SW8040740_HISTORICAL FILE_20070516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 01 0 5 IlD
YYYYMMDD

r -
E WATF
Michael F. Easley, Governor
0 Y William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
� 1
O < Alan W. Klimek, P.E. Director
Division of Water Quality
May 16, 2007
Samuel N. Varnam, Managing Member
Tidal Ventures, LLC
1574 Monster Buck Estates
Supply, NC 28462
Subject: Stormwater Permit No. SW8 040740MOD
Riverside Drive
High Density Subdivision Project
Brunswick County
Dear Mr. Varnam:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Riverside Drive on May 8, 2007. 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 040740MOD dated May
16, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until May 16, 2017, 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 150E 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 Chris Baker, or me at (910) 796-721.5.
Sin ely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb: S:\WQS\STORMWAT\PERMIT\040740MOD.may07
cc: Elizabeth Nelson, P.E., Bowman Design and Engineering Services, PA
Brunswick County Building Inspections
Chris Baker
Wilmington Regional Office
Central Files
N�One lrCaro ina
�vatura)ly
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwatergualttv.ora Location: N. 512 Salisbury SI. Raleigh, NC 27604 Fax [phone]
An Equal OpponunitylA(firmafive Action Employer — 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 040740MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Samuel N. Varnam and Tidal Ventures, LLC
Riverside Drive
Riverside Drive, Brunswick County
FOR THE
construction, operation and maintenance of Five (5) underground infiltration trenches in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 16, 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 1.7 on page 3 of this permit. The subdivision is
permitted for 68 lots, each allowed 2,250 square feet of built -upon area.
3. The stormwater control has been designed to handle the runoff from a total of
212,104 square feet of impervious area. The infiltration trench must be operated
with a 50' vegetated filter.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
5. 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.
6. The runoff from all built -upon area within,the permitted drainage areas of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 040740MOD
The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
Infiltration
Trench
stem
1
#2
#3
#45
a. Drainage
2.05
0.32
1.13
3.86
0.87
Area acres
OO ite
89,497
18
68 34
69
20one1
te, ft
one
one
b. Total
Impervious
40,517
11,815
38,065
110,297
11,411
Surfaces,ft2
c. Design
Storm, inches
1.5
1.5
1.5
1.5
1.5
d. Trench
Dimensions, L
410 x 13 x
135 x 13 x
..
1,505 x 13
132 x 13
xWxH,ft
2
1.67
x 1.33
1.67
e. Perforated
Pipe Dia., in. /
12 / 2,460
12 / 810
10 / 4,140
10 / 12,040
12 / 792
Length, ft
f. Bottom
Elevation,
2
2
2
2
2
FMSL
g. Bypass
Weir
Elevation,
4
3.67
3.33
3.33
3.67
FMSL
h. Permitted
Storage
5,124
1,453
4,616
13,481
1,421
Volume, ft3
i. Type of
Soil
Newhan
J. Expected
Infiltration
8
8
8
8
8
Rate in/hr
Seasona
Hi. Water
0
0
0
0
0
Table, FMSL
(.Time to Draw
1.24
1.03
1.03
1.21
1.44
Down, hours
m. Receiving
Stream/River
Jinks Creek
Basin
n. Stream
15 25-9
Index Number
o.
Classification
SA;HQW
of Water Body
* Trench #3 consists of 4 sections (3A-3D). Section 3A dimensions are 139' x 8' x
1.33' (L x W x H), section 3B dimensions are 8 ' x 13' x 1.33', section 3C dimensions
are 153' x 8' x 1.33', and section 3D dimensions are 250' x 13' x 1.33'.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 040740MOD
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 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.
4. 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.
5. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, 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.
6. 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.
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 to
desigper 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.
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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 040740MOD
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all proper owned by the permittee,
for which Sedimentation and Erosion Control Ian approval or a CAMA
Major permit was sousht.
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 ermittee 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.
13. 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 040740MOD, as
issued by the Division of Water Quality under NCAC 2H.1000.
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.
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 2,250 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.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
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 extra measures.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 040740MOD
Built -upon area in excess of the permitted amount will require a permit
modification.
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.
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 16th day of May, 2007.
NORP CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 040740MOD
Riverside Drive
Stormwater Permit No.
Brunswick Countv
SW8 040740MOD
Designer's Certification
I, , as
in the State of North Carolina, having be
full time) the construction of the project,
(Project)
for
a duly registered
m authorized to observe (periodically/ weekly/
:t Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 040740MOD
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
Brunswick County Building Inspections
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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):
Tidal Ventures. LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Samuel N. Varnam, Managing Member
3. Mailing Address for person listed in item 2 above:
1574 Monster Buck Estates
City: Supply
Telephone Number: [phone]
State: NC
Zip: 28462
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.): .
Riverside Drive
5. Location of Project (street address):
Riverside Drive.
City: Sunset Beach County: Brunswick
6. Directions to project (from nearest major intersection):
From the intersection of NC 904 and NC 179 in Sunset Beach, travel southwest on NC 179 for approx 1.9
miles. Continue south on Sunset Blvd for appx 4695 ft. Turn left on Northshore Drive east. Travel east for
550 ft. Site is at the end of Northshore Drive.
7. Latitude: 33°52:35'
Longitude: 78030.22'
8. Contact person who can answer questions about the project:
of project
Name: Elizabeth M. Nelson Telephone Number: [phone]
III9U;7uIIIaION1 Li)3kyj01ce)ZA
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of

1. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SWS O40740 and its issue date (if known) February 10, 2005
3. Specify the type of project (check one):
_Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
X CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
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.
Stormwater runoff will flow into an infiltration system
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Project Area: 38.67 acres
5. How many drainage areas does the project have?
4. Project Built Upon Area: 12.59 %
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
; y Drainage Area+1�3
,` .'
, ': ,,; DAftO TRENCH'1"
Receiving Stream Name
Jails Creek to Atlantic Ocean
Jiils Creek to Atlantic Ocean
Receiving Stream Class
SA; HQW
SA; HQW
Drainage Area
342,553 SF or 7.84 AC
89,497 SF or 2.05 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
212,104 SF or 4.87 AC
40,517 SF or 0.93 AC
% Impervious* Area (total)
62%
45.3%
JmperSiot's* Surface Area :.;
a ,Drainage; Area, l�
`(; t . `'..
l` ... `„DA TO TRENCI3.1 ° w
On -site Buildings
On -site Streets
59,104 SF or 1.36 AC
13,517SF or 0.31 AC
On -site Parking
On -site Sidewalks
Other on -site (Lot Allocation)
153,0W SF or 3.51 AC
27,000 SF or 0.62 AC
Off -site
Total: 212,104 SF or 4.87 AC
Total: 40,517 SF or 0.93 AC
* 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 4

$asimWormation..''
DA TO TRENCH'2 ,
,' DA TO TRENCH.3'
Receiving Stream Name
Jinlz Creek to Atlantic Ocean
Jinls Creek to Atlantic Ocean
Receiving Stream Class
SA; HQW
SA; HQW
Drainage Area
13,836 SF or 032 AC
49,184 SF or 1.13 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
11,915 SF or 027 AC
38,065 SF or 0.87 AC
% Impervious* Area (total)
85%
77%
llmpervious* Sii ace ¢rea: ' ;._ ,
':, 'o DA TO:.I NCH 2rtSl ,, ;.
, '. D`A TO TRENCHr3 ,
On -site Buildings
On -site Streets
2,815 SF or 0.06 AC
11,065 SF or 025 AC
On -site Parking
On -site Sidewalks
Other on -site (Lot Allocation)
9,000 SF or 021 AC
27,000 SF or 0.62 AC
Off -site
Total: 11,815 SF or .027 AC
Total: 38,065 SF or 0.87 AC
Basin Information -;
t DA,TO TRENCH�4 n' , _
DA PYTRENCH 3,.,
' g
Receiving Stream Name
Jinls Creek to Atlantic Ocean
mis
J' Creek to Atlantic Ocean
Receiving Stream Class
SA; HQW
SA; HQW
Drainage Area
168,344 SF or 3.86 AC
20,691 SF or 0.48 AC
Existing Impervious* Area
0
0
Proposed Impervious*Area
110,297 SF or 2.53 AC
11,411 SF or 026 AC
% Impervious* Area (total)
66%
55%
Impervious* Surface Area ' .'.
DA TO TRENCH"4,,j! „
° .'°DPi TO'.TRENCH 5
On -site Buildings
On -site Streets
29297 SF or 0.67 AC
2,411 SF or 0.05 AC
On -site Parking
On -site Sidewalks
Other on -site (Lot Allocation)
81,000 SF or 1.86 AC
9,000 SF or 021 AC
Off -site
Total: 110,297 SF or 2.53 AC
Total: 11,411 SF or 0.26 AC

7. How was the off -site impervious area listed above derived? NA
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 a imen d ensure ongoing compliance with state stormwater management permit
number � G✓ $ O rf D % as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
1. 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 ofswimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess ofthe permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102 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-l07 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SW-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items fisted 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/Proj ect 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)
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): Bowman Design and Engineering Services, PA
Mailing Address: Post Office Box 748
City:
State: NC Zip: 28459
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2),�L
certify that the informatigg included on this permit application form is, to the best of my knowledge, correct and
that the project will be tructed in conformance with the approved plans, that the required deed restrictions
and protective cov will be recorded/atAthat the proposed project complies with the requirements of I SA
NCAC 2H
Date:-
Form SWU-101 Version 3.99 Page 4 of

®�A r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
May 18, 2007
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:,
Charles S. Jones, Director
EXPRESS PERMIT
Linda Lewis
Division of Water Quality
Jason Dail
Express Permits Coordinator
CAMA Permit Application Review
William G. Ross Jr., Secretary
Tidal Ventures, LLC c/o Sammy Varnum for Riverside Drive
Project Location: Riverside Drive, adjacent to an unnamed canal and Jinks Creek, in Sunset
Beach, Brunswick County.
Proposed Project: To expand the access road install utilities, construct a stormwater
infiltration system, and a 6' x 230' boardwalk to access a hummock on the
northern side of the peninsula.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 6/11/07. If you have any questions regarding the proposed project, please
contact Jason Dail at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNEDDATEy `l'U_
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr. state. nc. us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper

BOWMAN DESIGN
& ENGINEERING
f
SERVICES, PA
143 Holden Beach Road, Suite 3, PO Box 748, Shallotte, North Carolina 28459
Phone:[phone] Fax:[phone]
TO: Chris Baker
NCDENR, Division of Water Quality
127 Cardinal. Drive Extension
Wilmington,
SUBJECT:
GENTLEMEN:
DATE: 5/15/07
PROJECT: 0324 — Riverside Drive
We are sending you: [X ] Attached or Enclosed [ ] Under Separate Cover
Via: mail , the following items:
[ ] Plans [ ] Contract Documents [ ] Specifications [X ] Shop Drawings
[ ] Samples [ ] Copy of Letter [ ] Reproducibles [ ] Computer Disk
[X] Other Certified Mail Receipts
Sheet I2,W No. Copies Date Sheet or Item Description
1RA0JAGE AQEIAMAP I aCI1Z&;?
These are Transmitted as Checked Below:
[ X ] As Requested [ ] For Your Use [ )For Approval [ ] Approved as Submitted
[ ] Approved as Noted [ ] Comments [ ] For Your Information [ ] Rejected
[ ] Submit Additional Copies [ ] Resubmit For Approval
REMARKS:
10'6IgSE �'1vE 62QE-iu t^ D �ECf/PTS 7a
�f}SoN JAM
�14A49
Eli eth Nelson, PE
cc: File: 0324 — Riverside Drive

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BOWMAN DESIGN
_ & ENGINEERING
SERVICES, PA
143 Holden Beach Road,, Suite 3, PO Box 748, Shallone, North Carolina 28459
Phone:[phone] Fax:[phone]
April 19, 2007
Chris Baker
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Riverside Drive
Sunset Beach, Brunswick County
Express Submittal, for a high density subdivision
Dear Chris:
Enclosed for your review and approval are the following documents:
1. One (1) original and one (1) copy of the Stormwater Management Permit
Application.
2. One (1) copy each of the ten (10) Infiltration Supplements.
3. One (1) copy of the Design Calculations.
4. One (1) copy of the Project Narrative.
5. One (1) copy of the Proposed Deed Restrictions.
6. Two (2) copies of the Design Plans, Sheets Cl through C4 and C7.
7. A check in the amount of $4600 to cover the required application fee.
If you have any questions or require any additional information, please contact me
at our Shallotte office.
Sincerely,
El' eth Nelson, PE
Enclosures
cc: Mr. Sammy Varnam
File: Riverside Drive (0324)

SOSID: 741924
Date Filed: 9/3/2004 8:06:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200424600233
State of North Carolina
Department of the Secretary of State
Limited Liability Company
Articles of Organization
Pursuant to Section 57C-2-20 of the General Statues of North Carolina, the undersigned
does hereby submit these Articles of Organization for the purpose of forming a limited
liability company.
The name of the limited liability company is Tidal Ventures, LLC.
2. The latest date on which the limited liability company is to dissolve is
December 31, 2050.
3. The name and address of each person executing these articles of organization
is as follows: Gregory Stuart Gore
1350 Hickman Rd. NW
Calabash, NC 28467
CSamuel.Nei1 Varnam7
1574 Monster Buck Estates
Supply, NC 28462
4. The street address and county of the initial registered office of the limited
liability company is: 1350 Hickman Rd. NW
Calabash, NC 28467
County of Brunswick
5. The mailing address of the initial registered office is: 1350 Hickman Rd NW
Calabash, NC 28467
6. The name of the initial registered agent is: Gregory Stuart Gore.
Check one of the following:
_X i. Member -managed LLC: all members by virtue of their status as
members shall be managers of this liability company.
ii. Manager -managed LLC: except as provided by N.C.G.S. Section
57C-3-20(a), the members of this limited liability company shall not be
managers by virtue of their status as members.
8. Any other provisions which the limited liability company elects to include are
attached.

rid
These articles will be effective upon filing, unless a date and/or time is
specified.
This is the /St day of September, 2004.
Grep ;+ touaart Gore (Organizer and Member)
fir_., rE�Y/G4l - lV-G�LY7[bSy_J�
Samuel Neil Varnam (Organizer and Member)
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
J, a Notary Public of said County and State, do hereby certify that
/. QegY* 5fkcw. Dare', t1 nri Saw-ue I KeI I �jjy narn
persdfialappeared before me this day and acknowledged the execution of the foregoing
instrument. Witness my hand and official seal or stamp, this 154' day of 5pnfehLbeq
2004
LA WAYNE Mc
NOTARY PUBLIC
my cwffmwn
My Commission expires: jj gq-0jc�

LUMBER RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Jackson Branch
LBR53
14-22-3-7
I23NW2
C;Sw
Jackson Creek (Curries Pond)
LBR50
14-2-5
G20NW3
WS-II;HQW
Jackson Swamp
LBR53
14-22-10
I23NW8
C;Sw
Jacob Swamp (Jacob Branch)
LBR51
14-17
I22SE1
C;Sw
Jacob Swamp (Warwick Millpond, Carolina Power
LBR51
14-16
I23SW1
C;Sw
and Light Company Cooling Lake)
Jacob Swamp (Warwick Millpond, Carolina Power
LBR53
14-16
I23SW1
C;Sw
and Light Company Cooling Lake)
Jinke Cree LBR59 I5=25=9- L25NW7 GA,HQw�
Jinnys Branch
LBR59
15-25-2-16-1-(1)
L25NW5
C;Sw
Jinnys Branch
LBR59
15-25-2-16-1-(1.5)
L25NW8
C;Sw,HQW
Jinnys Branch
LBR59
15-25-2-16-1-(2)
L25NW6
SA;HQW
Jockey Branch
LBR56
15-3-5
J24SE4
C;Sw
Joss Creek (Guinns Mill Pond)
LBR55
14-32-14
H20NE7
C;Sw
Jordan Creek
LBR55
14-34-4-(2)
H21NW7
C;Sw
Jordan Creek [Monroe Mill Pond (Lake Andrews))
LBR55
14-34-4-(1)
H20NE6
B;Sw
Jordan Swamp
LBR51
14-5-1
H21SE3
C
Jowers Branch
LBR55
14-34-8
I21NE1
C;Sw
Juniper Branch
LBR52
14-10-2
H22SW6
C;Sw
Juniper Branch
LBR53
14-22-2-0.7
H22NW9
C;Sw
Juniper Creek
LBR58
15-4-8-3
J23SE6
C;Sw
Juniper Creek
LBR57
15-7
K25SE1
C;Sw
Juniper Creek (McNair Pond)
LBR55
14-34-4-3
H21NW4
C;Sw
Juniper Swamp
LBR57
15-17-1-11
K23SE6
C;Sw
Kersey Branch
LBR51
14-9-4
I22NE7
WS-IV;Sw
Kilbart Slough
LBR59
15-25-4
L25NWB
SA;HQW
Kingsbesry Creek
LBR55
14-32-14-1
H20NW9
C;Sw
Lake Waccamaw
LBR56
15-2
J24SE9
B;Sw,ORW
Lamb Branch
LBR58
15-4-1-1-2-2-1
I24SE9
C;Sw
Lebanon Branch
LBR57
15-17-1-12-1-6
K24NW1
C;Sw
Lee Pond
LBR51
14-16-4
I23SW1
C;Sw
Lees Branch
LBR53
14-22-3-9
I23NW2
C;Sw
Leith Creek (Johns Pond)
LBR55
14-33
H21SW4
C;Sw
Leonard Branch
LBR57
15-7-4
K25SW2
C;Sw
Lewis Mill Branch
LBR53
14-22-4
I23NE4
C;Sw
Little Back Swamp
LBR51
14-8-4
I22SW2
WS-IV;Sw
Little Bear Swamp
LBR51
14-9-1
I22NW1
C;Sw
Little Bull Branch
LBR55
14-33-4-1
I21NWB
C;Sw
Little Burnt Swamp
LBR52
14-10-8-4-1
I22NW3
WS-IV;Sw
Little Cawcaw Swamp
LBR57
15-23-1
L24NE5
C;Sw
Little Cowpen Branch
LBR54
14-30-11-2-2
J22NW9
B;Sw
Little Creek
LBR50
14-2-17
G21SW9
C
Little Creek
LBR56
15-2-3
J25SW4
C;Sw:.
Little Doe Creek
LBR59
15-25-1-13-1
L25NE2
C;Sw,HQW
LittleFresh Water Branch
LBR51
14-31-2-1
J23SW8
C;Sw
Little Hog Swamp
LBR54
14-30-7-1
I22SE5
C;Sw
Little Horseshoe Swamp
LBR58
15-4-1-1-2-2-2
J24NE3
C;Sw
Little Indian Swamp
LBR54
14-30-8-2
J22NE3
C;Sw
Little Jacob Branch
LBR51
14-17-1
I22SE2
C;Sw
Little Juniper Branch
LBR51
14-5-2
I22NW1
C
Little Juniper Creek
LBR55
14-34-4-3-6
H21SW2
C;Sw
Little Marsh Swamp
LBR53
14-22-1-3
H22NE4
C;Sw
Little Middle Swamp
LBR52
14-30-1.7
H22NW7
C;Sw
Little Muddy Branch
LBR57
15-7-2-1
K25SW3
C;Sw
Page 6 of 12

n
BOWMAN DESIGN
4-1 & ENGINEERING
SERVICES, PA
143 Holden Beach Road, Suite 3, PO Box 748, Shallotte, North Carolina 28459
Phone:[phone] Fax [phone]
May 3, 2607
Chris Baker ,
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845 7BY:
CEI
Subject: Riverside Drive 0 7 2007
Sunset Beach, Brunswick County
Additional information requested
Dear Chris:
Per our telephone conversation, enclosed is the following revisions requested.
1. The plans have been revised to adjust the rim elevations of the catch basins to
utilize the entire capacity of the trench systems.
2. Trenches 4, 5 and 6 have been revised to provide a separation between trenches.
The revised trenches are now trenches 4 and 5. The revised Drainage Area Table
supplement for the General application is enclosed to reflect this change. In
addition, revised supplements for trenches 4 and 5 and the corresponding revised
calculations are enclosed.
3. Trench 3A, 3C supplement and Trench 313, 3D have been replaced with one
supplement for Trench 3. The revised trench supplement is enclosed.
If you have any questions or require any additional information, please contact me
at our Shallotte office.
Sincerely,
�V
Elizabeth Nelson, PE
Enclosures: Design Plans, 2 copies: Cover, Cl-C4, C7
Drainage Area Table supplement for General application
Calculations, Revised May 2007, Trench 4 and 5
Trench Supplements for Trenches 3, 4 and 5
cc: File: Riverside Drive (0324)

Riverside Drive
BRUNSWICK COUNTY, NC
CALCULATIONS
AND
SUPPORTING MATERIAL
FOR
STORMWATER DESIGN
Revised May 2007
SEAL
030507
Prepared by:
BOWMAN DESIGN
& ENGINEERING
SERVICES, PA
143 Holden Beach Road, Suite 3
PO Box 748
Shallotte, North Carolina 28459
Phone:[phone] Fax:[phone]

Riverside Drive
BRUNSWICK COUNTY, NC
CALCULATIONS
AND
SUPPORTING MATERIAL
FOR
STORMWATER DESIGN
April .2007
Prepared by:
el-I1BOWMAN DESIGN
& ENGINEERING
�
SERVICES, PA.
143 Holden Beach Road, Suite 3
PO Box 748
Shallotte, North Carolina 28459
Phone:[phone] Fax:[phone]

vil
RIVERSIDE DRIVE
SITE-\
904
SUNSET BEACH
VICINITY MAP
NOT TO SCALE

SF
AC
SWPROJECT BOUNDARY
341,553
7.84
ROAD BUA
57,946
L33
ROAD + OFFSITE DW BUA
59,104
L36
LOT ALLOCATION
153,000
3.51
TOTAL IMPERVIOUS
212,104
4.87
% IMPERVIOUS
62%
LOT #
BUA
ALLOCATION
SF
OFFSITE
DRIVEWAY (2'
STRIPS SF
LOT #(SF)STRIPS
BUA
ALLOCATION
OFFSITE
DRIVEWAY (2'
SF
27
2,250
0
61
2,250
0
28
2,250
0
62
2,250
0
29
2,250
150
63
2,250
0
30
2,250
175
64
0
31
2,250
200
65
0
32
2,250
200
66
0
33
2,250
220
67
W250
0
34
2,250
153
68
0
35
2,250
60
69
0
36
2,250
0
70
0
37
2250
0
71
2,250
0
38
2,250
0
72
2,250
0
39
2,250
0
73
2,250
0
40
2,250
0
74
2250
0
41
2250
0
75
2,250
0
42
2,250
0
76
2,250
0
43
2,250
0
77
2,250
0
44
2250
0
78
2,250
0
45
2250
0
79
2,250
0
46
2,250
0
80
2,250
0
47
2,250
0
81
2,250
0
48
2,250
0
82
2,250
0
49
2,250
0
83
2,250
0
50
2,250
0
84
2,250
0
51
2,250
0
85
2,250
0
52
2,250
0
86
2,250
0
53
2,250
0
87
2,250
0
54
2,250
0
88
2,2500158
55
2,250
0
89
2,250
56
2,250
0
90
2,250
57
2,250
0
91
2,250
58
2 50
0
92
2250
59
2,253
0
93
2 250
60
2,250
0
94
2 50
153,000

STORMWATER INFILTRATION TRENCH DESIGN CALCULATION
TRENCH 1
LOTS 27-38
AREA INFORMATION
Drainage Areal89497 SF
Impervious Are 40517 SF
Percent Impervious 45:27 %
Soil Type NEWHAN
Infiltration Rate 0.13 IN / MIN
Infiltration Rate 8 IN / HR
Existing Ground Elevation 6 FT
SHWT Elevation 1.42 FT
Design Storml 1.5 IN
Rv Value 0:46 FT
Volume Required 5118 CF
TRENCH 1
Perforated Pipe ID 12.15 IN
Perforated Pipe OD 14.45 IN
Trench Width 13.00 FT
Trench Height 2.00 FT
Number of Pipes in Trenchl 6
Void Ratio (WASHED STONE) 0:4
Volume per Linear Foot for Stone 7.667 CIF
Volume per Linear Foot for all Pipes 4.831 CIF
Volume Per Linear Foot for Trench 12.498 CIF
Total Volume Provide 5724 CIF
Required VS. Provided Volume OK
Drawdown Time 1.442 HOURS
Drawdown Time Below 5 Daysl OK
IMPERVIOUS DATA
27000 Lot Allocation
12359 Road
1158 DWs in Common Area
40617 Total
BED 1
Number Trenches
LengththRequired 410 FT
Width of each Trench 13.00 FT
Height of each Trench 24.00 IN
Volume Provided 5124.1 CF
Distance from SHWT to. Ground
SHWT to Bottom of Trench
Trench Height
Minimum Dirt of trench
54 inches
24 in
24.00 in
6 in
Rev.4/18/2007

STORMWATER INFILTRATION TRENCH DESIGN CALCULATION
TRENCH 2
LOTS 39-42
TRENCH 2
AREA INFORMATION
Drainage AreaL 138W SF
Impervious Areal11815 SF
Percent Imperviousl 85.39 %
Soil Type NEWHAN
Infiltration Rate 0.13 IN / MIN
Infiltration Rate 8 IN / HR
Existing Ground Elevation 6 FT
SHWT Elevation 1.42 FT
Design Storm 1.5 IN
Rv Value 0.82 FT
Volume Requiredl 1416 CF
Perforated Pipe ID
12.15
IN
Perforated Pipe OD
14.45
IN
Trench Width
13.00
FT
Trench Heighl
1.67
FT
Number of Pipes in Trenchl 6
Void Ratio (WASHED STONE)l 0.4
Volume per Linear Foot for Stone 5.933 CF
Volume per Linear Foot for all Pipes 4.831 CF
Volume Per Linear Foot for Trench 10.764 CF
Total Volume Providedl 1453 CF
Required VS. Provided Volume OK ' +v
Drawdown Time 1.242 HOURS
Drawdown Time Below 5 Days OK
IMPERVIOUS DATA
9000 Lot Allocation
2815 Road
0 DWe in Common Area
11815 Total
BED 1
Number of Trenches
Length Required 135 FT
Width of each Trench 13.00 FT
Height of each Trench 20.00 IN
Volume Provided 1453.2 CF
Distance from SHWT to Ground
SHWT to Bottom of Trench
Trench Height
Minimum Dirt of trench
50 inches
24 in
20.00 in
6 in
Rev.4/18/2007

STORMWATER INFILTRATION TRENCH DESIGN CALCULATION
TRENCH 3
LOTS 43-54
AREA INFORMATION
Drainage Areal
"l49184 SF
Impervious Are SF
Percent Impervious 77.39 %
Soil Type NEWHAN
Infiltration Rate 0.13 IN/MIN
Infiltration Rate 8 IN / HR
Existing Ground Elevation 4 FT
SHWT Elevation 0 FT
Design Storm 1.5 IN
Rv Value 0.75 FT
Volume Required 4590 CF
TRENCHES 3A,3C
Perforated Pipe ID
9.90
IN
Perforated Pipe OD
11.36
IN
Trench Width
8.00
FT
Trench Heigh
1.33
FT
Number of Pipes in Trench0
Void Ratio (WASHED STONE) 0.4
Volume per Linear Foot for Stone 2.859 CF
Volume per Linear Foot for all Pipes 2.673 CF
Volume Per. Linear Foot for Trench 5.532 CF
Total Volume Provided 1815 CF
TRENCHES 3B, 3D
Perforated Pipe ID
9.90
IN
Perforated Pipe OD
11.36
IN
Trench Width
13.00
FT
Trench Heigh
1.33
FT
Number of Pipes in Trench®
Void Ratio (WASHED STONE) 0.4
Volume per Linear Foot for Stone 4.681 CF
Volume per Linear Foot for all Pipes 4.276 CF
Volume Per Linear Foot for Trench 8.957 CF
Total Volume Provided 3001 CF
TOTAL FOR TRENCHES 3A-3D 4616 CF
Required VS. Provided Volume OK
Drawdown Time 1.037 HOURS
IMPERVIOUS DATA
127000 Lot Allocation
11065 Road
0 DWs In Common Area
38065 Total
BED 1
Number of Trenches 1
Length Required 292 FT
Width of each Trench 8.00 FT
Height of each Trench 16.00 IN
Volume Provided 1615.3 CF
Distance from SHWT to Ground
46 inches
SHWT to Bottom of Trench
24 in
Trench Height
16.00 In
Minimum Dirt of trench
6 in
BED 2
Number of Trenches 1
Length Requirecil 335 FT
Widthof each Trench 13.00 FT
Height of each Trench 16.00 IN
Volume Provided 3000.8 CF
Distance trom SHWT to Ground
46 inches
SHWT to Bottom of Trench
24 in
Trench Height
16.00 in
Minimum Dirt of trench
6 in
Drawdown Time Below 5 Days - 'OK
Rev.4/18/2007

STORMWATER INFILTRATION TRENCH DESIGN CALCULATION
TRENCH 4
LOTS 55-90
AREA INFORMATION
Drainage AreN 168344 SF
Impervious Are 110297 SF
Percent Impervious 65.52 %
Soil Type NEWHAN
Infiltration Rate 0.13 IN / MIN
Infiltration Rate 8 IN / HR
Existing Ground Elevation 4 FT
SHWT Elevation 0 FT
Design Storm 1.5 IN
Rv Value 0.64 FT
Volume Required 13461 CF
TRENCH 4
Perforated Pipe ID
9.90
IN
Perforated Pipe OD
11.36
IN
Trench Width
13.00
FT
Trench Heigh
1.33
FT
Number of Pipes in Trench0
Void Ratio (WASHED STONE) 0.4
Volume per Linear Foot for Stone 4.681 CF
Volume per Linear Foot for all Pipes 4.276 CF
Volume Per Linear Foot for Trench 8.957 CF
Total Volume Provided 13481 CF
Required VS. Provided Volume OK
Drawdown Time 1.034 HOURS
Drawdown Time Below 5 Days OK
DATA
Lot Allocation
In Common Area
BED 2
Number of Trenches
Length Required 1505 FT
Width of each Trench 13.00 FT
Height of each Trench 16.00 IN
Volume Provided 13481.0 CF
Distance from SHWT to Ground
SHWT to Bottom of Trench
Trench Height
Minimum Dirt of trench
46 inches
24 in
16.00 in
6 in
Rev.5/3/2007

STORMWATER INFILTRATION TRENCH DESIGN CALCULATION
TRENCH 5
LOTS 91-94
AREA INFORMATION
Drainage AreaL 206911 SF
Impervious Areal11411 SF
Percent Impervious 55.15 %
Soil Type NEWHAN
Infiltration Rate 0.13 IN / MIN
Infiltration Rate 6 IN / HR
Existing Ground Elevation 4 FT
SHWT Elevation 0 FT
Design Storml 1.5 IN
Rv Value 0.55 FT
Volume Required 1413 CF
TRENCH 5
Perforated Pipe ID 12.15 IN
Perforated Pipe,OD 14.45 IN
Trench Width 13.00 FT
Trench Haight 1.67 FT
Number of Pipes in Trenchl 6
Void Ratio (WASHED STONE)-D
Volume per Linear Foot for Stone 5.933 CF
Volume per Linear Foot for all Pipes 4.831 CF
Volume Per Linear Foot for Trench 10.764 CF
Total Volume Providedl 1421 CF
Required VS. Provided Volume OK
Drawdown Time 1.242 HOURS
Drawdown Time Below 5 Days OK '
IMPERVIOUS DATA
19000 Lot Allocation
2411 Road
0 DWs in Common Area
11411 Total
BED 1
Number of Trenches
Length Required 132 FT
Width of each Trench 13.00 FT
Height of each Trench 20.00 IN
Volume Provided 1420.9 CF
Distance from SHWT to Ground 50 inches
SHWT to, Bottom of Trench 24 in
Trench Height 20.00 in
Minimum Dirt of trench 6 in
Rev.5/3/2007

STORMWATER NARRATIVE
for
Riverside Drive
Sunset Beach; Brunswick County, NC
Tidal Ventures is proposing to develop property located on the east end of Sunset Beach. The property
consists of 38-acres upland of mean high water with 10-acres of that landward of coastal vegetation. The
property is currently an undeveloped beach tract, consisting mostly of beach vegetation. The
development includes the construction of a road, a bulkhead and the installation of water and sewer. The
water and sewer are to be provided by the Town of Sunset Beach.
There is an existing Stormwater Permit (SW8 040740) that was issued for this property February 10,
2005. The permit was approved assuming that the property will be less than twenty-five (25) percent
impervious and the stormwater from these impervious areas will sheet flow off the property. The
developer proposed to modify the existing SW permit to a high density permit. The stormwater will be
directed to an infiltration system designed to collect the first 1 %" of rain.
Tidal Ventures already has an Erosion Control Permit dated November 30, 2004 (Bruns-2005-160).

PRCPCSED
DEED RESTRICTIONS
AND PROTECTIVE COVE NTANTS
For
RIVERSIDE DRIVE
LOTS 27-94
In accordance with T'itle 15 NCAC 2I11000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions, where lots
will be subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level.
I, Mr. Sammy Vamarn, acknowledge and affirm by my signatures below that I will cause the following deed
restrictions and protective covenants to be recorded for Riverside Drive in Sunset Beach, NC prior to the
sale of anylot:
1. The following covenants are untended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under NCAC
2H1000.
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 for lots 27-94 is 2,250 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, and coquina, built does not
include raised, open wood decking, or the water surface of swimming pools.
7. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the development
except for average driveway crossing, is strictly prohibited by any persons.
8. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters.
9. All roof drains shall terminate at least 30' from the mean high watermark of surface waters.
10. "Lou within CAMA's Area of Environmental Concem may have the permitted maximum built -upon
area reduced due to CAMA jurisdiction with the AEC"
11. All runoff from the built -upon areas o the lot must drain into the permitted system This may be
accomplished through providing roof drain gutters which drain to the street, roof drain gutters which
connect to the catch basin located on the lot line of the subject parcel, grading the lot to drain toward
the street, or grading perimeter swales to collect lot runoff and directing them into the stormwater
system or into the street. Lots that will naturally drain into the system are not required to provide these
additional measures.
Page 1 of 2

Signatrre of Owner
I. "//Ili
I, V TkI a Notary Public for the County of _� A kk- h CM,
the State of North CarolinaQterebycertifythat appeared pessonaUybefore
me this day and being duly sworn aclmowledge that the abo a statement was executed by him.
Witness by band ane, notary seal, this 1Ll-� dayof j1 2007.
SI4NATURE
My Commission Expires: I1 I q Z-O 110
Page 2 of 2

741924
Date Filed: 9/3/2004 8:06:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200424600233
State of North Carolina
Department of the Secretary of State
Limited, Liability Company
Articles of Organization
Pursuant to Section 57C-2-20 of the General Statues of North Carolina, the undersigned
does hereby submit these Articles of Organization for the purpose of forming a limited
liability company.
The name of the limited liability company is Tidal Ventures, LLC.
2. The latest date on which the limited liability company is to dissolve is
December 31, 2050.
3. The name and address of each person executing these articles of organization
is as follows: Gregory Stuart Gore
1350 Hickman Rd. NW
Calabash, NC 28467
Samuel Neil Vamam
1574 Monster Buck Estates
Supply, NC 28462
4. The street address and county of the initial registered office of the limited
liability company is: 1350 Hickman Rd. NW
Calabash, NC 28467
County of Brunswick
5. The mailing address of the initial registered office is: 1350 HickinanRd NW
Calabash, NC 28467
6. The name of the initial registered agent is: Gregory Stuart Gore.
Check one of the following:
_X i. Member -managed LLC: all members by virtue of their status as
members shall be managers of this liability company.
ii. Manager -managed LLC: except as provided by N.C.G.S. Section
57C-3-N(a), the members of this limited liability company shall not be
managers by virtue of their status as members.
8. Any other provisions which the limited liability company elects to include are
attached.

9. These articles will be effective upon filing, unless a date and/or time is
specified.
This is the 151 day of September, 2004.
Grep touarttGore (Organizer and Member)
- u1tiiL•v'.f' � /.X.tl� VGZtMft�tyl
Samuel Neil Varnam (Organizer and Member)
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
a Notary Public of said County and State, do hereby certify that
persdhall# appeared before me this day and acknowledged the execution of the foregoing
instrument. Witness my hand and official seal or stamp, this V* day of 6vK
2004.
My Commission expires:

Re: Riverside Drive Deed Restrictions
Subject: Re: Riverside Drive Deed Restrictions
From: Linda Lewis <[e-mail]>
Date: Fri, 04 Feb 2005 16:18:20 -0500
To: Chris Russell <[e-mail]>
CC: Paul Bartlett <[e-mail]>
Chris:
If you only want the road, then why does the applcation make an
allottment for the lots? The Division cannot approve a lump sum of
BUA to be allocated at some unknown date in the future. It's too
easy for the developer to sell off the lots without any BUA
restrictions.
Additionally, the application only allows for a little more than
73,000 sf for 69 lots. This equates to about 1,080 sf per lot, which
doesn't appear to be nearly enough for the usual mansion -size beach
home that is prevalent these days.
How does the applicant propose to deal with these issues?
Linda
Chris Russell wrote:
Linda,
We received your fax requesting deed restrictions for
Riverside Drive. At this time the developer is only
proposing the construction of a road and bulkhead and
does not propose any BUA for the lots. The client is
aware that a permit modification allocating BUA will
be required prior to the sale of any lots (the
statement is contained in a note on the plans). I
understand the need for deed restrictions to be
included during the permit process, but am unsure how
to handle number 6 of the deed restriction form
without this allocation being determined at this
time. Please advise how to proceed.
1 of 1 2/7/2005 11:49 AM

.Mar 07 07 04:43p
PAGE 1 OF 4
BOWMAN &
ASSOCIATES
PO Box 748, Shallotte, North Carolina 28459
Phone:[phone] Fix:910-755-6527
FAX COVER SHEET
DATE: 3/7/07
TO: Chris Baker FROM: _ Amy Aycock
Express Permit Review
PHONE: [phone] FAX: [phone]
SUBJECT: Express Permit Review for Riverside Drive
Chris,
Here is the Express Review Request that Elizabeth spoke with you about earlier this
afternoon. Please let us know if there is anything else you need from us.
Thanks,
Amy

Mar 07 07 04:43p P•2
®� 5wgayoyo
Na)MR
North Carolina Department of Environment and Natural Resources L{ 117
127 Cardinal Drive, Wilmington NC 26405 [phone] FAX (910); 350-2004
Request for Express Permit Review
RLL-IN all information below and CHECK required Permit(s). r>'1 AP
FAX or email to Cameron. Weaverftcmail-net along with a narrative and vicinity man of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
1—�IP�tTI �Tjg _'-
APPLICANT Name Sammy Varnam
Company Tidal Ventures. LLC
Address 1350 Hickman Road, NW City/State Calabash, NC Zip 28467 County Brunswick
Phone JIM 443.4245 Fax Email
PROJECT NAME Riverside Drive
PROJECT SYSTEM(S) TRIBUTARY TO Tubbs Iniet (STREAM NAME) RIVER BASIN Lumber
ENGINEERICONSULTANT Elizabeth Nelson
Company Bowman Design & Engineering Services, P.A.
Address 143 Holden Beach Road, Units 3 & 4 City/State Shallotte, NC Zip 28459 County Brunswick
Phone [phone] Fax (910) 75"527 Email [e-mail]
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; _# of stream calls; Stream Name
® STORMWA TER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter '® High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban'Waterfront
❑ LAND QUALITY
WETLANDS (401)
Check all that ann/v
❑ Erosion and Sedimentation Control Plan with
3tlandsan Property:®;Yes1❑ No
Wetlands Will Be Impacted ❑Yes ®No
404.Application in process w1USACOE [:]Yes
401 Application required ❑Yes ❑ No If Yes,
acres to be disturbed.
Isolated Wetlands on Property ❑ yes ® No
Wetland impacts: Acre(s)
ens ❑ No ❑ Buffers Impacted: Acre(s)
-Yes ❑ No
�No I Permit received from USACE []Yes ❑No
❑Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the Insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW
CAMA
LQS
401
Total Fee Amount $

Mar 07 07 04:44p
p.3
STORhMATER NARRATIVE
for
Riverside Drive
Sunset Beach, Brunswick County, NC
Tidal Ventures is proposing to develop property located on the east end of Sunset Beach. The property
consists of 38-acres upland of mean high water with 10-acres:of that landward of coastal vegetation. The
property is currently an undeveloped beach tract, consisting mostly of beach vegetation. ' The
development includes the construction of a road, a bulkhead and the installation of water with on -site
septic systems to serve 69 existing platted lots.
There is an existing Stormwater Permit (SW8 040740) that was issued for this property February 10,
2005. The permit was approved assuming that the property will be less than twenty-five (25) percent
impervious and the stormwater from these impervious areas will sheet flow off the property. The
developer proposed to modify the existing SW permit to a high density permit. The stormwater will be
directed to an infiltration system designed to collect the first I %a" of rain.
Tidal Ventures already has an Erosion Control Permit dated November 30, 2004 (Bruns-2005-160).

179
RIVERSIDE DRIVE
SITE
SUNSET BEACH

Febr21
07 04:08p
Land Management Group Inc
9104520060
e
A
`I
Y%,nC�h�
L<e�".S - � )C�-
35�-�0��
. a.
INFILTRATION SITE VISIT REQUEST
Name of the Project
Location (attach a clear vicinity
,
5
address. SR number, community, etc
r• Lb 2 2 Z007
Directions from the nearest major intersection: C-"N \moo. 11-� �'A. gg
Owner/Applicant
Consultant Name::Toti, Y. ( f.-) , \\ : o , .S
Consultant Contact Information: of t O - q6i -a - 0'J� 1 - YS,I - oo (oCS
Phone, fax, small, e� .J W �'I` -I 1v.,SR O,n
#1 #2 #3 #4 #5 #6 #7 .#S
Existing ground elev. @basin/trench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Datelrime of Soils Investigation
Summary/Comments:
31116 r2
— All-propesed-inffltratio areas and -existing, --a
ctive-utility-lines located-we pr ithin-thoposed-basin/trench—
mustbe marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
,.layermust.be provided. The soils investigation does not take the place of a soils report prepared by
an app?opriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.
Ai

ym2d��aGnar/Y%2P/ir7Q� w,f j ti%2C.
9W C#,,re Xox 2522 MAR 1 3 2007
Wd/mawrxglon, ./l'bA Vaael4�w 28402 `
00aney sa '" ya4 9": fNO-452-0001
3805 9`4O>tfdw& ,Awnf a wife f5 gaa: 940-452-0060
6iidmimy", ✓W 28403 wrate.fin .nei
March 9, 2007
Sammy Varnam
Tidal Ventures
1574 Monster Buck Est.
Supply, NC 28462
Reference: Stormwater infiltration study for the proposed Riverside Drive development near
Sunset Beach, NC.
Dear Mr. Varnam:
On Wednesday, March 07, 2007 Land Management Group, Inc. had the pleasure
of evaluating the proposed stormwater infiltration areas at the proposed Riverside Dr.
development site along with the supervision of NCDENR DWQ. The purpose of the
evaluation was to describe the soil profile, quantify the depth to the seasonal high water
table, using 4-5 foot soil pits, and to inform the project engineer of any potential
limitations of this project. Actual hydraulic conductivity measurements were not taken.
Therefore, my report will focus on suggested infiltration rates from the NC DENR DWQ
representative.
The soils at:this site are mapped as Newhan soil series soils in the Soil Survey of
Brunswick County (USDA, 1986). Actual soil pits confirm the soil to be Newhan Series
in borings 1-9 and 11-15 with pit 10 showing the Newhan Dredged complex. shown in
Appendix A, the locations of the pits are shown in Appendix C. The soil can best be
described as deep sands that formed in a series of depositional events from eolian and
marine sediments. It is expected that these soils will have high infiltration rate in excess
of 8-10 in/hr. The seasonal high water table is normally evident by observation of
redoximorphicfeatures suggesting past conditions of saturation and reduction. There is
evidence of redoximorphic features as shallow as 30" within one of the test borings of the
proposed infiltration areas. In the other borings within the infiltration areas, the seasonal
high water table was from 30" to 55" across the proposed test areas (see complete pit
notes in Appendix A). No physical water levels were recorded on March 71h. All
recorded depths are from the existing surface as noted in the pit notes. The official
published description and physical and chemical data for the Newhan soil series are
shown in Appendix!B for comparison,

In summary, LMG has performed site specific evaluation within the stormwater
infiltration area This area has soils that have a seasonal high water table that are 30" in
pit 10 the other areas that have seasonal high water tables from 36"in borings 9, 12 and
13, to a depth of 55" in borings 1 and 2 from the soil surface and an infiltration rate of up
to 10" per hour. All notes for installation and limitations to proposed basin areas are
mentioned in Appendix A, as per NC DENR representative. Please do not hesitate to
contact me if you have any questions with this report. I maybe reached at 910-452-0001,
910-471-0505 or at [e-mail] .
Sincerely,
Nick Howell
Environmental Scientist

Riverside Dr. Stonnwater
Evaluation
Pits on Site
3/7/2007
'Seasonal High
Water Table:
'Infiltration
Rate inthr.
Notes as stated by Vincent Lewis
1
55"
8 to 10
Newhan
2
55"
8 to 10
Newhan
3
50"
8 to 10
Newhan
4
42"
8 to 10
Newhan
5
42"
8 to 10
Newhan
6
45"
8 to 10
Newhan
7
40"
8 to 10
Newhan
8
40"
8 to 10
Newhan
9
36"
8 to 10
Newhan
10
30"
8 to 10
Newhan Relic Dredge Spoil material
sands
11
W.
8 to 10
Newhan
12
36"
8 to 10
Newhan
13
36"
8 to 10
Newhan
14
44"
8 to 10
Newhan
15
50"
8 to 10
Newhan
Values for rates and water table depth as stated by Vincent Lewis

Appendix B
Published Description and Chemical and Physical Properties of the Newhan Soil
Series

Will.
R'verside Dr.
Stormwater Evaluation
Test Area Map
March 7, 2007
LMG
LA�I) MA\AGCMllNl' GROUP,
En roannlrn IN C.",Omw,
Drawing By N.P.H.
Riverside Drive
Job# 30-07-083