SW8060831_CURRENT PERMIT_20061005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 'T,l.lO(J'FJ31
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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October 5, 2006
Mr Charles R Price, Manager
Overlook at Carson's Creek, LLC
3105A Holden Beach Road
Supply, NC 28462
Subject* Stormwater Permit No. SW8 060831
Overlook at Carson's Creek
High Density Project
Brunswick County
Dear Mr Price
Michael I EaslLy, Governor
William G Ross Jr , Sccrctary
North Carolina Department of Fnvironment and Natural Resources
Alan W Klimek, P C Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Overlook at Carson's Creek on September 7, 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 060831 dated October 5, 2006, for the construction of the subject project
This permit shall be effective from the date of issuance until October 5, 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 Paul Bartlett, or me at [phone]
Sincerel ;
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb S 1WQSISTORMWATERERIPERMIT1060831 oct06
cc J Phillip Norris, P E , Norris, Kuske & Tunstall Consulting Engineers, Inc
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Paul T Bartlett, P E
[Wilmington Regional-Offic
Central Files
N �o�r Carolina
Natura!!1l
North Carolina DO, ision of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Offica Internet wAw ncwatliquaiity org Fax [phone] 623-6748
An Equal OppertunitylAffirmattve Action Employer — 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No SWs 06083,1
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
Charles R Price and Overlook at Carson's Creek, LLC
Overlook at Carson's Creek
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit
This permit shall be effective from the date of issuance until October 5, 2016, and shall
be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 169,654 square feet of
impervious area This basin must be operated with a 50' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 2,500 square feet
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 area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

7
6
State Stormwater Management Systems
Permit No SW8 060831
The following design criteria have been provided in the infiltration basin and must
be maintained at design condition
a
c
d
e
f
9
h
.1
m
n
0
p
Drainage 2Area, acres
Onsite, ft
Offsite, ft2
Total Impervious Syrfaces, ft2
Onsite Buildings, ft
Onsite Street/Parking, ft2 2
Onsite Sidewalks & Driv?s, ft
Other Onsite (Future), ft
Offsite (Exist Street), ft
Design Storm, inches
Basin Depth, feet
Bottom Elevation, FMSL
Bottom Surface Area, ft2
Bypass Weir Elevation, FMSL
Permitted Storage Volume, ft3
Type of Soil
Expected Infiltration Rate, in/hr
Seasonal High Water Table, FMSL
Time to Draw Down, hours
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
Pump Station TS
II SCHEDULE OF COMPLIANCE
742
315,055
8,160
169,654
83,940
55,452
19,602
2,500
8,160
15
09
308
26,891
29 00 (Bypass via top of Pump Station)
25,912
Mandarin and Leon Sand
50
2869
6 3 (at Pump rate = 420 GPM)
UT ICWW / Lumber
15-25
"SA, HQW"
URUMI Model # KTZ 45 5-60
7 5 HP, 3430 rpm, 230/460 V, 30, 60 HZ
Operating Point = 420 GPM, 15' TDH
Pump On Invert Elev = 25 0'
Pump Off Invert Elev = 24 0'
1 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
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 060831
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
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 pans, 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 060831
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
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 5th day of October 2006
NO -CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fbrAlalimek,-PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 060831,
Page 1 of 2
Overlook at Carson's Creek
Stormwater Permit No SW8 060831
Brunswick Count
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 6 of 7

State Stormwater Management Systems
Permit No SW8 060831
Page 2 of 2
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 permuted 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
Jeff Phillips, Brunswick County Engineering
Page 7 of 7

0
NKT #06072
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
1 Applicants name (specify the name of the corporation, individual, etc who owns the project)
Overlook at Caison's Creek, LLC
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Greg Faurote, Agent C 12
3 Mailing Address for person listed in item 2 above
3105A Holden Beach Road
City Supply
Telephone Number
State NC Zip 28462
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, Ietters, operation and maintenance agreements, etc )
Overlook at Caison's Creek
5 Location of Project (street address)
NC 130
City Holden Beach County Brunswick
6 Directions to project (from nearest major intersection)
From the intersection of US 17 & NC 130, take NC 130 towards Holden Beach to the intersection
of NC 130 and SR 1139 Site is on the naht lust oast this intersection
7 Latitude 330 55' 33" Longitude 780 17' 23" of project
8 Contact person who can answer questions about the project
Name J Phillip Norris, P E Telephone Number [phone]
Il PERMIT INFORMATION
I Specify whether project is (check one) X New Renewal Modification
Form SWU-101 Version 3 99 Page 1 of 4

I
2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number NIA And its issue date (if known) NIA
3 Specify the type of project (check one)
Low Density X 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
1-877-623-6748
Ill 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
Infiltration Basin
2 Stormwater runoff from this project drains to the Lumber River Basin
3 Total Project Area 7 42 AC 4 Project Built Upon Area 525 °/a
5 How many drainage areas does the project have? 1
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
Drainage Area I
Drainage Area 2
Receiving Stream Name
UT Atlantic Intracoastal Waterway
Receiving Stream Class
SA' ly Qq);
/06
Drainage Area
7 42 AC 132 ,215 SF
Existina Impervious * Area
0 187 AC 18,160 SF
Prol2osed Impervious* Area
3 71 AC 1 161,607 SF
% Im envious* Area total
52 5%
Im envious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
1 927 AC /83,940 SF
On -site Streets
0
On -site Parkin
1 273 AC 155,452 SF
On -site Sidewalks & Drives
0 450 AC 1 19,602 SF
Other on -site (Future)
0 057 AC 12,500 SF
Off -site (Ex Street)
0 187 AC 18,160 SF
Total 3 89 AC 1 169,654 SF
Total
* hnpen,iouv area is defined av the built upon area including, but not !united to, buddnrgv i oadv, parking areac
sidewalks, gravel areas, etc
Form SWU-101 Version 3 99 Page 2 of 4

How was the off -site impervious area listed above derived? NIA
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
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
No more than 169,654 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 Wales 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
All permitted runofffrom 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
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-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.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable supplement form(s) for each BMP • Permit application processing fee of $4m(payabie to NCDENR)� `�i
f ION , 0
• Detailed narrative description of stormwater treatment / management
• 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
- 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
J Phillip Noms, P E
Designated agent (individual or firm) Norris, Kuske S Tunstall Consulting Engtneers, Inc
Mailing Address 902 Market Street
City Wilmington State NC Zip
Phone [phone] Fax [phone]
VH1. APPLICANT'S CERTIFICATION
28401
I, (print or type name ofperson listed in General Information, item 2) Greg Faurote, Agent ,
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
Form SWU-101 Version 3 99 Page 4 of 4
Date 7 — / 3 0)(o

4
c, a N KT #06072
Permit No 5 U ot:� 0 t 31
State of North Carolina (to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes a stormwater application form, an
infiltration basin supplement for each system, design calculations, soils report and plans and
specifications showing all stormwater conveyances and system details
I. PROJECT INFORMATION
Project Name
Overlook at Carson's Creek
Contact Person J Phillip Norris, P E Phone Number [phone]
This worksheet applies to Basin No in Drainage Area
(as identified on plan) (from Form SWU-101)
II. DESIGN INFORMATION — Attach supporting calculations/documentation The soils report must be
based upon an actual field investigation and soil borings County soil maps are not an acceptable
source of soils information All elevations shall be in feet mean sea level (fmsl)
Sods Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Mandarin & Leon Sand
5 [n/hr br cf/iir/sf (circle appropriate units)
2869 finsl (Seasonal High Water Table elevation)
15 inch
25,046 c f
0 085 Days
(1 5 inch event for SA waters, I inch event for others)
Irregular ft x Irregular ft = 26,891 sq ft (bottom dimensions)
25,912 c f
Form SWU-103 Version 3 99
30 80 fins!
3170 fmsl
3220 Emil C�-)s 16'�f r v t[Nrlt d 1 }
Page 1 of 3

III REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justi;ficatfion.
Applicants Initials
System is located 50 feet from class SA waters and 30 feet from other surface waters
System is located at least 100 feet from water supply wells
Bottom of system is at least 2 feet above the seasonal high water table
Bottom of the system is 3 feet above any bedrock or impervious soil horizon
System is not sited on or in fill matenai DWQ approval has been obtained
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public nght-of-way
Drainage area for the device is less than 5 acres
Soils have a minimum hydraulic conductivity of 0 52 inches per hour and soils report is
attached
System captures and infiltrates the runoff from the first 10 inch of rainfall (1 5 inch event
for areas draining to SA waters) Design volume and infiltration calculations attached
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage Calculations attached
All side slopes stabilized with vegetated cover are no steeper than 3 1 (H V)
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters
o Flow distribution mechanism within the basin is provided
A benchmark is provided to determine the sediment accumulation in the pretreatment
device
q Runoff in excess of the design volume bypasses off-line systems (bypass detail provided)
r System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days A soils report and all
pertinent draw -down calculations are attached
s Plans ensure that the installed system will meet design specifications (constructed or
stored) upon initial operation once the project is complete and the entire drainage area is
stabilized
Form SWU-103 Version 3 99 Page 2 of 3

Pfr'
IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
l After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six -inches, and remove trash as needed
After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration Remove any blockage and repair the structure to approved
design specifications
4 Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75% of the original design depth The system shall be
restored to the original design depth without over -excavating Over -excavation may cause the required
water table separation to be reduced and may compromise the ability of the system to perform as
designed Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a
manner that will adversely impact water quality (i a stockpiling near a stormwater treatment device or
stream, etc )
A benchmark shall be established in the pretreatment unit The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments
When the design depth reads 0 • (0 15 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications if the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H 1000 must be designed, approved and constructed
I acknowledge and agree by my signature below that I am responsible for the performance of the five
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 Greg_Faurote, Agent
Address 3105A Hoiden Beach Road Supply, NC 28462
Phone [phone] Date 7 -- i3 cv
Signature
Note: The legally responsible party should not be a homeowners association unless more than SO% of the lots have been sold
and a resident of the subdivision has been named the president
a Notary Public for the State of \ 1` (� CtiCounty of
Ntu�1�'t , do hereby certify that C(_IfI F(L�Lf C, 'U personally appeared before me this
day of \ , and acknowledge the due execution of the foregoing infiltration
gtnance requirements Witness my hand and official seal
1,�,O lk )
AWature
zR� pt�BL�G
i Four
wr L -�., r r "�ra
�10 `7 ~�w.a.�* V
,,, 4AIO VAR ', %-
CM
mission expires �� w
Page 3 of 3

NKT #06072
• •.
III illlilillillillillill III III
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
I Applicants name (specify the name of the corporation, individual, etc who owns the project)
Overlook at Carson's Creek, LLC
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Greq Faurote, Actent C_ i ,,, r IV .i rc . !'!' < < p Z17�u
3 Mailing Address for person listed in item 2 above
3105A Holden Beach Road
City Supply State NC Zip 28462
Telephone Number [phone]
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc )
Overlook at Carson's Creek
5 Location of Project (street address)
NC 130
City Holden Beach County Brunswick
6 Directions to project (from nearest major intersection)
From the intersection of US 17 & NC 130, take NC 130 towards Holden Beach to the intersection
of NC 130 and SR 1139 Site is on the right just past this intersection
7 Latitude 330 55' 33"
Longitude 780 17' 23"
of project
8 Contact person who can answer questions about the project
Name d Phillip Norns, P E Telephone Number [phone]
II PERMIT INFORMATION
I Specify whether project is (check one)
Form SWU-101 Version 3 99
X New
Page 1 of 4
Renewal Modification

0
2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number NIA And its issue date (if known) _ NIA
3 Specify the type of project (check one)
Low Density X 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
1-877-623-6748
Ill 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
Infiltration Basin
2 Stormwater runoff from this project drams to the
3 Total Project Area 7 42 AC
Lumber
S How many drainage areas does the project have? 1
River Basin
4 Project Built Upon Area 525
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
Bann Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
UT Atlantic Intracoastal Waterway
ReceivingStream Class
SA' >'
jev
Drainage Area
7 42 AC 132 ,215 SF
Existma Impervious * Area
0 187 AC 18,160 SF
Proposed Impervious* Area
3 71 AC 1 161,607 SF
% Impervious* Area total
52 5%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
1 927 AC / 83,940 SF
On -site Streets
0
On -site Parking
1 273 AC / 55,452 SF
On -site Sidewalks & Dives
0 450 AC 1 19,602 SF
Other on -site (Future)
0 057 AC 12,500 SF
Off -site Ex Street) 1
0 187 AC 18,160 SF
Total 3 89 AC 1 169,654 SF
Total
* Impen,rouv ai ea is defined as the burll upon area including, but not limited to, buildings, i oadv, par king areav
sidewalks, gravel areas, etc
Form SWU-101 Version 3 99 Page 2 of 4

7 How was the off -site impervious area listed above derived? N/A
IV DEED RESTRICTIONS AND PROTECTIVE COVENAN IS
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 saes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment
The 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 169,654 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
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
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
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-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.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable supplement form(s) for each BMP
• Permit application processing fee of $421"payable to NCDENR)1�1 000, 00
• Detailed narrative description of stormwater treatment / management
• 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
- 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
J Phillip Norris, P E
Designated agent (individual or firm) Norris, Kuske & Tunstall Consulting Engineers, Inc _
Mailing Address 902 Market Street
City Wilmington State NC Zip 28401
Phone [phone] Fax [phone]
VM. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Gre Faurote, A ent ,
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 L R- Date
Form SWU-101 Version 3 99 Page 4 of 4

i
r Q N KT #06072
Permit No �(t+iD o&0 2) al
State of North Carolina (to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
��CI • ; u .: u : ► : i��t�i � : u �II:l1i��1I�IlI�]��C�]�1
INFILTRATION BASIN SUPPLEMENT
This form may he photocopied for use as an original
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes a stormwater application form, an
infiltration basin supplement for each system, design calculations, soils report and plans and
specifications showing all stormwater conveyances and system details
I. PROJECT INFORMATION
Protect Name Overlook at Carson's Creek
Contact Person J Phillip Norris, P E Phone Number
This workshect applies to Basin No
[phone]
in Drainage Area
(as identified on plan) (from Form SWU-101)
11I. DESIGN INFORMATION —Attach supporting calculations/documentation The soils report must be
based upon an actual held investigation and soil borings County soil maps are not an acceptable
source of soils information All elevations shall be in feet mean sea level (fmsl)
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Mandarin & Leon Sand
5 ln/hr br cf/hr/sf (circle appropriate units)
2869 fmsl (Seasonal High Water Tahle elevation)
15 inch (1 5 inch event far SA waters, 1 inch event for others)
25,046 c f
0 085 Days
Irregular ft x Irregular ft = 26,891 sq ft (bottom dimensions)
25,912 c f
Form SW11-103 Version 3 99
30 80 fmsl 17,4106
3170 fmsl f
3220 fimsl 0-�' I VtGi j
Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification.
Applicants Initials
System is located 50 feet from class SA waters and 30 feet from other surface waters
System is located at least 100 feet from water supply wells
Bottom of system is at least 2 feet above the seasonal high water table
Bottom of the system is 3 feet above any bedrock or impervious soil horizon
System is not sited on or in fill material DWQ approval has been obtained
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way
Drainage area for the device is less than 5 acres
Soils have a minimum hydraulic conductivity of 0 52 inches per hour and soils report is
attached
System captures and infiltrates the runoff from the first 1 0 inch of rainfall (1 5 inch event
for areas draining to SA waters) Design volume and infiltration calculations attached
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage Calculations attached
All side slopes stabilized with vegetated cover are no steeper than 3 1 (H V)
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters
o Flow distribution mechanism within the basin is provided
A benchmark is provided to determine the sediment accumulation in the pretreatment
device
q Runoff in excess of the design volume bypasses off-line systems (bypass detail provided)
r System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days A soils report and all
pertinent draw -down calculations are attached
s Plans ensure that the installed system will meet design specifications (constructed or
stored) upon initial operation once the project is complete and the entire drainage area is
stabilized
Form SWU-103 Version 3 99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six -inches, and remove trash as needed
3 After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration Remove any blockage and repair the structure to approved
design specifications
4 Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75% of the original design depth The system shall be
restored to the original design depth without over -excavating Over -excavation may cause the required
water table separation to be reduced and may compromise the ability of the system to perform as
designed Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a
manner that will adversely impact water quality (i a stockpiling near a stormwater treatment device or
stream, etc )
A benchmark shall be established in the pretreatment unit The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments
When the design depth reads D - (01 $ feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin
If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications if the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H 1000 must be designed, approved and constructed
I acknowledge and agree by my signature below that 1 am responsible for the performance of the five
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 Greg Faurote, Agent _
Address 3105A Hoiden Beach Road Supply, NC 28462
Phone [phone] Date 7 --I
Signature
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, t , a Notary Public for the State of Lffi ka\161("County0f
do hereby certify that GFUI personally appeared before me this
day of , , and acknowledge the due execution of the foregoing infiltration
iWriance requirements Witness my hand and official seal
C'� M ommission expires ._ _0.11--
e8t�iature _
�►�'°�! B LAG 2
Foy. W03 rsion 3 99 Page 3 of 3
All—

u . J Phillip Norris, P E John S Tunstall, P E
NORRIS, KUSKE & TUNSTALL John A Kuske, III, P E James T Pyrtte, P E
Kent P Harrell, P E Philip Bewiacqua, Jr, P E
CONSULTING ENGINEERS, INC.James L Lewis, Jr,Jr P E J A Kuske, P E
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
E-Mail offioe@nktang com
LETTER OF TRANSMITTAL
To
Mr Ed Beck
Date December 4, 2007
Job No 06072
NC DENR /Division of Water Quality
subject Overlook at Calson's Creek
127 Cardinal Drive Extension
Wilmington, NC28405-3845
WE ARE SENDING YOU VIA
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5900 If you have any difficulty
receiving this message
COPIES
DATE
NO
DESCRIPTION
1
Certification
a h0l
wbvv
1��F-T�D
DEC Il 6 2007
BY ---
❑
®
AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS
cc SIGNED J Phillip Norris, P E / neh
CONFIDENTIAL AND PRIVILEGED Information contained in this document is privileged and confidential, intended for the sole use of the
addressee If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited If you have received this document in error please immediately notify the sender and
return to the address above

14
kL-
cq6e7,oq.
State Stormwater Management Systerns
Permit No SW8 060831
Page 1 of 2
Overlook at Carson's Creek
Stormwater Permit No SW8 060831
Brunswick Count
Designer's Certification
I, J Phillip Norris , as a duly registered Professional Engineer
in the State of North Carolina, having been authorized to observe (periodically/vv Ey/
fie) the construction of the protect,
Overlook at Carson's Creek
(Protect)
for Overlook at Caison I s Creek, LLC (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
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
Registratic
natp Dec
SEAL
Page 6 of 7

11
State Stormwater Management Systems
Permit No SW8 060831
Page 2 of 2
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
t 3
All the built -upon area associated with the project is graded such that the
runoff drains to the system
Ali roof drains are located such that the runoff is directed into the system
The bypass structure weir elevation is per the approved plan
f14
The bypass structure is located per the approved plans
Trash Rack is provided on the bypass structure
All slopes are grassed with permanent vegetation
Vegetated slopes are no steeper than 3 1
10
The inlets are located per the approved plans and do not cause short-
i
circuiting of the system
iitted amounts of surface area and/or volume have been
ed design depths are provided
ed parts of the system are provided
fired system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips Brunswick County Engineering
Page 7 of 7