3 and 4 of this permit. The
stormwater controls have been designed to hane the runoff generated by a 3"
design storm from the maximum amount of built -upon area as indicated in
Sections 1.6 and 1.7 on pages 3 and 4 of this permit, therefore, a vegetated filter
and offline bypass are not required.
3. The tract will be limited to the amount of built -upon area indicated in Sections 1.6
and 1.7 on pages 3 and 4 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the appropriate.permitted stormwater control
system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 060511
The following design criteria have been provided in the infiltration basins and
must be maintained at design condition:
1A
3
4
5
6
a.
Drainage Area
Acres
1.46
0.32
0.96
0.48
0.84
Onsite
Offsite
ft2
63,598
0
13,939
0
41,600
0
21,125
0
36,590
0
b.
Total BUA
ft
44,368
5,961
24,250
12,763
18,812
C.
Desi n Storm
Inches
3
.3
3
3
3
d.
Basin Depth
Feet
2.0 -
2.0
2.0
2.0
2.0
e.
Bottom Elev.
FM L
50.0
51.0
51.0
51.0
50.0
f.
Bottom SA
ft
5,297
604
2,955
1,034
3,046
q.
Storage Elev.
FM L
52.0
53.0
53.0
53.0
52.0
h.
Storage Volume
ft
16,548
2,521
8,578
3,671
8,040
i.
Type of Soil
Ba meade
J.
Infiltration Rate
Inlhr
23
k.
SHWT Elev.
FMSL
48
I.
Drawdown Time
Hours
2.0
1.5
1.0
1 2.0
1.0
m.
Receiving Stream
Calabash River
n.
River Basin
LBR59
o.
Stream Index Number
15-25-5
Stream Classification
SA HQW
7
8
9B -
10
a.
Drainage Area
acres
0.40
0.56
0.99
1.00
Onsite
Offsite
ft2
17,750
0
23,829
0
43,124
0
43,560
0
b.
Total BUA
ft 2
11,097
17,872
32,250
27,525
c.
Design Storm
inches
3
3
3
3 1
d.
Basin Depth
feet
2.0
2.0
2.0
2.0
e.
Bottom Elev.
FM L
52.0
52.0
50.0
50.0
f.
Bottom SA
ft
688
792
2,425
1,938
g.
Storage Elev.
FMSL
54.0
54.0
52.0
52.0
h.
Stora e` Volume
ft
5,011
1 5,854
14,155
6,822
i.
Type of Soil
Ba meade/Mandarin/Leon
Infiltration Rate
Inlhr
23
k.
SHWT Elev.
FMSL
48
I.
Drawdown Time
hours
2.0 3.0 1 2.0 1 2.0
m.
Receiving Stream
Calabash River
n.
River Basin
LBR59
o.
Stream Index Number
15-25-5
p.
Stream Classification
SA HQW
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 060511
7. The following design criteria have been provided in the infiltration trenches and
must be maintained at design condition:
1
2
3A
9
9A
a.
Drainage Area
Acres
1.20
2.01
0.64
0.70
0.54
Onsite
Offsite
ft2
52,272
0
87,556
0
27,732
0
30,492
0
23,678
0
b.
Total BUA
ft
50,529
84,170
27,732
30,492
23,678
C.
Design Storm
Inches
3
3
3
3
3
d.
Pie 0
In
36
36
42
36
36
e.
No. of Pipe Runs
ea
6
7
1
4
6
f.
Trench Length
ft
240
275
195
130
70
g.
Trench Width
ft-
36
42
23.5
28
42
h.
Trench Height
ft
3.5
3.5
4.13
3.5
3.5
i.
Bottom Elev.
FMSL
50.0
50.0
50.0
50.0
50.0
j.
Storage Elev.
FM L
53.5
53.5.
53.5
53.5
53.5
k.
Storage Volume
ft
18,203
24,334
8,687
7,301
5,897
i.
Type of Soil
Mandarin/Ba meade/Leon
m.
Infiltration Rate
In/hr
23
n.
SHWT Elev.
FMSL
48
o.
Drawdown Time
Hours -
1.5 2.0 1.5 2.0 2.0
Receiving Stream
Calabash River
q.
River Basin
LBR59 '
r.
Stream Index Number
15-25-5
s.
Stream Classification
SA HQW
II. SCHEDULE OF COMPLIANCE
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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 060511
6. 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. A
modification may be required for those deviations.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
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, lease 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
Ill. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the 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 permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
Page 5 of 8

State Stormwater Management'Systems
Permit No. SW8 060511
3. 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) having jurisdiction.
4. 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.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
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. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 13th day of November 2006.
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental
Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 060511
The Commons at Calabash
Stormwater Permit No. SW8 060511
Brunswick County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of*the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Storrnwater Management Systems
Permit No. SW8 060511
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 8 of 8

•
State of North Carolina v v
Department of .Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forfn may be photocopied for use as an original
1. GENE1tAL INFORMATION:
1. Applicant's name (specify the name ofthe corporation, individual, etc. who owns the project):
The Commons at Calabash, LLC
2. Print Owners/Signing Official's name and title (the person legally responsible for facility and compliance):
Mark Ragozzino, Managing Member
3. Mailing Address for person listed in item 2 above:
234 Seagull Lane
City: Wilmington State: NC Zip: 28409
Telephone Number: 910-392-5793
4. Project Name (subdivision, facility, or establishment name - should be consistent with project namc on plans,
specifications, letters, operation and maintenance agreements, etc.):
Commons at Calabash
5
Location of Project (street address):
Hwy 179 and SR 1165
City: Calabash
County: Brunswick
6. Directions to project (from nearest major intersection):
From Ocean Highway (Hwy 17) turn left (South) onto Thomasboro Road (SR-1 165). Travel for —3.5 miles
The project site is located at the intersection of Beach Road (Hwy 179), Thomasboro Road (SR 1 165) and
Persimmon Road (SR 1 167) in Calabash.
7. Latitude: 033°53'30.39"N Longitude: 078°33'58.4"W of project
8. Contact person who can answer questions about the project:
Name: Richard M. Collier, PE Telephone Number: 910-343-1048
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form: SWU-101 Version 3.99 Page 1 of 7

2. , If this application is being submitted as the result of a renewal or modification to an existing permit, list
the existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑ Low Density ® High Density ❑ Redevelop ❑ General Permit ❑ Other
4. Additional Project Requirements (check applicable blanks):
❑ CAMA Major ® Sedinlent/Crosion Control ❑ 404/401 Permit ❑ NPDCS 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.
The stormwater will be treated with the combination of infiltration basins and underground infiltration trenches.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 15.79 acres
5. How many drainage areas does the project have?
Lumber River basin.
4. Project Built Upon Area: 59.40 %
14
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.
Basin Information
Draina e Area 1
Drainage Area I A
Receiving Stream Name
Calabash River
Calabash River
Receiving Stream Class
SA;HQW
SA;I-IQW
Drainage Area
1.20 acres
1.46 acres
13,xisting Impervious* Area
0
0
Proposed Impervious* Area
1.16 acres
1.01 acres
% Impervious* Area (total)
96.7%
69.2%
Im ervious* Surface Area
Drainage Area I
Drainage Area I A
On -site Buildings
7,561 sf
0 sf
On -site Street / Parking
41,487 sf
39,951 sf
On -site Driveway
0 sf
0 sf
On -site Sidewalks
1,481 sf
4,417 sf
Other oh -site
0 sf
0 sf
Off site
0 sf
0 sf
Total:
50,529 sf
44,368 sf
Form: SWU-101 Version 3.99 Page 2 of 7

Ill{. , PROJECT INFORMATION (CONT'D)
Basin Information
Drainage Area 2
Drainage Area 3
Receiving Stream Name
Calabash River
Calabash River
1eceivin g Stream Class
SA;1-IQW
SA;HQW
Drainage Area
2.01 acres
0.32 acres
Existing Impervious* Area
0
0
Proposed Impervious* Area
1.93 acres
0.13 acres
% Impervious* Area(total)__96.0%
40.6%
Impervious* Surface Area
Drainage Area 2
Drainage Area 3
On -site Buildings
8,029 sf
0 sf
On -site Street 1 Parking
74,458 sf
5,961 sf
On -site Driveway
0 sf
0 sf
On -site Sidewalks
1,683 sf
0 sf
Other on -site
0 sf
0 sf
Off site
0 sf
0 sf
Total:
84,170 sf
5,961 sf
Basin Information
Drainage Area 3A
Drainage Area 4
Receiving Stream Name
Calabash River
Calabash River
Receiving Stream Class
SA;I-IQW
SA;I-IQW
Drainage Area
0.64 acres
0.96 acres
Existing Impervious* Area
0
0
Proposed Im crvious* Area
0.64 acres
0.56 acres
Impervious* Area (total)
100%
58.3%
Impervious* Surface Area
Drainage Area 3A
Draina Te Area 4
On -site Buildings
10,776 sf
10,500 sly
On -site Street 1 Parking
15,929 sf
11,582 sf
On -site Driveway
0 sf
0 sf
On -site Sidewalks
1,027 sf
2,168 sf
Other on -site
0 sf
0 sf
Off site
0 sf
0 sf
"Total:
27,732 sf
24,250 s1'
Form: SWU-101 Version 3.99 Page 3 of 7

III. 'PROJECT INFORMATION (CONT'D)
Basin Information
Drainage Area 5
Drainage Area.6
Receiving Stream Name
Calabash River
Calabash River
Receiving Stream Class
SA;HQW
SA;I-IQW
Drainage Area
0.48 acres
0.84 acres
Existing Impervious* Area
0
0
Proposed Impervious* Area
0.29 acres
0.43 acres
% Impervious* Area (total)
60.4%
51.2%
Impervious* Surface Area
Drainage Area 5
Draina e Area 6
On -site Buildings
0 sf
10,079 sf
On -site Street / Parking
9,645 sf
6,250 sf
On -site Driveway
0 sf
0 sf
On -site Sidewalks
3,118 sf
2,483 sf
Other on -site
0 sf
0 sf
Off site
0 sf
0 sf
Total:
12,763 sf
18,812 sf
Basin Information
Drainage Area 7
Drainage Area 8
Receiving Stream Name
Calabash River
Calabash River
Receivit% Stream Class
SA;I-IQW
SA;HQW
Drainage Area
0.40 acres
0.56 acres
Existing Impervious* Area
0
0
Proposed Im ervious* Area
1 0.25 acres
0.41 acres
Im ervious* Area (total)
1 62.5%
75.0 %
Impervious* Surface Area
Drainage Area 7
-Drainage Area 8
On -site Buildings
0 sr
0 sf
On -site Street / Parking
9,238 sf
15,689 sf
On -site Driveway
0 sf
0 sf
On -site Sidewalks
1,859 sf
2,183 sf
Other on -site
0 sf
0 sf
Off site
0 sf
0 sf
Total:
11,097 sf
17,872 sf
Form: SWU-101 Version 3.99 Page 4 of

M. ' PROJECT INFORMATION (CONT'D)
4%
Tii�i�'age.A"`
r�a_ A,
Receiving Stream Name
Calabash River
Calabash River
Receiving Stream Class
SA;HQW
SA;HQW
Drainage Area
0.70 acres
0.54 acres
Existing Impervious* Area
0
0
Proposed Irnpervious* Area
0.70 acres
0.54 acres
% Impervious* Area (total)
100%
100%
me,,-. e
Buildings
23,579 sf
23,678 sf
—On-site
On -site Street / Parking
6,913 sf
0 sf
On -site Driveway
0 sf
0 sf
On -site Sidewalks
0 sf
0 sf
Other on -site
0 sf
0 sf
Off site
0 sf
0 sf
Total:
30,492 sf
23,678 sf
tt 9
_-� PK� - IZU A
Receiving Stream Name
Calabash River
Calabash River
Receiving Stream Class
SA;HQW
SA;HQW
Drainage Area
0.99 acres
1.00 acres
Existing Impervious* Area
0
0
Proposed Impervious* Area
0.74 acres
0.63 acres
% Impervious* Area (total)
74.7%
63.0%
41
ainageArea e
On -site Buildings
8,701 sf
7,200 sf
On -site Street / Parking
22,072 sf
19,405 sf
On -site Driveway
0 sf
0 sf
On -site Sidewalks
1,477 sf
920 sf
Other on -site
0 sf
0 sf
Off site
0 sf
0 sf
Total:
32,250 sf
27,525 sf
Impervious area is defined as the built upon area including, but not limited to, buildings, roads,
parking areas, sidewalks, gravel areas, etc.
RECEIVED
NOV 0 6 2006
DWQ
PROJ #
Form: SWU-101 Version 3.99 Page 5 of 7

7. Wow was the off -site impervious area listed derived?
NIA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels and future development prior to sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built upon area for eacii lot must be provided as an attachment.
I. The following covenants are intended to ensure ongoing compliance with state management permit
number as issued by the Division of Water Quality.
These covenants my not be changed or deleted without the consent of the State.
2. No more than square feel of any lot shall be covered by structures or
impervious materials. Impervious materials include asphalt, gravel, concrele, 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 ahered except cis necessary to provide driveway crossings.
4. Built -upon circa in excess of the permitted amount requires a state storm water nianagetnent perniit
modification prior to construction.
5. All permitted runoff froin out parcels or fiture development shall be directed into the permitted
stormwater control system. These connections to the stormwater control system shall be performed
in a inanner 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 item 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
"rhe 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 lnfiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement.
Form: SWU-101 Version 3.99 Page 6 of

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.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
�initial "e
• Original and one copy of the Stormwater Management Permit Application Form _�
• One cony of the aonlicable Sunolement Forms) for each BMP C-1 I W I X;:'L
• Permit aimlication mocessine fee of $420 (navable to NCDENR) C-
• Detailed narrative description of Stormwater treatment/management: alt-C-
• Two conies 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 sires, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VI1. 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): Richard M. Collier, PE, McKim & Creed PA
Mailing Address: 243 North Front Street
City: Wilmington State: NC Zip
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
28401
1, (print'or type name of person listed in General Infornralion, item 2) Mark Ragozzino
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 dccd restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC
211,1000.
Signature: "'(L2�= Date:
Form: S W U-101 Version 3.99 Page 7 of 7

Project No. SW8 t;J&66 l l of wArER
Project Name(' _ a CQ ,
air, u County r_
Dear
The Wilmington Regional Office of the Division of Water Quality received .
your stormwater application and $420.00 fee on ,5
Your project will be reviewed within 75 days of receipt, and you will be
notified if additional information is needed. Please be'advised that the
construction of built -upon area may not commence until the stormwater
permit is issued.
If you have any questions, please contact any member of the stormwater
review staff in the Wilmington Regional Office at [phone].
Date Sent. 5 _/I' _Ci(2
Patricia Collins