SW8050558_CURRENT PERMIT_20050902

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYWMMDD

t �GF W ATFRQ Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
ris North Carolina Department of Environment and Natural Resources
C Alan W, Klimek, P.E. Director
Division of Water Duality
September 2, 2005
Mr, Walter D, Knott, II, Partner
Seaside Landing Partners, LLC
790-6 Sunset Boulevard
Sunset Beach, NC 28468
Subject: Stormwater Permit No. SW8 050558
Seaside Landing
High Density Project
Brunswick County
Dear Mr. Knott:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Seaside Landing on August 30, 2005. 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 050558
dated September 2, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 2, 2015, 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 thirty (30) days
following receipt of this permit. This request must be'in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone].
Sincerely,
Edward Beck
-., Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:1WQSlSTORMWATERIPERMIT1050558.sept05
CC' J. Ray Cox, Cavanaugh & Associates, P.A.
Delaney Aycock, Brunswick County Building inspections
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Ouallty 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6746
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] InlerneL h2o.enr.stale.nc.us Une
NorthCarolina
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State Stormwater Management Systems
Permit No. SW8 050558
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
Walter D. Knott, 11 and Seaside Landing Partners, LLC
Seaside Landing
Brunswick County
FOR THE
construction, operation and maintenance of an underground infiltration trench 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 September 2, 2015, and
shall be subject to. the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2:. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 77,948 square feet of
impervious area. This trench 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. There is no allotment for future built -upon
area at the tract.
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

State Stormwater Management Systems
Permit No. SW8 050558
6. The following design criteria have been provided in the infiltration trench and
must
be maintained at design conditions:
a.
Drainage Area, acres:
4.08
Onsite, ft2:
177,680
2
Offsite, ft:
None
b.
Total Impervious Surfaces, ftz:
77,948
G.
Design Storm, inches:
1.5
d.
Trench Dimensions, L x W x H, ft:
130' L x 33' W x 3.83' H
e.
Perforated Pipe Diameter/Length:
86 stormchamber0 units:
34.04"H x 60"W x 102.5" L each
115 cu ft per unit
f.
Bottom Elevation, FMSL:.
10.0
g.
Bypass Weir Elevation, FMSL:
13.83
h.
Permitted Storage Volume, ft3:
9900
i.
Type of Soil:
Fine to Medium Sands
j.
Expected Infiltration Rate, in/hr:
5.7
k.
Seasonal High Water Table, FMSL:
7.5
1.
Time to Draw Down, hours:
5.2
M.
Receiving Stream/River Basin:
Intracoastal Waterway / Lumber
n.
Stream Index Number:
15-25
o.
Classification of Water Body:
"SA; HQW"
II. SCHEDULE OF COMPLIANCE
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. Mowin.9 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, filter 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 050558
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 plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050558
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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 2nd day of September 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Dior
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050558
Seaside Landing
Stormwater Permit No. SW8 050558
Brunswick County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
690110
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050558
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 elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 7of7

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
r 22 -2- 60
DOU Da (0 67,(9
SCcJ 0 5-3 57
81 *6P 1 & J- re q' 1)�, 4-State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Seaside Landing Partners, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Walter D. Knott,ll, Partner
3. Mailing Address for person listed in item 2 above:
790-6 Sunset Boulevard
City: Sunset Beach State: NC zip: 28468
Telephone Number: L910 } 575-7900
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Seaside Landing
5. Location of Project (street address):
7276 Seashell Lane
City SW Ocean Isle Beach County: Brunswick
6. Directions to project (from nearest major intersection):
From intersection of NC904 & NC179 (Sunset Blvd), proceed south on Seaside Road
(SR 1162). Project is at end of SR 1162
7. Latitude: 33" 53' 21" N Longitude: 78* 29' 10" W of project
8. Contact person who can answer questions about the project:
Name: Walter Knott Telephone Number: 910 575-7900
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ✓ New Renewal Modification
Form SWU-101 Version 3.99 Page I 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 NIA and its issue date (if known) NIA
3. Specify the type of project (check one):
Low Density ✓ High Density -Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major ✓ 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 .
Runoff will initially be treated by passing throuqh qrassy areas before being collected in catchbasins. Upon
collection, the first 15' of runoff will be conveyed to a subsurface infiltration trench. The remaininq runoffwill bypass
the infiltration trench and will be conveyed to a level spreader which discharges to a 100' existing vegetative area.
2. Stormwater runoff from this project drains to the Lumber
3, Total Project Area: 4.08 acres
5. How many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area: 44 %
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 1
Drainage Area 2
Receiving Stream Name
Intracoastal Waterway
Receiving Stream Class
SA:HQW
Drainage Area
177,680 sq.ft.
Existing irnpervious* Area
12,950 sq.ft.
Proposed Impervious *Area
77,948 sq.ft.
Impervious* Area (total)
44%
Impervious* Surface Area
Drainage Area I
- Drainage Area 2
On -site Buildings
19,712 sq.ft.
On -site Streets
53,214 sq.ft.
On -site Parking
(see on -site streets)
On -site Sidewalks
2,152 sq.ft.
Other on -site
2,870 sq.ft.
Off -site
Total: 77,948 sq.ft.
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived? Computer Generated/Survey
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.
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.
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 states torrnwa ter management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form S'WU-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.
iti is
• 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 $420 (payable to NCDENR) _
• 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
Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including oft' -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Cavanauqh s Associates, P.A.
Mailing Address: 130 North Front Street, Suite 202
City: Wilmington
State: NC
Phone: ( 910 ) 392-4462 Fax: 910
VIII. APPLICANT'S CERTIFICATION
---- Zip: 28401
392-4612
1, (print or type name of person listed in General Information, item 2) Walter D. Knott, 11
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: Z Date:_ �I -S�
Form SWU-101 Version 3.99 Page 4 of 4

4

f
�ev. 1 _
Permit No. 57Ng
(to he provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
UNDERGROUND INFILTRATION TRENCH 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
underground infiltration trench supplement for each system, design calculations, and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Seaside Landing
Contact Person: Walter D. Knott, II
Phone Number: ( 910 ) 575-7900
For projects -with multiple infiltration systems; a supplement form must be completed for each system. This
workshect applies to: Trench 1 in Drainage Area 1
(from plans) (from Form SH'U-101)
IL DESIGN INFORMATION (attach supporting calculations/documentation):
Soils Report Summary (based upon an actual field investigation and soil borings)
Soil Type Fine to Med Sands
Infiltration Rate 5.7 inlhr in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation 7.5 fmsl (Seasonal High Water Table elevation)
Trench Design Parameters
Design Volume
9,900
c.f.
Design Storm
1.5
inch event (1.5 inch event for SDI waters, I inch event for others)
Drawdown Time
0.22
days
Perforated Pipe Size
N/A
inch diameter
Perforated Pipe Length
86 Units
ft.
No. Observation Wells
NIA
(may be required on a case -by -case basis)
Stone Type (if used)
#57
Stone Void Ratio
0.40
Trench Elevations (infect mean sea level)
Bottom Elevation
10.00
fmsl
Storage/Overflow Elevation
13.83
fmsl
Form SWU-107 Rev 3.99 Page 1 of 4

Trench Dimensions
Height
Width
U3
2 ft.
33 ft.
III. REQUIRED ITEMS CHECKLIST
Length
Volume Provided
130
9900
ft.
cuff
The following checklist outlines design requirements per the Stormwater Best Management Practices manual (N.C.
Department of Environment, Health and Natural Resources, November 1995) 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
le
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. Off-line system, runoff in excess of the design volume bypasses the system (bypass detail
provided).
f.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days based upon infiltration
through the bottom only (a hydrogeologic evaluation may be required).
g. Soils have a minimum hydraulic conductivity of 0.52 inches per hour.
h. System is not sited on or in fill material or DWQ approval has been obtained.
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.
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.
k. System is located in a recorded drainage casement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ).
m. Drainage area for the device is less than 5 acres.
n. A pretreatment device ( filter strip, grassed swale, sediment trap, etc.) is provided.
o. Trench bottom is covered with a layer of clean sand to an average depth of 4 inches.
p. Sides of the infiltration trench are lined with geotextile fabric.
q. Rock used is free of fines (washed stone) and has a large void ratio.
r. , Side to bottom area ratio is less than 4:1.
Form SWU-107 Rev 3.99 Page 2 of 4

s. Observation well(s) are provided (case -by -case basis).
t. Vegetated filter is provided for overflow (50 feet for SA waters, 30 feet for other waters)
and detail is shown on plans.
u. A benchmark for checking sediment accumulation is provided.
IV. UNDERGROUND INFILTRATION TRENCH OPERATION AND MAINTENANCE AGREEMENT
After every runoff producing rainfall event and at least monthly inspect the bypass/overflow structure for
blockage and deterioration and the infiltration system for erosion, trash accumulation; grass cover, and general
condition.
2. Repair eroded areas immediately; re -seed as necessary to maintain adequate vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash and blockages as needed to maintain
system performance.
Remove accumulated sediment annually or when depth is reduced to 75% of the original design depth. Restore
depth to 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.
The water level in any monitoring wells will be recorded after a l inch rainfall event and at least once a month.
Chronic high water table elevations (within l foot of the bottom of the system for a period of three months)
shall be reported to DWQ immediately.
If DWQ determines that the system is failing, the system will immediately be repaired or replaced 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.
b. Remove accumulated sediment from the infiltration system annually or when depth in the 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 infiltration system. 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 depth at the benchmark reads 11.2-ft (MSL) , the accumulated sediment shall be removed
from the system.
Form S W U-107 Rev 3.99 Page 3 of 4

I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater
collection system in accordance with the six maintenance procedures listed above. I agree to notify DWQ
of any problems with the system or prior to any changes to the system or responsible party.
Print Name and Tide:
' -cv` k �
K-N'oT
?("
Address: 7go-(.
.StA'Svr- RUV6
5�wSai e"c.H F 2Y�c6Y_
Phone: [phone]
Signature:
Date: 711 ylz;,
Note: The legally responsible party should not he a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
1, - Ji R A14I t F _ _ F/�qT Z _ a Notary Public for the State of of , L, , County of
& U/US LU IC k , do hereby certify that I U,4 r~ I-Z ,k b kAj 07'7' personally appeared before me this I y
day of �'j t�,� ►/ aOOS and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
TAFJ
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� -'SF.AL ��� My commission expires
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Form SWU-107 Rev 3.99 Page 4 of 4

3804 Paris Avenue, Unit A
Wilmington, North Carolina 28403
Infrastructure Engineering. P.C. Tel [phone] Fax [phone]
August 1, 2007
Mr. Ed Beck
Regional Supervisor, Surface Water Protection Section
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Final Stormwater Certification Submittal
Permit # SW8 050558
Seaside Landing
Brunswick County
Dear Ed:
The work under the referenced permit has been completed in substantial compliance with the approved
plans, specifications and the permit. Attached is the final certification. We are hand delivering these
documents to your office, and we will request a copy of this cover letter marked received by the Division
as proof of receipt. if you require additional information, please contact our office. Thank you for your
assistance.
Sincerely,
HIG F INFRASTRUCTURE ENGINEERING, P.C.
J. ox, E.
t President
RECEIVED
AUG 0 1 2007
BY: .
renewing aged infrastructure ...designing new infrastructure to endure the ages

State Stormwater Management Systems
Permit No. SW8 050558
Seaside Landing
Stormwater Permit No. SW8 050558
Brunswick County
Designer's Certification
1, J. Ray Cox, P.E. as a duly registered professional engineer in the State of North
Carolina, having been authorized to periodically observe the construction of the project,
Seaside Landing
for Seaside Landing Partners, LLC (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 specifications:
No deviations noted, but a clarification is warranted:
Specifically, this certification covers the work completed since November 17, 2006, and
the final observed state of the system as being within substantial compliance and intent of
the approved plans and specifications. This work includes remediation of each of the
exceptions noted in the June 6, 2007 partial certification issued by Edward Burke, P.E.,
of Cavanaugh & Associates, P.A. This final certification, coupled with the previously
referenced partial certification dated June 6, 2007, together constitute the complete final
certification for the referenced stormwater facilities.
Signa
Regh
Date
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State Stormwater Management Systems
Permit No. SW8 050558
Seaside Landing
Stormwater Permit No. SW8 050558
Brunswick Counly
Designer's Partial Certification
1, Edward Burke, P.E. as a duly registered En ineer in the State
of North Carolina, having been authorized to observe (at odieallvlweekly/full time) the
construction of the project,
Seaside Landing
(Project)
for Seaside Landiny, Partners, LLC. (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:
This Partial Engineer's Certification is for the items observed prior to October 9, 2006, and
does not cover any items other than described herein, or the status of any and all items after
October 9, 2006. This Partial Engineer's Certification is provided for the following project
components and with the following exceptions:
• Installation of Storm Drain System
o CB-1 ring & cover is to be replaced with a grate, per plan.
a BP-5 contained considerable construction debris and needs to be cleaned out.
o BP-5 bypass weir requires proper grouting.
o BP-5 bypass weir elevation to be verified
o All ring and cover assemblies require proper grouting.
o A structural pier was driven through the storm pipe between CB-3 and BP-5
• Installation of Sto ber system.
N'~"Wiyb
CA
Signature
Registration Number 031041 iL
is 031041
Date

State Stormwater Management Systems
Permit No. SW8 050558
Requirements:
The drainage area to the system contains approximately the permitted acreage.
The drainage area to the system contains no more than the permitted amount of
built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drains are located such that the runoff is directed into the system.
The bypass structure elevations are per the approved plan. (?wml M414FO ZO sl lr,
The bypass structure is located per the approved plans.
A Trash Rack is provided on the outlet/bypass structure.
�ND17�e 6}
All slopes are grassed with permanent vegetation. (tAi 70 - do Swras 7Qtg° )
5
Vegetated slopes are no steeper than 3:1.
g �
The inlets are located per the approved plans and do not cause short-circuiting
of the system.
The permitted amounts of surface area and/or volume have been provided.
All required design depths are provided.
All required parts of the system are provided.
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections