SW8060404_CURRENT PERMIT_20070301

F�STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE XCURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE -4r:
YYYYMMDD

�QF W A rF90 Michael F.Easley,Governor
YWilliam G.Ross Jr.,Secretary
co r- North Carolina Department of Environment and Natural Resources
O C Alan W.Klimek,P.E.Director
Division of Water Quality
March 1, 2007
Kirk P. Davy, President
Davy Group Construction, Inc.
P.O. Box 1571
Wrightsville Beach, NC 28480
Subject: Stormwater Permit No. SW8 060404
The Cottages at Brick Landing Plantation
High Density Subdivision Project
Brunswick County
Dear Mr. Davy:
The Wilmington Regional Office received a Stormwater Management Permit Application for The Cottages
at Brick Landing Plantation on April 5, 2006. Additional information was submitted on April 25, 2006, January 30
and February 27, 2007 to complete the application. 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 060404 dated March 1, 2007 for the construction of the project, The Cottages
at Brick Landing Plantation.
This permit shall be effective from the date of issuance until March 1, 2017, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements of this permit. Monitoring wells are required on the infiltration basin with recordkeeping,
maintenance, and reporting. 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 Mary
Jean Naugle, or me at(910)796-7215.
Sincerely, \ /
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mjn: S:\WQS\STORMWAT\PERMIT\060404 feb07
cc: Jeff Malpass, Malpass Engineering, P.C.
Brunswick County Inspections
Brunswick County Engineering
M. J. Naugle
Wilmington Regional Office N'o,�` Carolina
Central Files vWA(rall
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: "wwmcwatereualitv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper

State Stormwater Management Systems
Permit No. SWS 060404
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
Kirk P. Davy President and Davy Group Construction, Inc.
The Cottages at Brick Landing Plantation
Intersection of NC 179 and SR 1143, Shallotte Township, 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 March 1, 2017 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 I (7) on page 3 of this permit. The subdivision is permitted for 66
lots; each allowed 4000 square feet per lot of built-upon area.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. All stormwater collection, treatment, and discharge 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. All runoff from built-upon areas on the lot must drain into the permitted system.
6. Monitoring wells shall be provided on each infiltration basin to ensure performance and
maintained as described in Section II (4) and (9) (h) of this permit.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 060404
7. The following design elements have been permitted for this infiltration basin stormwater
facility, and must be provided in the system at all times.
, Bas_ih'a: m
rAi
a. Drainage Area Acres 30.29
Onsite ft2 1,272,178
Offsite ft2 47,255
b. Total Impervious Surfaces 426,717
OS BUA per lot (66 lots) 4,000
OS Buildings/driveways 264,000
OS Streets/Parking ft2 94,700
OS Sidewalks 18,635
OS Other (existing cart path) 2,127
Offsite (cart path, road, 47,255
sidewalk, houses
c. Design Storm inches 1.5
d. Infiltration Basin Depth feet 2
e. Bottom Elevation FMSL 27.5
f. Surface Area @ Bottom ft2 5,628
g. Storage/bypass Elevation FMSL Pre-treatment pond pumped to infil
h. Storage Volume W 56,281
i. Type of Soil Foreston
j. Expected Infiltration Rate In/hr 7.96
k. Time to drawdown hours 44
I. Receiving Stream ",`'" ,'." Jinny's Branch to Saucepan Creek
m. River Basin :,tg, y Lumber
n. Stream Index Number , 15-25-2-16-1(2)
o. Classification of Water Body '. ' h=��,, SA;HQW
11. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such.
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for the entire
lot, including driveways and sidewalks, does not exceed the allowable built-upon area.
Once the lot transfer is complete, the built-upon area may not be revised without
approval from the Division of Water Quality, and responsibility for meeting the built-upon
area limit is transferred to the individual property owner.
3. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 060404
4. Suitably designed and constructed monitoring wells shall be provided at the locations
shown on the approved plans.
a. The water level in each monitoring well shall be recorded after the first 1-inch
rainfall event and at least once a month thereafter. This water level monitoring in
each well shall be recorded within forty-eight (48) hours of a design storm rainfall
event.
b. Chronic high water table elevations (within 1 foot of the bottom of the system for a
period of three months) shall be reported to DWQ immediately.
c. Monitoring well observations, made by a certified soil scientist, shall be submitted in
writing to the Division of Water Quality regional supervisor quarterly.
d. The permittee can petition the Division of Water Quality to reduce the frequency or
eliminate the reporting and / or monitoring requirements only after three (3) full
calendar years of data have been collected and reported which indicate that the
water level in the monitoring wells has not exceeded the reported Seasonal High
Water Table elevation.
5. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built-upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. Infiltration systems should not be used as erosion
control devices, due to the potential clogging. 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.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and
other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the permit number, facility
name, date, and activity, name of person performing the work and what actions were
taken.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 060404
11. The permittee shall at all times provide the Operation and Maintenance necessary to
assure that all components of the permitted stormwater system function at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Monthly scheduled inspections.
b. Sediment removal.
C. Mowing and re-vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
h. The water level in the monitoring wells will be recorded after the first 1-inch
rainfall event and at least once a month. Chronic high water table elevations
(within 1 foot of the bottom of the system for a period of three months) shall be
reported to DWQ immediately. Monitoring well observations, made by a certified
soil scientist, shall be reported to DWQ regional supervisor quarterly.
12. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
13. Prior transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
14. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
15. This permit shall become void unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
16. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
17. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 060404, as issued by the Division
of Water Quality under NCAC 2H.1000 for The Cottages at Brick Landing
Plantation.
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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 060404
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built-upon area per lot is 4000 per lot square feet for 66 lots in
The Cottages at Brick Landing. This allotted amount includes any built-upon
area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. The approved Operation and Maintenance Plan must be followed in its entirety,
maintenance, and reporting must occur at the scheduled intervals where
applicable.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the
system are not required to provide these measures.
i. Built-upon area in excess of the permitted amount will require a permit
modification.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and approval
by the Director. In the event there is either a desire for the facilities to change
ownership, or there is a name change of the Permittee, a "Name/Ownership Change
Form" must be submitted to the Division of Water Quality accompanied by appropriate
documentation from the parties involved. This may include, but is not limited to, a deed
of trust, recorded deed restrictions, Designer's Certification and a signed Operation and
Maintenance plan. The project must be in good standing with DWQ. The approval of
this request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal), which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re-issuance or termination does not
stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 060404
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
Permit issued this the first day of March 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L-�SLe�u.. YD �v,�z�j
Qor,Aan W. Klimek, P.E Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 060404
Page 1 of 2
The Cottages at Brick Landing Plantation
Stormwater Permit No. SW8 060404
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 a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 060404
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
16. Monitoring wells are installed around each infiltration basin to ensure proper
drawdown.
17. An Operation and Maintenance Plan has been established with a monitoring,
recordkeeping and reporting system in place as required in the Permit and
Infiltration Supplements.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9 of 9

State Stormwater Management Systems
Permit No. SW8 060404
Page 1 of 2
The Cottages at Brick Landing Plantation
Stormwater Permit No. SW8 060404
Brunswick Countv
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 a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 060404
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
16. Monitoring wells are installed around each infiltration basin to ensure proper
drawdown.
17. An Operation and Maintenance Plan has been established with a monitoring,
recordkeeping and reporting system in place as required in the Permit and
Infiltration Supplements.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9 of 9

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
I. 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-excavating 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.e. 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 nor
readily penetrate into accumulated sediments.
When the design depth reads_14_feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. 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.
6.The water level in any monitoring wells will be recorded after the initial I inch rainfall and,thereafter,at
least once a month. Monitoring well observations made by a certified soil scientist must be reported to
DWQ regional office "ter �rla"t a minimum. Chronic high water table elevations (within I foot of
the bottom of the system of for a period of three months)shall be reported to DWQ immediately.
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 sys m or rior to any c nges to the system or responsible party.
Print Name and Title: C�tR K -A ( t 'PUSIL42 -T
Address: //t/ N't,ra,ry C...ow S,,;r6 ,I(
Phone: 910 - zso -3oo0
Date: Z Z
Signature: `
Note: The legally espons'ible party should not be a homeowners association unless more than 50%of the(ors have
been sold and a resident of the subdivision has been named the president -
I, d b--Zz s6 ('- !/ -) ., a Notary Public fo the State of
County of 1*d .do hereby certify that
personally appeared before me this day of YP.�J // l/ �, and acknowledge the due
execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
'.S`'V, SSA C
SEAL My commission expires IlVf "_�2/
r; �OTgR� '°�=
Form SWU-Iflt`Xev3.'9( 0LICaa??��•,� Page 3of3
11110
'1O 9 `e�cR LO�```, ,V
RECEIVED
"�rrrr FEB 2 6 2007
BY:

The Cottages at Brick Landing Plantation (S W8 060404)
Justification for Item III G. not being met.
The project has the following alternative design items:
-infiltration rate is above 2 in/hr (7.96 in/hr)
-inlet distribution flow mechanism
-pretreatment settling pond to remove sediment prior to infiltration basin
-monitoring wells around the basin with frequent soil scientist certifications of
performance and reports submitted to DWQ
RECEIVED
FEB 2 6 7.007
BY:

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWO of any problems with the system or prior to any changes to
the system or responsible party.
Print name: rz
Title: ����
Address: till M r"�2 y C� r- 'Z> .I -E 43-1 khm 1N11nN NG 2frgos-
Phone: 9/0 - 56 3000
Signature: K.,LQ
Date: t c ?
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and as resident of the subdivision has been named the president.
I, 7liIz a Notary Public fore the State of
County of /����) TI( J/�� , do hereby certify that Z4 (�
personally appeared before me this fh day of i (NA /Y and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
titi1gSA C. FIle
.,
-z �OTAR� o
m >= RECEIVED
AUBLIC e FEB 2 6 2007
�y'?�bVERill,'CO;�?� BY:
it
SEAL My commission expires
Page 1 of 1

OFFICE;LJSE.ONL1
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICA KFCMFOIi1V VED
This form may be photocopied for use as an original
APR 1 5 606
I. GENERAL INFORMATION _ •, „ , 1
1. Applicants name (specify the name of the corporation,individual,etc.who owns the project):
- WvV Grogp Cmu4rac.+ien, The
4,u 1
2. Print Owner/Signing Official's name'd title(person legally responsible for facility and compliance):
_K lk DwY Prrtld nt
3. Mailing Address for person listed in item 2 above:
P 0 Bsx 1571
City: Wt h165 Ie- Beach State: NC Zip: 284 SO
Telephone Number: ( y 16 ) q31— 1 Q 19 j
4. Project Name(subdivision,facility, or establishment name-should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements,etc.):
The (dliw e Brick Land;na Nn+atlan
5. Location of Project(street address):
I an J' e, 50%40M 6je 9F Ae ih1 ers"Dn W- NC 171 and A UP
City: S 11mHt Tlol3hm County: Btypswick
5. Directions to project (from nearest major intersection):
Trftl aonrmx 200ft oast isle ;kNwJhn sF A 119 4J SR 1143 heade� weed en' NC179,
Turn (e eh+a L,4nd;r4 Blvd
33 a t P
7. Latitude: 8 54/ 34 Longitude: of project
S. Contact person who can answer questions about the project:
Name: Je4 Telephone Number: ( q10 ) 392-5293
IL PERMIT INFORMATION: /
1. Specifv whether project is (check one): V New Renewal Modification
Form SWU-101 Version 3.99 Paae ] of 4

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):
_LAMA Major ✓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.
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 .
,4erm, will e ; e j, d re6 o `t re v01 me WJ1 6e
nu iv gn iftf;+r*Ren h1s;n &CeS runoff is darAed +o zWkA
2. Stormwater runoff from this project drains to the Umber River basin.
3. Total Project Area: 2f) 4 acres 4. Project Built Upon Area: H2,01
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.
BasmTnformatron gDrunageAreal
�..
Receiving Stream Name S c do CN
Receiving Stream Class S
Drainage Area 30,2q 44
Existing Im Impervious*Area 4q 322 1
Proposed Impervious*Area 335 '
%Impervious* Area (total) 32.36 90
} Dramage Areal a Drautage Areal r
lm envious Surface
On-site Buildings z.64 000 94•.
On-site Streets 00 5S.
On-site Parking —
On-site Sidewalks 19 635 11
Other on-site raH pal# ')tlm 2 127 s.�.
Off-site Coot Irot 47, 255 Sf
Total: 426 �17 s Total:
!'Impervious area is defined as the built upon area including,but not limited to, buildings,roads,parking areas,
713Y '—'
sidewalks,gravel nreas,etc. CE L
EBForm SWU-101 Version 3.99 Page 2 of 4

7.' How was the off-site impervious area listed above derived? IIISU4) 1flspec oh 5 ye'w9
fob data
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.
I
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 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.
i
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 modificai ion prior to
construction.
i
5. All permitted runoff from outparcels or future development shall be directed into the permitted sformwater'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.
i
I
I
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
i
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(919) 733-5083 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
I
Form SWU-101 Version 3.99 Pabe 3 of 4
I

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of 6Vater 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.
Initilals
• Original and one copy of the Stormwater Management Permit Application Form JJ N
• One copy of the applicable Supplement Form(s) for each BMP �$M
• Permit application processing fee of-$429(payable to NCDENR) B 51150 JBM
• Detailed narrative description of stormwater treatment/management l
• Two copies of plans and specifications,including: l
-Development/Project name S♦rrn"tiftx
-Engineer and firm 4 $eJiMVk4nd
-Legend eM)ipn clord
-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 informati n on your
behalf,please complete this section.
Designated agent(individual or firm): Molpo5 64ineerina P
-failing Address: 11 34 Ainy4M 8e11�eV41�4
City: Wijlnlny4ph State: IV Zip: IH12
Phone: ( 9 10 ) 342.-52 r3 Fax: ( 910 ) 3 qz `52.0 3
VIIl. APPLICANT'S CERTIFICATION I, (�
I,(print or type name of person listed in General Information, item 2) KA DAVY
certify that the information included on this permit application form is,to,to the 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
'CAC 2H.1000.
Signature: Date:
Form S«ti-101 Version 3.99
Page 4 of 4 j

Permit No.
(to he provided by DWQ)
State of North Carolina
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
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, 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 : l Ite (aHa�es Gf ��ck 1.9A0�j Planfahan
Contact Person: JR MaloasS Phone Number: (110 ) 39Z- 5243
This worksheet applies to: Basin No. — in Drainage Area —
(as identified on plans) (from Form SWU-101)
H. 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).
Soils Report Summary
Soil Type FO
Infiltration Rate 7,96 n )or ef(hdsf (circle appropriate units)
SHWT Elevation 2515 fmSl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 1, 5 inch (1.5 inch eventfor SA waters, I inch eventfor others)
Design Volume 561281 c.f.
RECEIVEID
Drawdown Time t S6 days
FEB 2 7 7007
Basin Dimensions gy;
Basin Size — ft. X ft. = 562 8 sq. ft. (bottom dimensions)
Basin Volume Provided 13.12•35 c.f. p
Snfiltrat or &uin R2{entien Pond Ba5)p o-mans enf - Relen♦ion Pend
Basin Elevations
Bottom Elevation 27.5 fmsl -0 12.0 Bas n S ze= l
43
Storage Elevation - frnsl 16.0 Basle volume Provided = 611401
Top Elevation 245 fmsl -► 2.7,0 @ele4= 16.0
Form SWU-103 Rev 3.99 Pave 1 of 3

HL 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 that 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. Attach justification if a requirement has not been met.
Applicants Initials
BM a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
J BM b. System is located at least 100 feet from water supply wells.
JBM c. Bottom of system is at least 2 feet above the seasonal high water table.
J BM d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
JBdt e. System is not sited on or in fill material or DWQ approval has been obtained.
It- wild be, f. 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.
g. Drainage area for the device is less than 5 acres. mvrlq?aOrtl (5[ aTt ec11ED�
JBM h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
JBM i. 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.
JBm j. 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.
JBm k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
J8m I. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
JBM m. 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.
J h n. 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).
J8m o. Flow distribution mechanism within the basin is provided.
AM p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
J BM q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
JBM 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.
JBm s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
REC RI VEI7
Form SWU-103 Rev 3.99 Page 2 of 3 FER p. 6 'M07
BY: J

«B»
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built-upon" area consistent with the design criteria used to size the stormwater control facility.
l k� 2rc P. Dq v , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 060404, for project at The Cottages at Brick Landing
Plantation, as issued by the Division of Water Quality under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built-upon area per lot is 4,000 square feet. This allotted amount
includes any built-upon area constructed within the lot property boundaries, and that portion of
the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina
and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
7. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters; which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the sc eduled intervals, including reporting where applicable.
9. Built-upon area in a ess of a pe fitted amount will require a permit modifica(ion.
Signature: Date: (� (/p�—
I, Li a Notary Public in the
State of 1J0�><h 417M11M County of /2PM 7�01)e o
{ do hereby certify that A personally appeared
before me this the /-�/�h day of 20s � 7T, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
u7 � 6,65�)Ll� SEAL
Signature I'
J o��S ,,`�1uuuU,rq,
My Commission expires 1c?- �� OIU// °���,SSA '•,,••
,10 TA
ti �4 i!C
••., R CO ,
RECEIVED
FEB 2 6 2007
BY: