SW8970858_CURRENT PERMIT_19991203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_ff/ vSSS
DOC TYPE
� CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
/99°//���,
YYYYMMDD

Stdte of North Carolina,
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
December 3, 1999
Mr. E.G. Dale, Owner
Lighthouses of Long Bay
PO Box 157
Leland, NC 28451
D•
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. SW8 970858
Southern Shore Villas, Phase 3
High Density Stormwater Project
Brunswick County
Dear Mr. Dale:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Southern
Shore Villas, Phase 3 on November 29, 1999. 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 970858 dated December 3, 1999, for the construction of Southern Shore Villas, Ph.3.
This permit shall be effective from the date of issuance until December 3, 2009, 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 Linda Lewis, or
me at [phone],
Sincerely,
ea�
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:1WQSISTORMWATIPERMln970858.DEC
cc: Don Covil, P.E.
Delaney Aycock, Brunswick County Inspections
Janet Russell, DCM
Linda Lewis
Wilmington Regional Office
Central_Files .
127 Cardinal Dr, Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper .

State Stormwater Management Systems
Permit No. SW8 970858
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
Lighthouses of Long Bay
Southern Shore Villas, Phase 3
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond 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 December 3, 2009 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 on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
20,000 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
2

State Stormwater Management Systems
Permit No. S W8 970858
Project Name:
Permit Number.
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream/Index #:
Classification of Water Body-.
If Class SA, chloride sampling resin
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft':
Offsite Area entering Pond, ft':
Required Surface Area, ft':
Provided Surface Area, ft':
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMS
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Southern Shore Villas, Phase 3
SW8 970858
Brunswick County
Mr. E.G. Dale, Owner
Lighthouses of Long Bay
PO Box 157
Leland, NC 28451
November 29, 1999
Atlantic Ocean / (LBR 99-3)
"SB"
3

State Stormwater Management Systems
Permit No. SW8 970858
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built-upon'surface except roads.
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 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 outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. 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.
7. 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.
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. The following items will require a modification to the permit:
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 the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require a modification to the permit.
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.
2

State Stormwater Management Systems
Permit No. SW8 970858
12. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property. .
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
14. The runoff from all built -upon area on the project must -be directed into the permitted stormwater control
system.
15. 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.
16. The 1,100 ft2 contingency amount is available to be treated in the pond. Prior to the construction of this
built -upon area, a modification to the must be submitted and approved.
III. GENERAL CONDITIONS
This permit, is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, 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.
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.
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.
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 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.
Permit issued this the 3rd day of December, 1999.
NOR CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970858
5

State Stormwater Management Systems
Permit No. SW8 970858
Southern Shore Villas, Phase 3
Stormwater Permit No. SW8 970858
Brunswick County
Designer's Certification
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
on

State Stormwater Management Systems
Permit No. SW8 970858
Certification Requirements:
l . 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. . The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided,
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspector
VA

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):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
E. G. Dale Owner
3. Mailing Address for person listed in item 2 above:
City: T-el a=9 _ State:mC Zip:
Telephone Number:371-6387
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
S=thern Shore Villas Phase I - -
5. Location of Project (street address):
S.E. 58th Street - - -- -- --
City:_ r_ g B __ County: lunamick
6. Directions to project (from nearest major intersection):
-cxmltb--
on lef Latitude- 1 N Longitude:g'o• . project
8. Contact person who can answer questions about the project:
Name: E. r. on _ _ _ TeIephone Number. ( 919 �) 371 -687
M PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4 ORIGINAL

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number. N/ A, and its issue date (if known)
3. Specify the type of project (check one):
Low Density X _High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
__2LCAMA 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 INFORI-AATION
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 shall be collected in a_storm drain (plpe) system and treated in a
2. Stormwater runoff from this project drains to the Atla=ic Ocean River basin.
3. Total Project Area: 0.45 acres
5. How many drainage areas does the project have? 1
4. Project Built Upon Area: 1 0 0 %
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.
•/[lrii;•SLliLtiilll. �� i�'"3 k
',1.. >.: Y.a.� .f.x, .v,"F.k4.:::::.b+�$k'�,�::i,t.::,w.'k< ;.,
F
Xi �ii G<%i1�.
��. �,�k3T,,�:ba°.. �L: ., ?M't:�.'� ::,� �•o� �
k:�'' `-ZLX.{.,�Z ; k L
� .t �� y�,.. •.Y��f:: GX,.�d•
Receiving Stream Name
A
Receiving Stream Class
SB
Drainage Area
0 4 5 ac zo, ocr> 4 z
Existing Impervious* Area
-0-
Pro osed Im ervious*Area
0,45 c ZD caves
% Impervious* Area (total)
1100
y...
XStfa e Ax;r
ervious s i,
..... �.. ... ..
nagrea ,'
��
nge�
On -site Buildings
0.25 ac. /C' 960 Jq Z
On -site Streets
0.18 ac. FF z
On -site Parking
On -site Sidewalks
Other on -site Contin
0. 0 2 ac.
Off -site
_0_
Total: 0.45 ac. 20 0()o f4 J
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-IOI `"-Version 3.99
AV,
Page 2 of 4

7. How was the off -site impervious area listed above derived? __NjA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. .The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than, N JET 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 filed in, piped, or altered except as necessary to provide driveway crossings.
4. BuiIt-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-103
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 SWU-l01 Version 3.99 Page 3 of 4 ORIGINAL

VI. SUBMITTAL REQUIREMENTS
s
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
• 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 off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VEL 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): Eac;t-, Wac;t- EnQineeri ng Camp ., PA
MailingAddress: Post Office Box 2469
City: Shallotte State: NC Zip: 28459
Phone: ( 910 ) 754-8029 _
VEIL APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Injinmtimt, item 2) E. G. Dale
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: 4; �;4` ��� _ Date: / _ 1�t A V 5;
Fonln� V1;[T1 1Od'� � � io�,3.99 Page 4 of 4

Permit No. s%V3��D�J3
(to be provided by WV0
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Mana ement Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATTON
Project Name: Southern Shores Villas,_ Pease _�
Contact Person: E. G. Dale Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: (only on basin)
elevations
Basin Bottom Elevation 1 0 ft.
Permanent Pool Elevation _ �_ _ ft.
Temporary Pool Elevation.& ft.
areas
Permanent Pool Surface Area 1800 sq. ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
0.45 ac.
0.45 ac.
M cu. ft.
Temporary Pool Volume 1f;_R cu. ft.
Forebay Volume 4-ss 49e- cu. ft.
`t`i
h
Other parameters
SAIDA I
Diameter of Orifice
'Design Rainfall
Design TSS Removal Z
11416, in.
1 in.
90 %
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form S W U- l02 Rev 3.99
Page] of 4
ORIGINAL

1
Footnotes: t
t When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
Z In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 857o TSS removal and 90% TSS removal.
II. 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.
Is
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
�fz A I e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
It
This system (check one) 0 does
This system (check one) 0 does
01"o' es not incorporate a vegetated filter at the outlet.
0-does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99
J'AJ@Jq0...
1.
Paoe 2 of 4

At
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads -2- 3 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
°rllll lS l7 tIt,S.
Sedimen7tR \1e
al El. 2.0 75
------------- -- Sediment Removal Elevation 2_t}' 75%aBottomV. 1 •d, % ----------------------------------- --------- -------
Bottom Elevation � • 0 ZS%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form}S1W II j C) # 7.1 Page 3 of 4

�. r
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: E. G. Dale
Title:
Address: Post Office Box 157, Leland, NC 28451
Phone: [phone]
Signature:li>e-,f4
Date: ,&
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, a Notary Public for the State of
County of (-�)(IA -r1S-0 { c-L , do hereby certify that (5, Cx -
personally appeared before me this a day of }yd , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my band and official seal,
.� STAR y .
r 1,
r �
r>s AU BL\G
4"
ks"�•..........••"0
SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4 ORIGINAL

McHENRY SURVEYING
P. O. Boy[ 433
Long Beach, NC 2W5
phone [phone]
August 20, 1997
This project is in the Town of bang Beach. It consists of 1 building, holding 8 3-bedroom and 4
2-bedroom villas. These villas will be for rent or sale. The deed to this property in on file with
CAMA. All grading has been completed. Only a small amount of excavating for a concrete slab
and asphalt will be necessary. The drainage is already in existence. There are no 404 wetlands on
this project. This project is served by city water. There is a low pressure sewer system in existence.
The zoning for this property is CB, which is a tourist service district. This project will be
permitted by Long Beach on Conditiona1Use. The height restrictions are 41 feet above ground.
The FEMA determined flood hazard zone is Zone VE base elevation 18 feet for the bottom of the
lowest supporting horizontal beam. The town requites 1 foot to be added to base elevation which
brings it to 19 feet above mean sea level. This project was permitted on July 10, 1984 for 3
phases. Phase I and II were completed. This application is far Phase M. The concrete pilings are
already in place. They are 38 feet to 44 feet in the ground.
�L'Ls. vg39
l !I
i I
aUG 22 199177
����Tr•� N�i�nGEIJEN�

'a
Forth-DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
G M Al Bc � ri, - -
I. APPLICANT
a. Landowner-
Name A1141N nC1V-<}nf[ c ri�C
Address
City-- L E:L/9 Ar D - - State �C .-
c. Street address or secondary road number
d. Is proposed work wJ'thin city limits or planning
jurisdiction? t/ Yes No
Name of body of water nearest project (e.g. river,
creek, sound, bay) _A 774 sgny t, 6 Qif eA ,�
Zip 2&4sJ Day Phone 910- 371-_63B6
Fax 3. DESCRIPTION AND PLANNED USE
\ I �OYPROPOSED PROJECT
b. Authorized Agent: I }
Name 7E 6 . DA LF_ 4V Al {C 2 2 S97Li"l development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
exca ation and/or filling activities.
Address moo. osc 7 C,OASTA 1 2 i/r 11 c�
City L E 1-4 yr) State IV -C,
Zip 2,9 4-.S i _ Day Phone 171if — 7I - d (
Fax
c. Project name (if any)
NOTE: Pernar will be issued in name of iandownerft), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
County -- 2+fN Sw! C-K _ - --
b. Is the proposed activity maintenance of an existing
project, new work, or both? ,_ At&j::,4 &,Uer-,c _
c. Will the project be for public, private or commercial
use?
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
1'.1 //0;�S s`, s, fie-U7- 01- S'4 le �-
Revised 03/95

Form DCM-MP-1
m. Describe existing wastewater treatment facilities.
4.
LAND AND WATER
4-m
CHARACTERISTICS
a.
Size of entire tract 0. 19r-r3
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b.
Size of individual lot(s) NA.
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) V -4.
c.
Approximate elevation of tract above MHW or
d.
Soil type(s) and texture(s) of tract j
o. existing drinkin/g�water supply source.
,Describe
ue.vh�N 'Clove- 5 �,uul T�, _F.� 4 tP
L2 2 2, 19.97
e.
Vegetation on tract r_ ,.ass ).,�,�
-uH57^.
�-L 1v�P NAGEME=NT
f.
Man-made features now on tract Goa ss
5. ADDITIONAL INFORMATION
g.
What is the CAMA Land Use Plan land
In addition to the completed application form, the
classification of the site. (consult the local lands plan.)
following items must be submitted:
/
Conservation t/ Transitional
Developed Community
15 A copy of the deed (with state application only) or
Rural Other
other instrument under which the applicant claims title
to the affected properties.. If the applicant is not
h.
How is the tract zoned by local government?
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i.
Is the proposed project consistent with the applicable
from the owner to carry out the project.
zoning? _-__ZYes No
(Attach Zoning compliance certificate, if applicable)
0 An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
'
j.
Has a professional archaeological assesent been
ink on an - 8 1/2" by I V white paper. (Refer to
done for the tract? Yes o
Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom?
detailed description.)
k. Is the project located in a National Registered
Historic -District or does it involve a National
Register listed or eligible property?
Yes / No
1. Are there wetlands on the site? Yes �No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach docuniewation, if available)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) ' A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03195

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
7- /e,- S4- At 1 36- �?4
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project -
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the _.7 1 day of 2—az. , 19f.L.
Print Name pa_
Signature La
Landowner or Authorized Agee
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
Ts
ace. pr ovided7,ar-t om of each fonm.
AUG 2 2 7997
1
COASTAL MANAG-=rAENT
Revised 03/95

G. S. 130-13C
BRUNSWICK COUNTY HEALTH DEPARTMENT PERMIT NO. - 25 838
IMP VEMENTS PE IT AND CERTIFICATE OF COMPLETION
OWNER OR CONTRACTOR 'LOCATION
LOT. SEC. BLKA--A---
HOUSE ❑ MOBILE HOME 0 AUSINESS
NO. BEDROOM- _. AREA
SIZE OF TANK '�-�NlTRIFICATION LIN�
LINE FT. LONG X FT. WIDE
WATER SUPPLY: PRIVATE Cl PUBLIC
SITE CLASSWCATION:•-PR �IONAL SUITABLE
'PERMIT VOID 36 MONTHS FROM DATE OF ISSUANCE
IMPROVE NTS PERMIT DATE: 1
BY: SA
THIS PE !T N TO BE ALTERED EXCEPT BY Y OF THIS DEPART -
MEN?
INSTALLED BY
CERTIFICA ftETip
BY AN,
6 �•
Li f �L� N -1 N
COASTAL MANAGEVIEN4

�{Ea�t�Z 1�E�.azEm�n�
r�77 1p
Pointy Of ct BOX 1�
Bo&via, CNo%t4 i?azolPirca 28422
[phone]
June 6, 1984
Mr., E. G. Dale/
E. G. Dale Inc.
C/O Maintenance .Inc.
P.O. Box 157
Leland, NC 28451
d`vn+M�
{ 5/11Ck C04`
i ePJN G}'I
glaomas -�N-. Br-.2, 2�btg O%
AUG 2 2 1997
D!\/JSI 31.a ,�),_
COASTAL MaNAGEIVIENT
Re: Southern Shores Villas
Phase 1, 2, 3
Dear Sir:
In accordance with G.S. 130A--336, this office hereby issues
Improvements Permit # 25838 dated Oune 1, 1984 to E. G. Dale, Inc.
for the construction of a condominium project known as Southern
Shores Villas Phase I, II, III.
This Improvements Permit shall be effective immediately and
is subject to the conditions and limitations as specified therein
and will be void 36 months from the date of issuance.
Read all the conditions and requirements and if you or your
company .have any questions, please feel free to contact this
Department.
Sincerely,
'0' a4
J hn D. Crowder, III, R.S.
nvironmental Health Supervisor
JDC/eyg
Enclosure

BRUNSWICK COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH SECTION
June 1, 1984
IMPROVEMENTS PERMIT
Irf f I� 1�5 77� PJ�Y)�Ij
r %
AUG 2 2 1997
* * * * * * * * DI'VISION OF
# 25838 * * * * * * * * COASTAL 1VfACdP,GCN'iENT
For the collection, treatment, and disposal of 11,520 gallons per
day from Southern Shores Villas which consist of a non -discharging type
sewage collection,treatment and disposal system.
This system will be phased in three stages:
Phase I will be equal to 40 bedrooms or 4,800 gal.lons per day
(12--3 bedroom and 2-2 bedroom units)
Phase II will be equal to 24 bedrooms or 2,880 gallons per day
(8-3 bedroom units)
Phase III will be equal to 32 bedrooms or 3,840 gallons per day
(8-3 bedroom and 4-2 bedroom units)
This system consist of a collection system for the above mentioned
units and the disposal area is located North approximately 600' from the
actual structures.
The sewage collection, treatment, and disposal system consist of the
following:
A. Collection system
6" Gravity Sewers set on a 0.6% slope with 9 clean out as
specified and approved on the specifications and plans. Approved
with provisos from Division of Health Services Plan Review.
(Glen Davis, P.E.)
B. Septic Tank System
Phase I
Tank size is 4,725 gallons with an inside dimension built in
place of approximately 22' X 10'4" and liquid depth of approximately
31. The baffle shall be built as specified in the approved plans
and the access manholes located and constructed as specified.
Phase II
Tank size is 3,285 gallons with an inside dimensions built in
place of approximately 18'4" X 8'8" with a liquid depth of 3'.
The baffle shall be built as specified in the approved plans and
specifications and the access manholes located and constructed as
specified.

IMPROVEMENTS PERMIT
# 25838
Page 2
I ' "rJ
AUG 22 1997
D i V I IC.)I-•E OF
CC)ASTAL IVIA!gAGEMENT
Phase III
Tank size equals 4,005 gallons with an inside dimension of
20'4" X 9'8" with a liquid depth of 3'. As noted above the baffle
and manholes shall be constructed in accordance with the approved
specifications.
C. Pump Tank System:
Phase � I
The pump tank shall be 10'8" X 10'4" and a liquid depth of 3'
The total gallons are approximately 2,500 gallons. There shall be
dual alternating pumps capable of pumping 85 gallons per minute
(Hydromatic Sp 50 or equal to).
Phase II
The pump tank shall be 7'8" X 8'8" and a liquid depth of 3'.
The total gallons are approximately 1,500 gallons. There shall
be dual alternating.pumps capable of pumping 51 gallons per
minute (Hydromatic Sp 50 or equal).
Phase III
The pump tank shall be 9'4" X 9'8" with a liquid depth of 3'.
The total tank size is approximately 2,000 gallons. There shall
be dual alternating pumps capable of pumping 68 gallons per
minute (Hydromatic Sp 50 or equal).
The pumping system and float setttings are specified on the approved
plans and specifications and shall be set and tested prior to the final
inspection made by this Department. The high water alarm system shall be
installed on a separate circuit from the pump system and all the electrical
connections shall be installed according to approved plans and specifications.
(Glen Davis, P.E.)
In addition the manhole riser of the pump tank shall be at least 6"
above finished grade.
D. Distribution Field or LPP System
From the pump Tank the monifold lines shall be sized
Phase I 4" PVC Sch 40 or equal ABS ASTM D-2680
Phase II 3" PVC Sch 40 or equal ABS ASTM D-70
Phase III 3" PVC Sch 40-or equal ABS ASTM D-70
Size of each field is as follows:
Phase I
.Dual Fields for a total of 8000 square feet or an area of
100' X 851. The total linear feet of 14" PVC pipe is 1700'
with 20 - 85' laterals. 3/16" diameter hole on 5' centers.
Phase II
Dual Fields for a total of 4800 square feet or an area of
60' X 85'. The total linear feet of 14" PVC pipe is 1020'
with 12 - 85' laterals 3/16" diameter holes with 5' centers
are to be used.

' IMPROVEMENTS PERMIT
# 25838
Page 3
AUG 2 2 1597
C)IV!SiUl•i. CF
COASTAL 10A!rA6EIvIENT
Phase III
Dual Fields fora total of 6400 square feet or an area
85' X 80'. The total linear feet of 14' PVC pipe is 1360'
with 16 - 85' laterals 3/16" diameter holes space 5' centers
are to be used.
E. Repair Area
Approximately 4900 square feet shall be designated as repair
area for Phase II. This area is adjacent to the actual disposal
site. The other repair area is'designated 14,300 square feet of
which is located adjacent to the Building I and III. This area,
half of which is an elevation of 6'; however, prior to the issuance
of the operation permit for Phase III, the repair area shall be
filled and leveled to an elevation of 6'. This area must remain
"Green" with no driveway, structures, or other impervious materials.
As noted the plans and specifications have been approved with provisos
by the Department of Human Resources, Division of Health Services,
Environmental Health Section.
The approved plans and specifications have been included as part of the
Improvements Permit. All documents such as'Specifications for wastewater
Disposal System," 'Operation and Maintenance Procedures Septic Tank System
with Low Pressure Nitrification System" (Glen Davis, P.E.) and the general
plot plan will become a part of the Improvements Permit.
Additional conditions shall be required prior to the issuance of the
of the "Operation Permit" for each phase are as follows:.
1. The Tri-party agreement properly.recorded along with,
2. Final draft of the Bylaws and Articles of Incorporation of
Southern Shores Villas Phases I, II, III,
(Proof of filing shall be submitted to the Brunswick County
Health Department.)
3. A pre -construction conference shall be held on -site to be attended
by representative(s) of the -Brunswick County Health Department and
or Division of Health Services, the project engineer and the system
installer prior to the start of construction of thsi system. (Give
at least 10 days notice to'the Health Department prior to this
conference.)
4. The Brunswick County Health Department shall be notified at least
48 hours in advance of backfilling of all installed collection,
treatment, and disposal system components.
5. Before the operation permit for this system can be issued or any
of the proposed condominium units are occupied:

IMPROVEMENTS PERMIT
# 25838
Page 4
a. The design engineer shall certify
County Health Department that the
accordance eith his approved plans
b. All conditions of the Improvements
6. General requirements and conditions:
Z
AUG 2 2 1997 -'
DIVfz:fUN CF
COAST L IVfl�,i� GGiJ�EI�iT
in writing to the �runswHck
system has been installed in
and specifications.
Permit are complied with.
a. The permit shall become null and void unless the facilities are
constructed in accordance with approved plans and specifications
and associated legal agreements for this project.
b. This permit is effective only with respect to the specified
number of units and bedrooms and the nature and volume of waste
described in the permit application and other supportive data.
Sincerely,
CD.
Joh D. Crowder, III, R.S.
Envi nmental Health Supervisor
JDC/eyg
Enclosure
cc: Charles Jackson
Robert llebl er
Stephen Berkowitz
Glen Davis
As the Developer/contractor, I, we, agree to meet the conditions and
requirements of this permit and I/we understand that this permit will
become null and void at such time any changes are made without the specific
written approval fo the Brunswick County Heath Department.
- 6K
My commission expires the -31ri-- day of I in the year 1?FY.
7 J-�_.-- e �
Date
& YYq
N ary Public