SW8080952_Historical File_20090327

NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 27, 2009
Walter D. Brady, Managing member
Oceanside Yacht Club Development Company, Inc.
5113 B Highway 70 West
Morehead City, NC 28557
Subject: Stormwater Permit No. SW8 080952
Oceanside Yacht Club
High Density Project
Carteret County
Dear Mr. Brady:
Resources
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Oceanside Yacht Club on March 6, 2009. 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 080952, dated March 27, 2009, for the construction of
the project, Oceanside Yacht Club.
This permit shall be effective from the date of issuance until March 27, 2019, 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,
eeorgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/arl: S:IWQSISTORMWATERIPERMIT1080952.mar09
cc: Ron Cullipher, P.E.
Katrina -Marshall, Carteret County Inspections��
Heather Styron, DCM- Morehead City
Linda Lewis AmkiQEDUM131 'Of"'ice
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
D"' 11101e, /!,'a'/ (�- 7,
NonrthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 080952
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Walter D. Brady and Oceanside Yacht Club Development Company, Inc.
Oceanside Yacht Club
100 Olde Towne Yacht Club Road, Radio Island, Morehead City, Carteret County
FOR THE
construction, operation and maintenance of 3 (three; infiltration basins and three (3)
underground infiltration chamber systems, in compliance with the provisions of 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until March 27, 2019 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 1.6 on page 3 of this permit. The infiltration
systems DA-1, DA-2, DA-3, DA-4, DA-5, and DA-6 are permitted to treat the
runoff from 51,531, 56,985, 23,659, 60,298, 66,939 and 60,310 square feet of
built -upon area, respectively.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The infiltration basins and chamber systems must be operated with a 50'
vegetated filter.
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.
Page 2of8

State Stormwater Management Systems
Permit No. SW8 080952
6. The following design elements have been approved for the three infiltration
Atlantis RainTank Double Module chamber stormwater facilities. All RainTank
Double Module chambers are 26.97" L x 16.06" W x 34.65" H. The following
design elements must be provided in the system at all times.
C.
d.
e.
f.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Building, ft2: 2.
Roads/Parking, ft2:
Other, ft .
Offsite, ft2:
Design Storm, inches:
Chamber volume, ft3:
Number of RainTank chambers:
Total volume provided, ft3:
Chamber Bottom Elevation, FMSL
Storage/Bypass Elevation, FMSL:
Trench Dimensions, ft.
Length:
Width:
Height:
Type of Soil:
Expected Infiltration Rate, in/hr:
Time to Draw Down, hours:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
DA-1 _ _
_ DA-2
DA-3
1.42
1.60
1.02
61,763
69,640
44,231
0
0
0
51,531
56,985
23,659
6,793
0
0
40,570
56,985
23,659
4,167
0
0
0
0
0
1.5
1.5
1.5
8.25
8.25
8.25
782
840
364
6,451
6,930
3,003
5.0
5.0
5.0
7.9
7.9
7.9
103.5
157.5
58.44
22.75
16.06
18.74
2.89
2.89
2.89
Loamy Sand
6
6
6
18
18
18
Bogue Sound / WOK03
20-36-(8.5)
"SA"
The following design elements have been approved for the infiltration basin
stormwater facilities, and must be provided in the system at all times.
a
C.
d.
e.
f
J-
k.
I.
M.
Drainage Area, acres:
Offsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Buildings, ft2:
Roads/Parking, fie:
Other, ft2:
Offsite, ft2:
Basin Depth, feet:
Design Storm:
Bottom Elevation, FMSL.-
Permitted Surface Area @Bottom,
Permitted Storage Volume, ft3:
Storage/Bypass Elevation, FMSL:
Type of Soil:
Expected Infiltration Rate, in/hr:
Time to Draw Down, hours:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
DA-4
DA-5
DA-6
1.59
2.21
1.59
69,212
96,453
69,244
0
0
0
60,298
66,939
60,310
30,578
40,430
42,933
29,720
26,509
17,377
0
0
0
0
0
0
2.5
2.5
2.5
1.5
1.5
1.5
6.0
6.0
6.0
ft2: 3,700
3,700
3,700
9,250
9,250
9,250
8.5
8.5
8.5
Loamy Sand
4
4
4
12
14
12
Bogue Sound / WOK03
20-36-(8.5)
"SA"
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 080952
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater .
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
4. The permittee shall submit to the Director and shall have .received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b, Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. If the stormwater
system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
8. 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 080952
9. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
13. 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.
14. 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.
15. 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.
Ill. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality signed by both parties involved, accompanied by the appropriate
documentation as listed on page 2 of the form. The project must be in good
standing with DWQ. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 080952
3. The following shall not be considered an approved transfer of this stormwater
permit:
a. The sale of the project area in whole or in part;
b. The transfer of ownership of the common areas;
c. Completion of the project.
4. 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.
5. 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.
6. 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.
7. 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.
8. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
10. 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.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal application shall include the
appropriate application fee and documentation.
Permit issued this the 27th day of March 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for'ColeaKH. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
frOOl. 3-6- 2CO�J .
State of North Carolina l 5
Department of Environment and Natural Resources
Division of Water Quality v1 Q S
r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION `nS
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): X�
OCEANSIDE YACHT CLUB DEVELOPMENT COMPANY INC.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
WALTER D. BRADY / MANAGING MEMBER
3. Mailing Address for person listed in item 2 above:
5113 B HWY 70 WEST
City:MOREHEAD CITY State:NC Zip:28557
Phone: (252 ) 726-7919 Fax: (252 ) 726-8098
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
OCEANSIDE YACHT CLUB
5. Location of Project (street address):
100 OLDE TOWNE YACHT CLUB ROAD
City:MOREHEAD CITY County:CARTERET Zip:28557
6. Directions to project (from nearest major intersection):
FROM THE INTERSECTION OF HWY 70 AND HWY 58 TAKE HWY 70 TOWARDS BEAUFORT
APPROXIMATELY 3 MILES TO RADIO ISLAND ROAD, TAKE RIGHT ON RADIO ISLAND ROAD AND
FOLLOW TO MARINE ROAD AND TAKE A LEFT ONTO MARINE ROAD APPROXIMATELY 1000 FT.
PROTECT LOCATED ON LEFT HAND SIDE OF ROAD
7. Latitude:34° 42' 59.76" N Longitude:76° 40' 49.27" W of project
8. Contact person who can answer questions about the project:
Name:Ronald D. Cullipher, P.E. Telephone Number: (252 ) 247-7479
Email:rcullipher®stroudengineer.com
Form SWU-101 Version 03.27.08 Page 1 of 4

II. PERMIT INFORMATION:
-3'&' Zovg
1. Specify whether project is (check one): ®New [—]Renewal
❑Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
®CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
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.
ALL STORMWATER FROM THE IMPERVIOUS SURFACES SHALL BE TREATED BY UNDERGROUND
INFILTRATION UNITS OR INFILTRATION BASINS WITH 50' VEGETATED BYPASS SWALES
2. Stormwater runoff from this project drains to the WHITE OAK River basin.
3. Total Property Area:11.76 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**:11.76 10.53 acres 7. Project Built Upon Area:77.40 (69.30) %
8. How many drainage areas does the project have?6
9. 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.
For high density projects, com lete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
BOGUE SOUND
BOGUE SOUND
Stream Class & Index No.
SA
SA
Total Drainage Area (so
61,763.14 SF
69,639.97 SF
On -site Drainage Area (so
61,763.14 SF
69,639.97 SF
Off -site Drainage Area (so
0 SF
0 SF
Existing Impervious* Area (so
0 SF
0 SF
Proposed Impervious *Area (so
51,531.24 SF
56,984.73 SF
% Impervious* Area (total)
83.4%
81.8%
Impervious` Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
10,960.12 SF
0 SF
On -site Streets (so
0 SF
0 SF
On -site Parking (so
40,571.12 SF
56,984.73 SF
On -site Sidewalks (so
0 SF
0 SF
Other on -site (so
0 SF
0 SF
Off -site (so
0 SF
0 SF
T
5 � SCo9 8
PggP 7 of d
Form SWU-101 Version 03.27.08

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Total (sf): 51,531.24 SF 56,984.73 SF
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (B1IA).
10. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from hn://h2o.enr.state.nc.us/su/bmp forms htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bp2p forms htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-0ff-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page 3 of 4

VI. Si3E3MITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map ath=://h2o.enr.state.nc.us/su/msi maps.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
utials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit appl cat on processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR _
• Calculations & detailed narrative description of stormwater treatment/management1-t'
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), 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)
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. (ex. designing engineer or firm)
Designated agent (individual or firm):Stroud Engineering
Mailing Address:151A Highway 24
City:Morehead City State:NC Zip:28557
Phone: (252 ) 247-7479 Fax: (252 ) 247-4098
Email:
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Lki 0, lief tL 6 r
certify that the information included on this permit application form is, to the best of my knowledh9l 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:
' ✓ Date: 0119 _a2 C -a Ir
Form SWU-101 Version 03.27.08 Page 4 of 4

Permit No.— �®d el�J�a`
(to be provided by DWQ)
of vaATF
i %
STORMWATER MANAGEMENT PERMIT APPLICATION FORM ��
�EaENR 401 CERTIFICATION APPLICATION FORM ..r,
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Oceanside Yacht Club
Contact person Ronald D. Cullipher
Phone number 252-247-7479
Date 9/25/2008
Drainage area number Infiltration Area 1
II .:DESIGN INFORMATION s
ilWltvs
s
Site Characteristics
Drainage area 61,763.14 ft2
Impervious area 51,531.24 ft2
Percent impervious 83.4% %
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
°ost 1-yr, 24-hr peak flow control
Qwrage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Trench Design Parameters
Drawdown time
Perforated pipe diameter
Perforated pipe length
Number of laterals
Stone type (if used)
Stone void ratio
Stone is free of fines?
nia
In
n/a
in/hr
n/a
ft3/sec
n/a
ft3/sec
#VALUE!
ft3/sec
6,183.28 ft3
6,451.50 ft3
n/a in
n/a ft3
n/a ft3
#VALUE! ft3
n/a ft3
SANDY LOAM
6.00 in/hr
3.00 fmsl
OK for non -SR waters
1MC1MrVMn
BY:
MAR 0 6 2009
0.73 days 0 l
782.00 in A,.-,
8.25 ft Volop e_ ,ou- %ar, k
DOUBLE TANKS %you
n/a
n/a
n/a (Y or N) OK
Form SW401-Infiltration Trench-Rev.2 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Trench Elevations
Bottom elevation
5.00
fmsl
OK
ge/overflow elevation
7.90
fmsl
,If elevation
8.00
fmsl
Trench Dimensions
Length (long dimension)
157.50
ft
Width (short dimension)
16.06
ft
Height (depth)
2.89
ft
OK
Additional Information
Total runoff volume captured by trench
1.88
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Number of observation wells
1
OK
Distance to structure
15.00
ft
OK
Distance from surface waters
50.00
ft
OK
Distance from water supply well(s)
100.00
ft
OK
Separation from impervious soil layer
n/a
ft
OK
Depth of naturally occuring soil above SHWT
2.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Gapures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
N/A
Form SW401-Infiltration Trench-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
- Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the inftiration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JCR NIA 9. A copy of the deed restrictions (if required).
Form 5W401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

Permit Number: ':5w O % -S a -
(to be provided by DWQ)
Drainage Area Number:_
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
- The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
1
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of anv sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
Form SW401-Infiltration Trench O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than spraying.
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Trench O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: OCEANSIDE YACHT CLUB
BMP drainage area number:
Print name: W. DOUGLAS BRADY
Title: MEMBER MANAGER
Address:5113-B_HWY 70 WEST, MOREHEAD CITY, NC 28557
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
is have been sold d a resident of the subdivision has been named the president.
I, a . � , a Notary Public for the State of
SCounty of _CT �� , do hereby certify that
ae� - 0� personally appeared before me this
day of e ' and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal,
rcc a L IV
0 �-
Notary
Public 9
SEAL
My commission expires U
Form SW40 I -Infiltration Trench O&M-Rev.3 Page 3 of 3

Permit
(to be provided by DWQ)
OBOE W aTERQG
M r
I'ICDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT. INFORMATION r ;a F,
Project name Oceanside Yacht Club
Contact person Ronald D. Cullipher
Phone number 252-247-7479
Date 9/25/2008
Drainage area number Infiltration Area 2
Site Characteristics
Drainage area 69,639.97 ft2
Impervious area 56,984.73 ft2
Percent impervious 81.8% %
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
'°ost 1-yr, 24-hr peak flow control
..,,rage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Solis Report Summary
Soil type
Infiltration rate
SHWT elevation
Trench Design Parameters
Drawdown time
Perforated pipe diameter
Perforated pipe length
Number of laterals
Stone type (if used)
Stone void ratio
Stone is free of fines?
N/A
in
N/A
in/hr
N/A
ft3/sec
N/A
ft3lsec
#VALUE!
ft3lsec
449
�Y0S
6,846.03 ft3
6,930.50 ft3 OK for non -SR waters
N/A in
N/A ft3
NIA ft3
#VALUE! ft3
N/A ft3
SANDYLOAM
6.00 in/hr
3.00 fmsl
0.75 days OK 840.00 in 1✓c Ap- of 7anks in ,Sysid,+
8.25 ft valuo-e— /Pe,- !407k
DOUBLE TANKS l ypG
N/A
N/A
N/A (Y or N) OK
Form SW401-Infiltration Trench-Rev.2 Parts 1. & II. Design Summary, Page 1 of 2

Trench Elevations
Bottom elevation
Oe/overflow elevation
.fSelevation
Trench Dimensions
Length (!ong dimension)
Width (short dimension)
Height (depth)
Additional Information
Total runoff volume captured by trench
Length of vegetative filter for overflow
Number of observation wells
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Depth of naturally occuring soil above SHWT
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Gapures all runoff at ultimate build -out?
Bypass provided for larger storms?
Trench wrapped with geotextile fabric?
Pretreatment device provided
5.00 fmsl OK
7.90 fmsl
8.00 fmsl
103.50 ft
22.75 ft
2.89 ft OK
1.70
ac-in
OK
50.00
ft
OK
1
OK
15.00
ft
OK
50.00
ft
OK
100.00
ft
OK
n/a
ft
OK
2.00
ft
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
n/a
Permit No.
(to be provided by DWQ)
Form SW401-Infiltration Trench-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
JCR
SHEET 1-2
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
- Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
JCR
SHEET 4-5
2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device.
JCR
SHEET 4
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR
CALCS
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JCR N/A 9. A copy of the deed restrictions (if required).
Form 5W401-Infiltration Trench-Rev.2 Part ill. Required Items Checklist, Page 1 of 1

Permit Number:`��0
(to be provided DWQ)
Drainage Area Number:
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause imvacts to streams or
1
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of anv sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
Form SW401-Infiltration Trench O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than spraying.
'
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Trench O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: OCEANSIDE YACHT CLUB
BMP drainage area number: 2
Print name: W. DOUGLAS BRADY
Title: MEMBER MANAGER
Address:5113-B HWY 70 WEST, MOREHEAD CITY, NC 28557
Phone:
Signati
Date: �/7- 26 -ey
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 ok__ic ,± , do hereby certify that
•t 0, �—, personally appeared before me this���
day of f , and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal, .��tt►uit��,..
i
i
Q% i
Notary �'
r� p
ublic
-et tCou
SEAL
My commission expires C o&D
Form SW401-Infiltration Trench O&M-Rev.3 Page 3 of 3

Permit No.
(to be provided by DWQ)
4=10A
o�Op W ATF9Qr
y
1 CDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information
II. PROJECT]NFORMATION
Project name Oceanside Yacht Club
Contact person Ronald D. Cullipher
Phone number 252-247-7479
Date 9/25/2008
Drainage area number Infiltration Area 3
II ::DESIGN INF.ORMAMON' ''"'
Site Characteristics
Drainage area 44,230.83 ft
Impervious area 23,658.93 ftz
Percent impervious 53.5% %
Design rainfall depth 1.50 in
MqR 4tb
Peak Flow Calculations
o s
1-yr, 24-hr runoff depth
N/A
in
?009
1-yr, 24-hr intensity
N/A
in/hr
Pre -development 1-yr, 24-hr peak flow
N/A
ft3/sec
Post -development 1-yr, 24-hr peak flow
N/A
ft3/sec
'Post 1-yr, 24-hr peak flow control
#VALUE!
ft3/sec
. ,orage Volume: Non -SR Waters
Minimum volume required
2,938.07
ft3
Volume provided
3,003.00
ft3
OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
N/A
in
Pre -development 1-yr, 24-hr runoff
N/A
ft3
Post -development 1-yr, 24-hr runoff
N/A
ft3
Minimum volume required
#VALUE!
ft3
Volume provided
N/A
ft3
Soils Report Summary
Soil type
SANDY LOAM
Infiltration rate
6.00
in/hr
SHWT elevation
3.00
fmsl
Trench Design Parameters
Drawdown time 0.75 days OK
Perforated pipe diameter 364.00 in P&,q bcr of Tanks v n Sys
Perforated pipe length 8.25 ft Volupw— tper- Jai k
Number of laterals DOUBLE TANKS I-ype- d Rain Warn k
Stone type (if used) N/A
Stone void ratio N/A
Stone is free of fines? NIA (Y or N) OK
Form SW401-Infiltration Trench-Rev.2 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DW()
Trench Elevations
Bottom elevation
5.00
fmsl
OK
geloverflow elevation
7.90
fmsl
„a elevation
8.00
fmsl
Trench Dimensions
Length (long dimension.)
58.44
ft
Width (short dimension)
18.74
ft
Height (depth)
2.89
it
OK
Additional Information
Total runoff volume captured by trench
0.81
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Number of observation wells
1
OK
Distance to structure
15.00
ft
OK
Distance from surface waters
50.00
ft
OK
Distance from water supply well(s)
100.00
ft
OK
Separation from impervious soil layer
NIA
ft
OK
Depth of naturally occuring soil above SHWT
2.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
NIA
Form SW401-Infiltration Trench-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
sates ro m o v
' Ijl� "Ql11RED 1TEMS�G:HECKL;IS — .b
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
- Pretreatment system,
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JCR NIA 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

Permit Number:skfo&o -
(to be provided b DWQ}
Drainage Area Number:
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
— The water level in the monitorincy wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/ debris is present.
Remove the trash/ debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
Form SW401-Infiltration Trench O&M-Rev.3 Page I of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on f
trench.
the plants rather than spraying.
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet.
re air.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outl.et.
733-1786.
Form SW401 Infiltration Trench O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: OCEANSIDE YACHT CLUB
BMP drainage area number:-3
Print name: W. DOUGLAS BRADY
Title: MEMBER MANAGER
Address:5113-B HWY 70 WEST, MOREHEAD CITY, NC 28557
Phone: [phone]
Date: z�-2�- a'p
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.
a Notary Public for the State of
County of C.-� ,e , do hereby certify that
personally appeared before me this
day o Dbg and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal,
Xecca L������
o"
_ Notary
P
ubIic Ua
SEAL
My commission expires Z�—-30 /�o I �'
Form SW40 1 -Infiltration Trench O&M-Rev.3 Page 3 of 3

Permit No. -�'
(to be provided by DWQ)
A
�� �pF WATE,9O
STORMWATER MANAGEMENT PERMIT APPLICATION FORM q y
WDE14R 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION ;
Project Name OCEANSIDE YACHT CLUB
Contact Person RONALD D. CULLIPHER
Phone Number
Date
Drainage Area Number
252-247-7479
9/25/2008
TRATION AREA 4
1l. DESIGN INFORMATION.'.
C
Site Characteristics
Drainage area 69,212.04 fe
Impervious area 60,298.04 fe
Percent impervious 0.87 %
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flaw control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
in
in/hr
ff/sec
1?/sec
foisec
7,216.10 fe
9,250.00 fe
in
fe
fe
fe
fe
LOAMY SAND
OK for non -SR waters
4.00
in/hr
4.00
fmsl
0.54
days OK
VERTICAL
:1 OK
6.00
fmsl OK
8.50
fmsl
3,700.00
ff
9.50
fmsl
185.00 ft
20.00 ft
3,700.00 fe
jkltc
Mqq �zlool
a
8p, B 2009
Form SW401-Infiltration Basin-Rev.2 Parts 1. & H. Design Summary, Page 1 of P.

Permit No.
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
1.99
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
15.00
It
OK
Distance from surface waters
30.00
It
OK for non -SA waters
Distance from water supply well(s)
100.00
ft
OK
Separation from impervious soil layer
NIA
It
OK
Naturally occuring soil above shwt
2.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Form SW401-Infiltration Basin-Rev.2 Parts I. & H. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
Ilf ROOT
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JCR NIA 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

Permit Number: 5-111) ���S D
(to be provided by DWQf
Drainage Area Number:_
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 11.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable)-
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in. the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page I of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
'
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
or replace the outlet device.
The receiving water
Erosion or other signs of
_Repair
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: OCEANSIDE YACHT CLUB
BMP drainage area number:
Print name: W. DOUGLAS BRADY
Title: MANAGING MEMBER
Address:5113-B HWY 70 WEST, MOREHEAD CITY, NC 28557
Phone
Signat
Date:
jV _Z5'_a_
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.
a Notary Public for the State of
County of��C'e , do hereby certify that
personally appeared before me thisr �
day o C�(v��p -�, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
eGC2� L
i Notary
Public
v
SEAL
My commission expires
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit
(to be provided by DWQ)
® aot W ATE9
� �� 6 QG
��,� STORMWATER MANAGEMENT PERMIT APPLICATION FORM o c
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out; printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT•INFORMATIQN =; t r .< L
,.-
Project Name OCEANSIDE YACHT CLUB
Contact Person RONALD D. CULLIPHER
Phone Number 252-247-7479
Date 9/25/2008
Drainage Area Number INFILTRATION AREA 5
II: DESIGN.INFORMATION; : .. �;
4
Site Characteristics
Drainage area 96,452.62 fe
Impervious area 66,938.73 fe
Percent impervious 0.69 %
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr runoff volume
fe/sec
Post-develonment 1-vr- 24-hr runoff volume
fe/sec
Pre/Post 1-yr, 24-hr peak flow control
ff/sec
Storage Volume: Non -SR Waters
Minimum design volume required
7,236.26
fe
Design volume provided
9,250.00
fe
OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
fe
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
f?
Vnlume nrnvided
ff3
Ikk
Soils Report Summary
Soil type
LOAMY SAND
Infiltration rate
4.00
in/hr
R 0
SHWT elevation
4.00
fmsl
ZD
49
Basin Design Parameters
Drawdown time
0.54
days
OK
Basin side slopes
VERTICAL
:1
OK
Basin bottom elevation
6.00
fmsl
OK
Storage elevation
8.50
fmsl
Storage SA
3,700.00
e
Top elevation
9.50
fmsl
Basin Bottom Dimensions
Basin length
185.00
ft
Basin width
20.00
ft
Bottom SA
3,700.00
fe
Form SW401-Infiltration Basin-Rev.2 Parts I. & H. Design Summary, Page 1 of 2

Permit
(to be provided by D WQ)
Additional Information
Total runoff volume captured by basin
1.99
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
15.00
ft
OK
Distance from surface waters
30.00
ft
OK for non -SA waters
Distance from water supply well(s)
100.00
ft
OK
Separation from impervious soil layer
2.00
ft
OK
Naturally occuring soil above shwt
2.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Form SW401-Infiltration Basin-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

Permit No
(to be provided by DWQ)
Ilf RE4lJIREI?1TEMSCHECKLI'�`�`-
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
- Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin 0" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
JCR NIA 9. A copy of the deed restrictions (if required).
Form SW401-infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DW(2
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation
-- The vegetation in and around the basin ' ill be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW40 1 -Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
I
and reduced the depth to 75% I
sediment and remedy the problem if
of the original design depth. !
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or f
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced. !
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
'
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SVJ401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: OCEANSIDE YACHT CLUB
BW drainage area number: 5
Print name: W. DOUGLAS BRADY
Title: MANAGING MEMBER
Address:5113-B HWY 70 WEST, MOREHEAD CITY, NC 28557
Date: Y -ZG -621-
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.
a Notary Public for the State of
County of ��_-¢� , do hereby certify that
W of �- �.� c� ,rv. personally appeared before me this r�+
day o E����.r, r�,,b 8, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
Notary a
O Public
�5 x
is
�Z �C0 ►9���a
SEAL
My commission expires 30
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit No. -5- gV �v ��
(to be provided by DWQ)
OaO� WA7s;, G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out; printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I: PROJECT INFORMATION
Project Name OCEANSIDE YACHT CLUB
Contact Person RONALD D. CULLIPHER
Phone Number 252-247-7479
Date 9/25/2008
Drainage Area Number INFILTRATION AREA 6
II.. DESIGN. IN.FOIZMATJON
Site Characteristics
Drainage area 69,244.07 ft
Impervious area 60,310.27 fe
Percent impervious 0.87 %
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr runoff volume
ft3/sec
Post -development 1-yr, 24-hr runoff volume
fOlsec
Pre/Post 1-yr, 24-hr peak flow control
a/sec
Storage Volume: Non -SR Waters
Minimum design volume required
7,216.68
fe
Design volume provided
9,250.00
fe OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
f
Post -development 1-yr, 24-hr runoff
ft
Minimum volume required
Volume
ft3
MqR
provided
{
0 8 „�
Soils Report Summary
2009
Soil type
LOAMY SAND
Infiltration rate
4.00
in/hr
SHWT elevation
4.00
fmsl
Basin Design Parameters
Drawdown time
0.54
days OK
Basin side slopes
VERTICAL
:1 OK
Basin bottom elevation
6.00
fmsl OK
Storage elevation
8.50
fmsl
Storaoe SA
3,700.00
e
Top elevation
9.50
fmsl
Basin Bottom Dimensions
Basin length
185.00
ft
Basin width
20.00
ft
Bottom SA
3,700.00
e
Form SW401-InfiRration Basin-Rev.2 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
1.99
ac-in
OK
'-ength of vegetative filter for overflow
50.00
It
OK
Distance to structure
15.00
It
OK
Distance from surface waters
30.00
ft
OK for non -SA waters
Distance from water supply well(s)
100.00
ft
OK
Separation from impervious soil layer
2.00
ft
OK
Naturally occuring soil above shwt
2.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Form SW401-infiRration Basin-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
='-
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Trench dimensions,
- Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
- Overflow device, and
Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
Bypass structure,
- Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JCR N/A 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

Permit Number����v
(to be provided by DWQ)
Drainage Area Number:_
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -tune fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced,
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
'
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible parry.
Project name: OCEANSIDE YACHT CLUB
BMP drainage area number:
Print name: W. DOUGLAS BRADY
Title: MANAGING MEMBER
Address:5113-B HWY 70 WEST, MOREHEAD CITY, NC 28557
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
C, , County of t , do hereby certify that
+e_2[ S�,C personally appeared before me thi�
day Z�&�e--r, �,o ,and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
Notary
a
_ y
o Public
eta,
�Q* �t C 0u1V�� °
SEAL
My commission expires �u "-a 0
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

op wnre9
v9
q r
MCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This Farm must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
(:.PROJECT INFORMATION
Project name OCEANSIDE YACHT CLUB
Contact name RONALD D. CULLIPHER
Phone number 252-247-7479
Date September 9, 2008
Drainage area number INFILTRATION AREA 1
II: ,DESIGN INFORMATION ,;x. ;: `:... ,
For Level Spreaders Receiving Flow From a BMP
Type of BMP INFILTRATION TRENCH
Drawdown flow from the BMP 10.37 cis
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
fe
Do not complete this section of the worksheet.
Impervious surface area
T42
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
cfs
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity,l0-yr storm
in/hr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N
(Y or N)
To a mulched bioretention cell?
N
(Y or N)
To a wetland?
N
(Y or N)
To a filter strip or riparian buffer?
Y
(Y or N)
Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
20.00
ft
Width of dense ground cover
0.00
ft
Width of wooded vegetation
0.00
ft
Total width
20.00
ft
y�
Elevation at downslope base of level lip
4.80
fmsl="+
Elevation at top of bank of the receiving water
4.60
fmsi
MAR
Slope (from level lip to to top of bank)
1.00
%
OK 0 g 2009
Are any draws present?
N
(Y or N)
OK $Y
"
Level Spreader Design
Forebay surface area
N/A
sq ft
No forebay is needed.
Feet of level lip needed per cfs
13
ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm?
N
(Y or N)
Length based on the 10-yr storm?
Y
(Y or N)
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
0.42
cfs
Is a bypass device provided?
N
(Y or N)
A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
M
20.00 ft
#VAWEI
N (Y or N)
(Y or N)
Do not complete this section of the worksheet.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
i B i
cfs Do not complete this section of the worksheet
Do not complete this section of the worksheet
� 1
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and IL Design Summary, page 2 of 2

Permit No
(to be provided by DWQ)
III: }RE4UJRED`ITEMS�C.HEIr{tL'IST -��
. G ,
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submitta! package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" 50' or larger) of the entire site showing:
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Trench dimensions,
Pretreatment system,
High flow bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTAGHF0
5, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED
7. The supporting calculations.
JCR ATTACHED
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JCR N/A
9. A copy of the deed restrictions (if required),
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

ATA
HWENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This thrm must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)l
:PROJECT INFORMATION. "'..'° : `' E "_ f ? �•
Project name OCEANSIDE YACHT CLUB
Contact name RONALD D. CULLIPHER
Phone number 252-247-7479
Date September 9, 2008
Drainage area number INFILTRATION AREA 2
II DESIGN;INFORMATION ::
For Level Spreaders Receiving Flow From a BMP
Type of BMP INFILTRATION TRENCH
Drawdown flow from the BMP 9.38 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
ffz
Do not complete this section of the worksheet.
Impervious surface area
ffz
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 inlhr storm
efs
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 10-yr storm
inihr
Do not complete this section of the worksheet.
Peak flow from the 10-yr stone
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N (Y or N)
To a mulched bioretention cell?
N (Y or N)
To a wetland?
N (Y or N)
To a filter strip or riparian buffer?
Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cis
Answer "Y" to one of the following:
Length based on the 1 inlhr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
17.50
ft
0.00
ft
0.00
ft
17.50
ft
4.75
fmsl
4.55
fmsl
1.14
% OK
N
(Y or N) OK
sq ft No forebay is needed.
13 fflcfs
MAP 0 6 2009
8Y:
N
(Y or N)
Y
(Y or N)
N
(Y or N)
0.38
cfs
N
(Y or N) A bypass device is not needed.
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip 17.50 ft
Are level spreaders in series? N (Y or N)
Bypass Channel Design (If applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
ft
B
ft
W
ft
Y
It
Peak velocity in the channel during the 10-yr storm
cis
Channel lining material
M
l B 1
#VALUEI
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

Permit No
(to be provided by DWQ)
,sg __.. �,s.ei+Y�' ,w �.+ ram_ c_`. _ s 3 s}T�'
IIfREQUIREq ITEMS,CHECKLISr�.� ,�, � � -. � °� =gin:
Pleaso indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
Pretreatment system,
- High flow bypass system,
Maintenance access,
- Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
JCR SHEET 4-5
2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
- Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
JCR SHEET 4
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED
7. The supporting calculations.
JCR ATTACHED
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JCR NIA
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

� j 4et"-q�-
of WATF9
_� Dy
ATA O
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
I:; PROJECT INFORMATION':;
Project name OCEANSIDE YACHT CLUB
Contact name RONALD D. CULLIPHER
Phone number 252-247-7479
Date September 9, 2008
Drainage area number INFILTRATION AREA 3
For Level Spreaders Receiving Flow From a BMP
Type of BMP INFILTRATION TRENCH
Drawdown flow from the BMP 4.99 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
f?
Do not complete this section of the worksheet.
Impervious surface area
ftz
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 Inihr storm
CIS
Do not complete this section of the warksheet.
Time of concentration
min
Rainfall intensity, 10-yr storm
inmr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N (Y or N)
To a mulched bioretention cell?
N (Y or N)
To a wetiand?
N (Y or N)
To a filter strip or riparian buffer?
Y (Y or N) Please complete fitter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cfs
Answer "Y" to one of the following:
Length based on the 1 inmr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
13.00
ft
0.00
It
0.00
ft
113.00
ft
4.90
fmsl
4.70
fmsl
1.54
% OK
N
(Y or N) OK
NIA sq ft
13 ftkfs
N (Y or N)
Y (Y or N)
N (Y or N)
0.20 cfs
N (Y or N)
No forebay is needed.
Ly�,�
8 . RAP 0,6 �
ZQo' r �
Y,"**_�
A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
1 :--------- Y
M
13.00 ft
N (Y or N)
B 1
#VALUE!
(Y or N)
Do not complete this section of the worksheet.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
Cfs
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
� 1
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

Permit No
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (V = 30' or larger) and details for the infiltration trench showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHFFT 7 6. A construction sequence that shows how the infittration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement
JCR NIA 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

ATA A
p W aTF9 G
-1
NCDENR T
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filied our, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
I:. PROJECT IN RM F0 ATION;
Project name OCEANSIDE YACHT CLUB
Contact name RONALD D. CULLIPHER
Phone number 252-247-7479
Date September 9, 2008
Drainage area number INFILTRATION AREA 4
11:':DESIGN 1NFORMATIQN ` ,'.< �� .. ,:' >„. � w u. �:•:` - x ; �� : r �;� � ;. _
For Level Spreaders Receiving Flow From a BMP
Type of BMP INFILTRATION BASIN
Drawdown flow from the BMP 10.45 cis
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
fe
Do not complete this section of the worksheet.
Impervious surface area
fe
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
cfs
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 1 0-yr storm
in/hr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N (Y or N)
To a mulched bioretention cell?
N (Y or N)
To a wetland?
N (Y or N)
To a filter Strip or riparian buffer?
Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
20.00
ft
Width of dense ground cover
0.00
ft
Width of wooded vegetation
0.00
ft
Total width
20.00
ft
Elevation at downslope base of level lip
5.50
fmsl
Elevation at top of bank of the receiving water
5.20
fmsl
Slope (from level lip to to top of bank)
1.50
%
Are any draws present?
N
(Y or N)
Level Spreader Design
Forebay surface area
N/A
sq ft
Feet of level lip needed per cfs
13
ft/cfs
Answer'Y' to one of the following:
Length based on the 1 in/hr storm?
N
(Y or N)
Length based on the 10-yr stone?
Y
(Y or N)
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
0.42
cfs
Is a bypass device provided?
N
(Y or N)
OK
OK
No forebay is needed.
Mq# a82009
8Y\
A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
M
20.00
N
1
1
l B
ft
(Y or N)
#VALUE!
(Y or N)
Do not complete this section of the worksheet.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
CfS
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

Permit
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Trench dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JCR N/A 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

ATA
NC©ENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This tbrm must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
I. PROJECT INFORMATION
Project name OCEANSIDE YACHT CWB
Contact name RONALD D. CLILLIPHER
Phone number 252-247-7479
Date September 9, 2008
Drainage area number INFILTRATION AREA 5
II.`DESIGN INFORMATION „ :::In
For Level Spreaders Receiving Flow From a BMP
Type of BMP INFILTRATION BASIN
Drawdown flow from the BMP 12.11 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
fe
Do not complete this section of the worksheet.
Impervious surface area
f{z
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheet,
Rational C coefficient
Do not complete this section of the worksheet.
Paak flow fmm tha 1 in/hr sfnrm
cf.,
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 1 0-yr storm
inmr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
22.00
ft
Width of dense ground cover
0.00
ft
�`�
�
Width of wooded vegetation
0.00
ft
�"t `r'��
Total width
Elevation at downslope base of level lip
22.00
ft
fmsl
MAR
5.50
Elevation at top of bank of the receiving water
5.20
fmsl
p
,BYE s 2009
Slope (from level lip to to top of bank)
1.36
%
OK
Are any draws present?
N
(Y or N)
OK
Level Spreader Design
Forebay surface area
NIA
sq ft
No forebay is needed.
Feet of level lip needed per cfs
13
ft/cfs
Answer "Y" to one of the following:
Length based on the 1 inmr storm?
N
(Y or N)
Length based on the 10-yr storm?
Y
(Y or N)
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
0.49
cfs
Is a bypass device provided?
N
(Y or N)
A bypass device is not needed.
Form SW401-Level Spreader, Finer Strip, Restored Riparian Buffer-Rev.5
Parts I. and It. Design Summary, page 1 of 2

Length of the level lip 22.00 ft #VALUE!
Are level spreaders in series? N (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
t
N
M
1
1 B 1
(Y or N)
Do not complete this section of the worksheet.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
cfs
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
1 t
M
Form SW401-1-evel Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

Permit No
(to be provided by DWQ)
IIfxREQ[J-jR ITEMS-CHE f(LIS - A_
Pleasc Indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
- Pretreatment system,
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement
JCR NIA 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

ATA
>
NCDENR
y
p
STORMIWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completahr filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
;:PROJEETINF.ORMATION'
..; .�s ,_�w
Project name
OCEANSIDE YACHT CLUB
Contact name
RONALD D. CULLIPHER
Phone number
252-247-7479
Date
September 9, 2008
Drainage area number
INFILTRATION AREA 6
i 1
For Level Spreaders Receiving Flow From a BMP
Type of BMP
INFILTRATION BASIN
Drawdown flow from the BMP
9.84 cfs
For Level Spreaders Receiving Flow from the Drainage Area Do not complete this section of the worksheet.
Drainage area
ffz Do not complete this section of the worksheet.
Impervious surface area
ftz Do not complete this section of the worksheet.
Percent impervious
% Do not complete this section of the worksheet.
Rational C coefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
cfs Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 1 0-yr storm
in/hr Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cfs; Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N
(Y or N)
To a mulched bioretention cell?
N
(Y or N)
To a wetland?
N
(Y or N)
To a filter strip or riparian buffer?
Y
(Y or N)
Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
20.00
ft
Width of dense ground cover
0.00
ft
Width of wooded vegetation
0.00
ft
Total width
20.00
ft
Elevation at downslope base of level lip
5.50
fmsl
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
5.20
1.50
fmsl
%
06
OK
Are any draws present?
N
(Y or N)
OK
Level Spreader Design
Forebay surface area
N/A
sq ft
No forebay is needed.
Feet of level lip needed per cis
13
ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm?
N
(Y or N)
Length based on the 10-yr storm?
Y
(Y or N)
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
0.42
cfs
Is a bypass device provided?
N
(Y or N)
A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Butter-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
20.00 ft
#VALUE!
N (Y or N)
(Y or N)
Do not complete this section of the worksheet.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
cfS Do not complete this section of the worksheet
Do not complete this section of the worksheet
W
i�
1 ------ Y ----------� 1
M M
1 B 1
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I. and li. Design Summary, page 2 of 2

Permit
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation, can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
JCR SHEET 1-2 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
JCR SHEET 4-5 2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
JCR SHEET 4 3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JCR CALCS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
JCR ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
JCR SHEET 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
JCR ATTACHED 7. The supporting calculations.
JCR ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement
JCR N/A 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

Permit Number: 5 !I 0,80 ! S 2
(to be provided by WOj
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BUT. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993)_ Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWTJ401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element: j
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
Tine levei lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
end of the level spreader that
shows stormwater has
Regrade the soil to create a berm
that is higher than the level lip, and
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo a of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
i damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: OCEANSIDE YACHT CLUB
BMP drainage area number:-1 —
Print name:W. DOUGLAS BRADY
Title: MEMBER MANAGER
Address: 5113-B HWY 70 WEST, MOREHEAD CITY, NC 28557
Phone
Signat
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 6Qg2,c «^- ',� \ � Notary Public for the State of
,- County of `,' ����t �`�' , do hereby certify that
personally appeared before me this
a
day of, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
IIIIIiIIIWitnesficial seal,
Notary
Public
/►►IIiINI
SEAL
My commission expires '�; 3L i7
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

RADIO ISLAND
WA
LEGEND
AEC AREA OF ENVIRONMENTAL CONCERN
BO BLOW OFF
BOC BACK OF CURB
CO CLEAN OUT
EIP EXISTING IRON PIPE
EL ELEVATION
EPKN EXISTING PK NAIL
EX EXISTING
FE FINSHED ELEVATION
GW GUY WIRE
GWA GUY WIRE ANCHOR
HC HANDICAP
INV INVERT
LF LINEAR FEET
N/F NOW OR FORMERLY
PP POWER POLE
PVC POLYVINYLCHLORINE
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SW SIDEWALK
TS TOP BOARDWALK
TBM TEMPORARY BENCH MARK
TC TOP OF CURB
TSW TOP OF SIDEWALK
-5- - E ITH
-XISTING CONTOUR
—6 — PROPOSED CONTOUR
—E — OVERHEAD ELECTRIC
DRAINAGE
AREA
1
= 61,763.14
SF
DRAINAGE
AREA
2
= 69,639.97
SF
DRAINAGE
AREA
3
= 44,230.83
SF
DRAINAGE
AREA
4
= 69.212.04
SF
DRAINAGE
AREA
5
= 96,452.62
SF
DRAINAGE
AREA
6
= 69,244.07
SF
SHEET 5 OF 8
PROJECT #: PM1070
DESIGN FILE #: PM1070/1070--4/ OYC 9-29-08
W,
1
CARTERET COUNTY, NC
w
hway 7�.------------__`"
Us �+___ —
____------- �,�,� �musewaY Road
O
al
z
�Qp
�Q
o�
3A5`
\ � •� f
\
I N'
41
FA
f
i
rI t i��iMEffff
SCIALE:
i
I
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
2'7- M,42,Zm)q
SI TE
MAR 0 6 2009
7BY: 56v F O SO 152
REVISIONS:
Na BY DATE DESCRIPTIO
N
1
JCR
1/'5l09
)WO COMMENTS
2
JCR
1l30l09
WQ COMMENTS
3
JCR
3/3/09
YYQ COMMENTS
DRAINAGE AREA PLAN
OCE 1..NSIDE Y. CTrIT71" CLUB
MOREHEAD CITY, CARTERET COUNTY, NORT
CLIENT: OCEANSIDE YACHT CLUB
DEVELOPMENT CO. INC.
ADDRESS: 5113 B HWY 70 WEST
MOREHEAD CITY, NC 28557
PHONE: [phone]
ROUD EN(IINEERINGg P.A.
�' I51A HIGHWAY 24
MOREHEAD CITY. N.C. 28557 �j
7 0 �)s D
i NALD D. CULT. HBR P.E.
kROL I NA
DESIGNED:
JCR
DRAWN:
JCR
CHECKED:
RDC
APPROVED:
RDC
DATE:
9/25/08
SCALE:
1 "- 50 `
4

DRIVEWAY
REQ'D BY NCDOT
AND/OR OTHERS.
CARTERET
COUNTY
ZONED I.P,
,MOREHEAD
CITY w W`
ZONED P.D. �/Or `VC�y
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1. TOTAL LOT AREA: ±512,100.914 SQ.FT. (±11.76 ACRES)
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3, POOL WET AREA AND WOODEN DECKS
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20 SNCRET� INFILTIZAT = ­-.1
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DEPTH N 14 E = F
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(1) - CONRETE BASINS UNDER MARINA
11
11
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I o-1 0-1 o -------- 1,000 LBS/AC
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- - i
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EWN
ENING MAY NOT BE REQUIRED
c
SU
UST PRIOR TO SEEDING BY
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
; I ;
THAN 3
I � f �
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_,CEMBER l...-AP-RIL Vall
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1. APPLY 4000 LBIAC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NET:
!NG,OR
A MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CA')
BE USED
I
LAEWL_15_=AU 00-15J
G 'FOUL,
i i
- 40 L8S/AC
2. A CHANN5L LINING MATERIAL, (SEE DETAIL BELOW) SHALL COVER THE BOTT'bw
OF
SWALES & DITCHES, THE LININO SHALL EXTEND ASOVE THE HIGHEST DEPTH
i 1OF FLOW
(AVU0=111, - i .11 j ... Nua 3,01
K I GHT A
CHANNEL SIK $LOPES ABOVE THIS I ..
�PLY STRAW
I I
� -
RYE (GRAIN)-
AS PREVIOUSLY INSTRUCTED.
I � I ;
(IF IT IS NECESSARY TO EXTEND TEM(`ORARY COVER BEYOND JUUE 15*
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WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS 04ITTED
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------- 50 LBS/AC
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DRAINAGE AREA = 44.J,30-839SF 7,0, -,
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---
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Bo
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cl %CONTROL INLET
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EL
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ck, �v- - <, - ! t,"-­
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GW
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TB
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NKS, REQUIRED = ##J4-+ 5k��, I
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9.42
6.72
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VEG FILTER#2
4�80
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4�90
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_
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am
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,.. ANCE LIMITS rc THE ENTIR_ TRACT
ld It -1? %� A It I 4 0 f ula C.t ; xE Rok
ON TRENCH SYSTEMS SHALL REOUIRE AN H-20 LOAD
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DESTIGNED:
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PIPE DIAMETERS
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F
SEE PLAN FOR RCP
PIPE DIAMETERS
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CONTROL INLET #1
NEENAH MODEL R-1796
NEENAH MODEL R_--1879-A6G ---- RING & SOLID COVED, OR
FRAME AND GRA i E . UR APPROVED EQUAL ,r 24 r.0 I A.
APPROVED EQUAL
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GRASS._/.. ASPHAL.•.•... rrrr GRASS / rASPHALT
SEE PLAN FOR RCP � - - SEE. PLAN FOR RCP
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TO ACF RAINTANKS SEDIME TO OVERFLOW
6 MINIMUM
#57 STONE
SEE PLAN FOR RCP
PIPE DIAMETERS
FROM WATERSHED
CONTROL INLET #1
WITH SEDIMENT STORAGE
SCALE: 1" - 10' SECTION VIEW
SEE PLAN FOR RCP
PIPE DIAMETERS
TO RAINTANKS
6u 6»
CJ• " �+D" 3�"
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VIEW k
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SEE PLAN FOR RCP
PIPE DIAMETERS
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CONTROL INLET #
c'rAt c. 4It — I n I Ri AR# 11IPW !
NEENAH MODEL R-176
NEENAH MODEL R-1879-A6G RING & SOLID COVER, OR
FRAME AND GRATE,OR APPROVED EQUAL,240DIA.
APPROVED EQUAL
24" X 24"
GRASS_. ._ . ,PHALT
WEIR WALL
0
F-T
SEE PLAN FOR RCP
SEE PLAN FOR RCP -------- i� - - - PIPE DIAMETERS
PIPE DIAMETERS ` -- &.11FROM WATERSHED
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SEE PLAN FOR RCP
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SEE PLAN FOR RCP
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6,e 6tr 336"
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SECTION I VIEW
VIEW k
SEE PLAN FOR RCP
PIPE DIAMETERS
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3 ,
24" MANHOLE
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k
1
SEE PLAN FOR RCP
PIPE DIAMETERS
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CONTROL INLET #3
SCALE: I" = 10' PLAN VIEW
NEENAH MODEL R-1796
NEENAH MODEL R-M1879-A6G RING & SOLID COVER OR
FRAME AND GRATE.OR APPROVED EQUAL.24"DIA.
APPROVED EQUAL
24" X 24" '
GRASS-,/._ASPHALTGRASS /ASPHALT
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PIPE DIAMETERS RAINTANK DISCHARGE PIPE
DISCHARGE OVERFLOW SEDIMENT
A- --- r- t. "M I N I MUM
#57 STONE
CONTROL INLET #3
WITI•--I SEDIMENT STORAGE
SCALE: 1" = 10' SECTION VIEW
SHEET 8 OF 8
PROJECT #: PM1070
DESIGN FILE # . PM1070/PM1070--4/0YC 9-29-08
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i] V
t
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4
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S
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E
w 24" MANHOLE
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k t �
E
SEE PLAN FOR RCP
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CONTROL INLET #4
�.. .� lI . r..a nt ♦.t assrt.s
NEENAH MODEL R-IT96
NEENAH MODEL R-1879-A6G RING & SOLID COVER OR
F "AME AND GRATE.OR ! APPROVED EQUAL.24"DIA.
A PROVED EQUAL s
i
GRASS / ASPHALT,--- GRASS / ASPHALT
SEE PLAN FOR, RCP —�-- F_7
PIPE DIAMETERS
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SEE F
PIPE
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SEE PLAT
PIPE DI
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IN
a
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SEE PLAN FOR RCP
PIPE DIAMETERS
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CONTROL INLET #4
WITH SEDIMENT STORAGE
SCALE: 1" = 10' SECTION VIEW
6
Gas 36a: 36"
SEV iE � N
LAN FOR RCP
DIAMETERS
WATERSHED
SECT ION
VIEW
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k 24" MANHOLE
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SEE PLAN FOR RCP
PIPE DIAMETERS
TO INFILTRATION BASIN
CONTROL INLET #5
SCALE: 1" = 10' PLAN VIEW
NEENAH MODEL R-1879--A6G NEENAH MODEL R-I T96
FRAME AND GRATE,OR RING & SOLID COVER OR
APPROVED EQUAL APPROVED EQUAL.24"DIA.
24" X 24"
GRASS / ASPHALT GRASS /,ASPHALT
,ar•,, , s r ar <• IY '/fi!!f.<,% rr.- r•• � . fir r rl
WEiR WALL
1 I ;
i
FOR RCP —•-- E-7
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PIPE DIAMETERS
METERS - -- - - - FROM WATERSHED
LOW SEDIMENT
�•- _, __ - ti � ,, ,, 6 "MINIMUM
< _ #57 STONE
SEE PLAN FOR RCP
PIPE DIAMETERS
TO INFILTRATION BASIN
CONTROL INLET #•5 WITH SEDIMENT STORAGE
SCALE: 1" = 10` SECTION VIEW
SEE PLAN FOR RCP
PIPE DIAMETERS
` FROM WATERSHED
6„ 6„
� t
j 6" i 4 ' k 36"
ILo SECTION
j SECTION i [ VIEW
VIE
SEE PLA FOR RCP io
PIPE DI METERS ttuft
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I
� 3
24" MANHOLE
` RING & COVER
S 4
SEE PLAN FOR RCP
PIPE DIAMETERS
TO INFILTRATION BASIN
CONTROL INLET #6
NEENAH MODEL R-1796
NEENAH MODEL R-1879-A6G ---I BRING _& SOLID COVER, OR
FRAME AND GRATE,OR APPROVED EQUAL, 24 D I A
APPROVED EQUAL
24" X 24„
GRASS ,/._ ASPi{kLT.... Gr rr,r,<,aRASSaa / ASPHALT
r,.r<a„a,a,
SEE PLAN FOR RCP --�-
PIPE DIAMETERS TO OVERFLOW
6"MINIMUM
y #57 STONE
SEE PLAN FOR RCP
PIPE DIAMETERS
TO INFILTRATION BASIN
CONTROL INLET #6
WITH SEDIMENT STORAGE
SCALE: 1" = 10' SECTION VIEW
a
NEENAH MODEL R-6672—F
FRAME AND GRATE, OR
APPROVED EQUAL
GRASS I ASPHALT GRASS I ASPHALT
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REVISIONS:
No. BY I DATE DESCRIPTION
1 JCR 1/5/09 DWO COMMENTS
2 JCR 1/30/0 DWQ COMMENTS
STORMWATER DETAILS 2
i
OCEANSIDF.-d YACHT CLUB
MOREHEAD CITY, CARTERET COUNTY NORTH CAROLINA
CLIENT: OCEANSIDE YACHT CLUB DESIGNED:
DEVELOPMENT CO. INC.
----- J C R
ADDRESS: 5113 8 HWY 70 WEST DRAWN:
MOREHEADCITY, NC 28557 JCR
A %�,
PHONE: [phone] CHECKED:
RDC
APPROVED:
1 M 151A HIGHWAY 24 R C3 C
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a.es:s:� Cj m ( 247-7479 9 /2 5 /08
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Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
Oceanside Yacht Club
September 25, 2008
Owner:
W D. Brady
Oceanside Yacht Club Development Co, Inc.
5113-B Hwy 70 West
Morehead City, NC 28557
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
A. Description of Project
1. 'hype of Development
Oceanside Yacht Club is a condominium/ dry stack marina located in
Morehead City, Carteret County. The proposed site has two condo buildings and
one dry storage marina located on one lot.
The land disturbance limit is defined by the land disturbance line as shown
on the plans, which equals approximately 11.76 acres. This site presently drains to
the north into Bogue Sound and is classified as SA waters. The project is being
proposed as high density with impervious surfaces totaling more than the
allowable 25% of the usable tract.
2. Earth Disturbing Activities
a. Demolition, excavation and grading for the installation of temporary construction
lay down area and construction parking.
b. Grading for the construction of proposed gravel areas.
3. Drainage 6
The property is located on Radio Island in Carteret County and drains into
Sound, which is classified as SA waters. We are proposing an infiltration basin for
the appropriate amount of treatment (1 '/2"-SA). The excess volume over 1 %Z "will be
treated at the outlets by a fifty -foot vegetative filter. Pretreatment will be
accomplished with sediment traps that will be constructed at each inlet.
File: PM1070NAR.doe

B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be
installed immediately. It is intended that all grading and excavation activities within
a certain area will be protected as soon as that activity is complete.
1. Sediment Fence — Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off -site
sedimentation is controlled. Fencing will also be placed around all drop inlets as
shown on the drawings.
2. Seeding — All disturbed areas will be seeded within 14 days following
construction in accordance with the seeding schedule shown on the plans.
3. Riprap outlet protection — Riprap to be installed at locations shown on plans to
reduce energy at high velocity areas.
4. Sediment Traps — There are three sediment traps proposed for this site. There is
a trap to be constructed in each vegetative swale. These traps will also be used as
a means to pre -treat the storm water before entering the infiltration system.
Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and
effective operations following every runoff producing rainfall event or at least
once per week. Repairs required shall be completed immediately to the
dimension and functions indicated on the plans.
2. Sediment shall be removed form behind the sediment fencing when it becomes
0.5 feet deep at the fence. The fence shall be replaced or repaired as necessary to
maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 15 days of
disturbance. Disturbed areas shall be fertilized, reseeded and mulched as
necessary according to the Contract documents to establish and maintain a dense
vegetative cover.
4. Sediment shall be removed from the sediment traps when the capacity has been
reduced by fifty (50) percent.
C. Construction Schedule
1. Initiate and complete demolition, clearing and grubbing operations in applicable
areas.
2. Install silt fence at locations shown
3. Construct all temporary sediment traps as indicated on the plans.
4. Grade site.
5. Construct swales and infiltration basin.
6. Install gravel in areas shown on plan.
7. Remove accumulated sediment from stormwater treatment collection system
routinely.
He: PM1070NAR.doc

8. Install stormwater collection system with erosion control measures specified for
inlets, including the infiltration system.
9. Once construction phase is complete, remove temporary gravel lay down areas,
temporary measures and install permanent vegetation on disturbed areas within
fourteen days of land disturbance.
D. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for the design.
E. Infiltration Basin and Trench Operation and Maintenance
1. See application package.
F. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. These regulations are
detailed in 15 NCAC 211.1000 Stormwater Management. These rules allow for a
development to be considered under various options. This project is submitted for
approval consideration under Section .1008(d).
I 'pop OVA
41
MOO
wo - -7. - W
File: PM1070NAR.doe

Ad 0#,m 3ax 2522
W mh74w, AodA Wwwl uc 28402
3805 *4PQM& ,dV0MM 9,M& 95
Glb a,o&n, M 28403
DATE: June 18, 2008
Waa w: 990-452-0009
56x: 910-452-0060
SUBJECT: Preliminary land & soils evaluation of the Brady- Radio Island Tract (-6 acres west portion) to
determine general usability with infiltration stormwater treatment usage and general land types.
Tract located NE of Marine Drive & Olde Towne Yacht Club Drive intersection, Radio Island,
Morehead Township, Carteret County, N.C.
TO: Mr. Doug Brady
1722 River Drive
Morehead City, NC 28557 [phone]
The land & soils within the Brady - Radio Island Tract (-6 acres west portion) were evaluated on a preliminary
& qualitative basis to determine potential suitability for on -site infiltration stormwater treatment usage. Current
NCDENR-DWQ "Stormwater Management" rules and regulations (NCAC 15-2H-.1000) were used as
guidelines in making this evaluation.
When the proposed project is greater than 1 acre in size, has >25% impervious surfaces, is within 112 mile of,
and/or drains directly to Class S.A. Waters or their unclassified tributaries, stormwater must be treated by
infiltration basins or an equivalent alternative method. This tract appears to be geographically located less
thanl/2 mile from Class S.A. and drains to S.A. Classified Waters (see USGS topo map). Thus on this tract,
stormwater should be managed through either low density development or infiltration treatment systems.
This tract is located on historic fill of sandy to loamy materials, that gently slope (0-2%) to the east towards
Bulkhead Channel which is classified as S.A. Waters. Elevations range from 0 ft - <10 ft (amsl USGS topo).
Principle soil and site requirements for an infiltration system are: ---the infiltration system's bottom must be 2
ft or greater from the seasonal high water table; ---must be capable of complete draw -down within 5 days; --
-the soil's hydraulic conductivity must be >0.52 in/hr; —recent fill material is not usable; —historic fill
materials (<1977) can be used if it meets the minimum site criteria stated above. The enclosed land & soils
map shows the various land/soil types found (see soils map).
Careful planning and design should be exercised to insure the usable soil areas are reserved for stormwater
infiltration treatment, and relatively preserved in their natural state. NCDENR-DWQ Stormwater Section
should be contacted for a pre -planning conference and review of the site for their general concurrence and
stormwater management system being proposed before expending further time and monies. Soil logs can be
provided upon request.
Larry F. Baldwin, CPSS/SC ARCPAR #2183; NCLSS #1040

PRELIMINARY LAND & SOILS MAP OF THE BRADY - RADIO ISLAND TRACT
CG N
d
FOR POTENTIAL STORMWATER INFILTRATION USABILITY
Radio Island East Area - Morehead Township - Carteret County - North Carolina
NOT TO SCALE
(all lines paced & approximate)
JUNE - 2008
Not Evaluated
s � C"
�O,fs ?Ile/ -- -
-- 7
This is a quarrtative soils evaluation
for preliminary planning purposes. Any
permit approvals may require additional
soil & site evaluations, ancyor regulatory
concurrences with these findings.
Deep +70" sandy historic fill soils for potential stormwater infiltration usage. Estimated seasonal high
water table +36 - 48". Estimated permeabi ty 5 -10 minln (+6 -12 infir) to +70^ depths.
Deep +70" sandy historic fill soils for potential stormwater infiltration usage. Estimated seasonal high
water table +24 - 36". Estimated permeability 5 -10 minfin (+6 -12 in/hr) to +70" depths.
Deep +7tr sandy historic fill soils for potential stormwater infiltration usage. Estimated seasonal high
j water table`+12 - 24". Estimated permeability 5 -15 minCrn (+4 -12 in/hr) to +70" depths.
- Moderately deep +50" mWed sandy historic fill soils for potential stormwater infiltration usage.
Estimated seasonal high perched water table +0 -15". Estimated permeability 10 -100 minlin
(+0.6 - 6 infir) to +50" depths.
.
Open tidal waters of Bulkhead Channel classified as S.A. Waters.
Land
Management
Group, Inc.

North Carolina Secretary of State
Page 1 of 1
North Carolina C
A.
L,i EI�RTIVI �iT caF THE Elaine F Mars
Secretary SECRETARY of STATE
PO Box 29622 Bale o, NC 27+$2 22 t919,S07-2000
CORPORATIONS
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an Annual Report i
Corporation Names
Name Name Type
NC OCEANSIDE YACHT Legal
CLUB DEVELOPMENT, INC.
Business Corporation Information
SOSID: 1063711
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Current -Active
9/18/2008
Domestic
NC
Perpetual
Agent Name: Brady, Carolyn B.
Registered Office Address: 710 Arendell Street
Suite 105
Morehead City NC 28557
Registered Mailing 710 Arendell Street
Address: Suite 105
Morehead City NC 28557
Principal Office Address: No Address
Principal Mailing Address: No Address
Stock
Class Shares No Par Value
Common 100 Yes
Par Value
N/A
http://www.secretary.state.nc.us/Corporations/Corp.aspx?PItemId=8974763 9/23/2008

SOSID: 1063711
Date Filed: 9l18l2008 4:24:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200826200295
ARTICLES OF INCORPORATION
OF
OCEANSIDE YACHT CLUB DEVELOPMENT, INC.
Pursuant to Section 55-2-02 of the General Statutes of North
Carolina, the undersigned does hereby submit these Articles of
Incorporation for the purpose of foxmiing a business corporation.
1. AMME.The name of the corporation is:
OCEANSIDE YACHT CLUB DEVELOPMENT, INC.
2. AUTHORIZED CAPITAL. The number of shares the corporation is
authorised to issue is 100 shares, all of one class, designated as
cam n stock, with no par value.
3. REGISTERED OFFICE AND A43W. The street address and county
of the initial registered office of the corporation is 710
Arendell Street,Suite 105, Morehead City, Carteret County, North
Carolina 28557, and the name of the initial registered agent is
Carolyn B. Brady. The mailing address of the initial registered
office is the same.
4. INCORPORATOR. Te incorporator shall be Carolyn B . Brady
whose mailing address is 710 Arendell Street,Suite 105, Morehead
City, NC 28557.
5. ZhME TIFX ATION OF 01710ERS AND DIRECTORS. To the fullest
extent permitted by North Carolina General Statutes Section 55-8-
57(a) and all other applicable provisions of the NORTH CAROLINA
BUSINESS CORPORATION ACT, as the same now exists or may hereafter
be amended, the Corporation shall indemnify all persons serving as
officers or directors of the Corporation, or in both such
capacities, against all liability and litigation expense,
including but not limited -to reasonable attorneys' fees, arising
out of their status as such or their activities in any of the
foregoing capacities, regardless of when such status existed or
activity occurred and regardless of whether or not they are
officers or directors of the Corporation at the time such
indemnification is sought or obtained. Without limiting the
generality of the foregoing indemnity, such persons may also
recover from the Corporation all reasonable costs, expenses, and
attorneys' fees in connection with the enforcement of rights to
indemnification granted by this Paragraph. The provisions of this
Paragraph are in addition to and not in limitation of the power of
the Corporation with respect to, and the rights of any officer,
director, employee or agent of the Corporation to receive the
benefits of, any other or further indemnification, insurance,
elimination of liability or other right or benefit which is either
required by the NORTH CAROLINA BUSINESS CORPORATION ACT or
permitted thereby and duly adopted by the Corporation in
accordance therewith.

- 2 -
6. EFFECTIVE MAN OF FIL2WG.Pursuant to North Carolina General
Statutes Section 55-1-23 (a) (2), this document shall be effective
at 12:00:01 a.m. on the date on which it is filed by the Office of
the Secretary of State of North Carolina.
This the 11+h day of September, 2006.
Carolyn B. Brady, Inco rator

Specifications
RainTank Dimensions
Module
I
Width
Long81
Lew&
Haight
t awit
(units)
With
(Inches)
01"
(Inches)
(rtaN
(inches)
Mini (1/2)
408
16.06
685
26.97
240
9.45
Single (1)
408
16.06
685
28.97
450
17.72
Double (2)
408
16.06
685
26.97
880
34.65
Triple (3)
401,
18.06
685
26.97
1310
51.57
Quad (4)
408
16.06
685
26.97
1740
66.50
Pent (5)
408
16.06
685
I 26.97
2170
85.43
Module
TW*
Tank
Water Storage
Water Storage
Number of Plates
Tack
(Unds)
llekne(on
volume(gal)
Vokmne(c)
Volume(gal)
Large Small
9lleight(Ibe)
Mini (W)
2.4
17.96
2.27
17.06
2 / 4 / 21
10
Single (1)
4.44
33.22
4.22
31.56
4 ! 4
14
Double (2)
8.69
64.97
8.25
61.72
7 / 8
26
Triple (3)
12.93
96.72
12.28
91.88
10 / 12
38
Quad (4)
17.17
128.47
16.31
122.03
13 / 16
50
Pent (5)
21.42
160.21
20.35
152.19
18 / 20
82
conventions 1 of - 7.4805196 gallon
1 liter = 0.2641721 gallon
1 mm = 0.0393701 Inches
1 of 0.0283168 cm
E
E
•C \
Single Module
E
1B.OB• f408mm) �oP
Double Module
RainTank Specifications
E
R
N
N
A
Triple Module
Void Ration
95%
Material
85% recycled Polypropylene + 10% Atlantis proprietary selected materials.
:Chemical
Resistance:
Resistance:
Unaffected by molds and algae, soil -bourne chemicals, bacterial and bitumen.
Unconfined Crush Load
34 psi
Long -Term Unconfined Creep Test: 90 Day Dead Load Creep Test
Metric
English
Load Applied
2.85Um2
4.06 psi
Displacement (90 Days)
1.7mm
0.067"
Total Strain After 90 Days
2.30%
2.30%
Creep Sustained After 90 Days
0.40%
0.40%
Temperature
20- �= 3)
68-F (=I 37.4)
Order Line 1-800 448.3636 ■ www.acfenvironmental.cam

Underground Stormwater Detention System (USDS)
Material & Installation Specifications
Technical Specification:
PART 1- GENERAL
1.01 General Provisions
A. The Conditions of the Contract and all Sections of Division 1 are hereby made a part of this Section.
1.02 Description of Work
A. Work Included:
1. Provide excavation and base preparation per Geotechnical Engineer's recommendations and/or
as shown on drawings, to provide adequate support for project design loads and safety from
excavation sidewall collapse. See 2.02 Materials.
2. Provide Underground Stormwater Detention System (USDS) and all related products including
storage media, geotextiles, geogrids, inlet and outlet pipe with connections and installation per
the manufacturer's instructions furnished under this section.
B. Related Work:
1. Subgrade excavation and preparation under Section 02300 - Earthwork.
2. Subsurface drainage materials - Section 02700 - Subsurface Drainage and Structures, as needed.
1.03 Quality Assurance
A. All materials must be manufactured in ISO certified facilities.
B. Installation: Performed only by skilled work people with satisfactory record of performance on hulk
earthworks, pipe, chamber, or pond/landfill construction projects of comparable size and quality.
1.04 Submittals
A. Submit manufacturer's product data and installation instructions.
B. Submit product sample for review. Reviewed and accepted samples will be returned to the
Contractor.
C. Submit material certificates for geotextile, geogrid, base course and backfill materials.
1.05 Delivery, Storage, and Handling
A. Protect all materials from damage during delivery and store UV sensitive materials under tarp to
protect from sunlight — including all plastics - when time from delivery to installation exceeds one
week. Storage should occur on smooth surfaces, free from dirt, mud and debris.
B. Handling is to be performed with equipment appropriate to the materials and site conditions, and
may include hand, handcart, forklifts, extension lifts, etc.
1.06 Project Conditions
A. Review manufacturer's recommended installation procedures and coordinate installation with other
work affected, such as grading, excavation, utilities, construction access and erosion control to
prevent all non -installation related construction traffic over the completed USDS installation,
especially with loads greater than design loads.
B. Cold weather:
1. Do not use frozen materials or materials mixed or coated with ice or frost.
2. Do not build on frozen ground or wet, saturated or muddy subgrade.
3. Care must be taken when handling plastics when air temperature is at 40 degrees or below as
plastic becomes brittle.
C. Protect partially completed installation against damage from other construction traffic when work is
in progress and following completion of backfill by establishing a perimeter with highly visible
construction tape, fencing, or other means until construction is complete.
D. Protect adjacent work from damage during USDS installation.
E. Pre -Treatment Systems to remove debris and heavy sediments MUST be in place and functional
PRIOR to operation of the USDS. Additional measures may be needed if unit is operational during
construction.

PART 2 - PRODUCTS
2.01 Availability
A. The underground storage system must:
a. Be modular in nature
b. Fit into the footprint of the specified system
c. Have a minimum of 5 years of use in the United States
d. Have a minimum of 1 million cubic feet installed and performing
e. Meet the following requirements -
Net Void Area
95
%
Service Temperature
7
-20 - 130
Degrees Fahrenheit
Unit Weight
(Single Segment w/ two internal plates)
> 13.5
Ibs
-Opening Size
< 1.5
square inches
Rib Orientation
Linear &
Parallel
Unconfined Crush Strength*
(5" x 5" plate)
34
psi
Unconfined Crush Strength*
(11" x 16" plate)
45
psi
Unconfined Crush Strength*
(16" x 27" plate)
30
psi
Diagonal Strength*
(16" x 27" plate)
19
psi
90 Day Creep Strain
< 0.5
%
"All tests performed on units with two internal plates
B. Approved Products include Atlantis Matrix D-RainTanka
Manufactured by:
Atlantis Corporation Pty Ltd
Unit 3, 19-21 Gibbes Street
Chatswood, NSW -2067 Australia
Distributed by:
ACF Environmental Phone: [phone]
2831 Cardwell Road FAX: [phone]
Richmond, VA 23234 [e-mail]
www.acfenvironmental.com
2.02 Materials
A. Base of Excavation: Shall be smooth, level and free of lumps or debris. Compact to at least 95%
Standard Proctor Density (or as required by Engineer) unless infiltration of stormwater into subgrade
is desired. A thin layer (3") of material (See Section C) is recommended to establish a level working
platform. (May not be needed in areas with sandy soils meeting requirements of Section C below.) A
CBR >5 must be achieved prior to beginning installation of RainTanks. If the base is pumping or
appears excessively soft, a geotechnical engineer should be consulted for advice. In many cases a
stabilization geotextile and 6" of compactable material that drains well will be sufficient to amend
the bearing capacity of the soil.
B. Geotextile: Most applications require ACF N080 or equivalent nonwoven geotextile with a nominal
weight of 8 oz per square yard. Applications requiring water to infiltrate%xfiltrate through the
geotextile as a primary mode of introducing or removing water from the USDS should use a woven
monofilament such as Propex 111F or equivalent. Geotextile should be appropriate for the soil type
and depth, and completely wrap the USDS.
C. Side Backfill: Structural fill, sand or other free -draining materials < 1.5" in diameter and

compactable to 95%. Must be free from lumps, debris and any sharp objects that could cut the
geotextile. Material is used for base, backfill along the sides of the structure, and top cover. Must be
compacted with powered mechanical compactor in lifts that do not exceed 12" to provide a
settlement -free surface. Even when "self -compacting" backfill materials are selected, a vibratory
compactor must be used.
D. Top Backfill: Use Side Backfill material for first 12" above the USDS. Top backfill should be
between 12"(300mm) minimum and 36" (500mm) maximum depth compacted in 6" lifts. To
support H2O loads, top cover should be 18" minimum depth (24" recommended), reinforced with a
geogrid 12" above the USDS. Material above the geogrid may vary based on the intended use of the
surface area. In no case should clays be used to backfill the USDS.
E. Geogrid: Use Huesker Fornit 30 or equivalent to reinforce backfill above the USDS to support H2O
loads (otherwise, not required). Geogrid should extend 3 feet beyond the excavation footprint.
F. Utility Marker: If required, use metallic tape at corners of install to mark the area for future utility
detection.
PART 3 - EXECUTION
3.01 Inspection
A. Examine prepared excavation for smoothness, compaction and level. Check for presence of high
water table, which must be kept at levels below the bottom of the USDS structure at all times. A
CBR >5 must be achieved prior to beginning installation of RainTanks. If the base is pumping or
appears excessively soft, a geotechnical engineer should be consulted for advice. In many cases a
stabilization geotextile and 6" of compactable material that drains well will be sufficient to amend
the bearing capacity of the soil. Do not start installation of the USDS until unsatisfactory conditions
are corrected.
B. Installation commencement constitutes acceptance of existing conditions and responsibility for
satisfactory performance. If existing conditions are found unsatisfactory, contact Project Manager
or Engineer for resolution prior to installation.
3.02 Preparation
A. Using Side Backfill Material (Section 2.02 C) level the base of the excavated area as per engineering
detail to establish a working platform for the USDS.
B. It is helpful to identify the outline of the structure on the floor of the excavation, using spray paint or
chalk line, to ensure squareness during module placement.
3.03 Installation of the USDS
A. If a liner is being used in the system to harvest stormwater or prevent groundwater intrusion, install
per manufacturer's recommendations and per engineering detail.
B. Lay geotextile on the base of the excavation and sidewalls with extra material on side to wrap the
top of the USDS. If engineering drawings do not require. geotextile on the base of the excavation,
place fabric a minimum of 20"(500mm) inside the excavated area to secure the material.
C. Install the USDS. If RainTank modules are being used, the large side plate
of the tank should be placed on the perimeter of the system. This will
typically require that the two ends of the tank area will have a row of tanks
placed perpendicular to all other tanks.
D. Wrap the USDS in geotextile fabric from the sides and the top to prevent
soil entry into the system. Overlap geotextile 12" or as recommended by
manufacturer. Take great care to avoid damage to (optional) liner during
placement.
E. Identify locations of inlet, outlet, inspection ports, and any other penetrations of the geotextile and
(optional) liner, securing pipe into boots with stainless steel pipe clamps. Support pipe in trenches
during backfill operations to prevent damage to geotextile, (optional) liner or pipe.
F. Backfilling with recommended backfill, compacting in 12" (max) lifts. Place backfill CAREFULLY
to avoid shoving or damaging system components. Use a powered mechanical compactor to compact
backfill' on structure sides with care to avoid damage to geotextile or (optional) liner.

G. Backfill above system should be compacted in 6" lifts (do not use drivable rolling compactors with
6" of cover). Alternately, a single 12" lift of backfill may be placed and compacted over the system
so long as compaction goals can be obtained. When backfill reaches an elevation 12" above the
USDS, place a layer of geogrid directly over the top of the backfill (required only when there will be
traffic loads (H20 loads) above the system), extending 3' beyond the excavation walls.
H. Place sufficient sandy gravel backfill (Section 2.02 E) material over geogrid to ensure support of
design loads. Place cover backfill in 6" lifts and compact with vibrating plates or walk -behind
rollers (do not use drivable rolling compactors) to a minimum of 95% Standard Proctor Density,
with a minimum depth of 6" (12" is recommended) and a maximum depth of 36" or as specified on
engineering drawings. Take care to PLACE backfill on top of structure to avoid damage to structure,
geotextile or (optional) liner, using low pressure tire or track vehicles.
I. Ensure that all unrelated construction traffic be kept away from the limits of excavation until the
project is complete and final surface materials are in place.
J. Place surfacing materials, such as groundcovers (no large trees), or paving materials over the
structure with care to avoid displacement of cover fill and damage to surrounding areas.
K. Backfill depth over USDS must be a MINIMUM of 18" prior to Proof Rolling area directly above
USDS. If backfill depth is less than 18" and proof rolling is required, contact engineer or
manufacturer's representative for assistance.
3.04 Cleaning
A. Perform cleaning during the installation of work and upon completion of the work. Remove from
site all excess materials, debris, and equipment. Repair any damage to adjacent materials and
surfaces resulting from installation of this work.
PART 4 — USING THE SYSTEM
4.01 Maintenance Requirements
A. Maintenance efforts should be focused on pretreatment systems. Ensuring these structures are clean
and functioning properly will prevent contamination of the USDS system and stormwater released
from the site. Pre-treatment systems should be inspected as directed by the manufacturer (for
proprietary systems) or at least quarterly for the first year of use, yearly thereafter. Maintain as needed
using acceptable practices or following manufacturer's guidelines (for proprietary systems).
B. If the USDS system included Inspection or Maintenance Ports, it will be necessary to inspect the
system for accumulation of sediments. This is done by removing the cap of the port and using a
measuring device long enough to reach the bottom of the USDS and stiff enough to push through the
loose sediments, allowing a depth measurement.
C. If sediment has accumulated beyond an acceptable level, it will be necessary to flush the USDS. This
can be done by pumping water into the Maintenance Port or adjacent structure, allowing the turbulent
flows through the USDS to re -suspend the fine sediments. If multiple Maintenance Ports have been
installed, water should be pumped into each port to tmaximize flushing efficiency. Sediment -laden
water can be pumped out and either captured for disposal or filtered through a DirtbagTA° if permitted
by the locality.
END OF SECTION

Waterfront Lifestyle Properties, LLC
P. O. Box 1499 -150 Lands End Court - Unit A13
Morehead City, NC 28557
PH [phone] FX [phone]
email: lanetteCd,,ee.rr.com
Fax Cover Page
Date: March 13, 2009
Company: NCDENR
Attention: Address Change!
Fag#: 910-350-2004
From: Lanette Willis
Number of Pages (including the cover page): 1
Comments: Re: Address change
Dear NCDENR,
We have a new mailing address:
P. Q. Box 1499
Morehead City, NC 28557
For the following companies:
NCDENR
Wilmington Regional Office
127 Cardinal Drive Extention
Wilmington, NC 28405
(Courier 04-16-33)
Beach Hut Development, LLC (10
Morgan Creek Landings, Inc. D V
Morgan Creek Landings HOA NO
Oceanfront Resort Development, LLC `� ` 5
Oceanside Yacht Club Development, Inc. I & i 5 Z
Radio Island Development Co, LLC o t/
Shores Development, Inc. nG
Shores At Spooners Creek Property Owners Association, Inca
Shores At Spooners Creek Condominium Owners Association, Inc.
Spooners Creek Development Co, LLC s v
Spooners Creek Marina, Owners Association, Inc. 00
Waterfront Lifestyle Properties, LLC ,%0
Thanks much.
Lanette Willis

Casmer, Jo
From: Lanette Willis [[e-mail]]
Sent: Thursday, April 09, 2009 7:50 AM
To: Casmer, Jo
Cc: Becky Norman (work)
Subject: Re: Faxed Address Change Notification
Attachments: Computer_Lady.gif
Hello there and thanks much for your response. Waterfront Lifestyle is also owned by the same partners as the
other LLC's, and it's a real estate company used to sell the properties after development. Recently we move the
office from 5113B Hwy 70 West to 150 Lands End Court (about three miles away). Becky Norman and I work
for Doug Brady and Jim Bailey (partners) in the Waterfront Lifestyle Properties office as the
bookkeepers/secretaries for ALL their companies. Please let me know if you need us to contact you by phone.
Thanks again for your assistance.
Sincerely,
Lanette Willis
Waterfront Lifestyle Properties, LLC
P. O. Box 1499
150 Lands End Court - Unit A 13
Morehead City, NC 28557
PH [phone] - FX [phone]
[e-mail]
-------Original Message -------
From: Casmer, Jo
Date: 4/7/2009 5:00:50 PM
To:[e-mail]
Subject. Faxed Address Change Notification
have your fax dated 3/13/2009 on Waterfront Lifestyle Properties, LLC letterhead asking us to change the
ailing address for several LLC's that we hold stormwater permits for. I am unclear as to the relationship
`ween Waterfront Lifestyle Properties and the various LLC's listed on your fax. I hesitate to process any
aA-4-:-Ls changes without explanation. Please provide. Thank you.
Jo Casmer
Administrative Assistant IV
NC Dept. Of Environment & Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
'lease note email has changed.
nail correspondence to and from this address may be subject to the North Carolina Public Records Law and

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151A Hwy. 24
Morehead City, NC 28557
[phone]
TO CD. (V1
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WE ARE SENDING YOU Lg Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints Plans
❑ Copy of letter ❑ Change order ❑
[LIEVU1912 OF 4 o e LJV@LJI 0VVLr. L
DATE 3 tr0 `
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ATTENTION
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the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
A /«A A
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MAR
THESE ARE TRANSMITTED as checked below:
W For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
i1CaVL SP,tiT V�L[ LE �d�/ �!' @UUV T► im 9" aG
itis cl,�„� Wi# 1a p/ekse
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COPY TO O�Za ��7
SIGNED:
If enclosures are not as noted, kindly noti us at once.

Re: Oceanside Yacht Club
Subject: Re: Oceanside Yacht Club
From: Linda Lewis <[e-mail]>
Date: Wed, 25 Feb 2009 15:10:25 -0500
To: Jonathan Roberts <[e-mail]>
Johnathan:
I've reviewed the information submitted on February 4, 2009 and have the following
comments:
1. The drainage area map submitted previously (January 13, 2009) was a color map with
the DA lines overlaid on the site plan. The DA map submitted on Feb. 4, is just DA
lines with no references to the site plan. Additionally, the drainage area and
built -upon area for DA's 1 and 2 have changed. Please submit 2 copies of a DA map
overlaid on the site plan.
2. Since DA's 1 and 2 have changed, the previously submitted page 2 of the
application is no longer applicable. The DA and BUA for DA's 1 and 2 needs to be
revised on Page 2 of the application.
3. Please note that the RainTank Double Module dimensions (as downloaded from the
website) are 34.65" tall x 16.06" wide by 26.97" deep. The 34.65" dimension converts
to 2.89 feet, not 2.88 feet. The detail on the plans is showing it as 34.511. If you
want to round off, as it appears you've done for the other two dimensions on that
detail, you'll have to round up to 34.711.
Linda
Jonathan Roberts wrote:
Hey Linda,
Hope all is well in Wilmington. I don't know about you but I'm ready
for some warm weather, haha. Anyways, just had a quick question
about
Oceanside Yacht Club for Doug Brady. Just wanted to know if you have
finished reviewing it and if you had anymore comments/revisions.
Hope
you have a good weekend if I don't talk to you before then.
Thanks, Johnathan
Johnathan Roberts, EIT
Stroud Engineering,P.A.
Hestron Plaza Two
151-A HWY 24
Morehead City,NC 28557
(W) 252-247-7479 (EXT.223)
(F) 252-247-4098
(Email) [e-mail]
Website: stroudengineer.com
i of 2 2/25/2009 3:17 PM

Re: Oceanside Yacht Club
Email correspondence to and from this address may be subject to the North Carolina
Public Records law and may be disclosed to third parties.
2 of 2 2/25/2009 3:17 PM

Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
January 21, 2009
Walter D. Brady, Member Manager
Oceanside Yacht Club Development, Co., Inc.
5113 B Highway 70 West
Morehead City, NC 28557
Subject: Second Request for Additional Information
Stormwater Project No. SW8 080962
Oceanside Yacht Club
Carteret County
Dear Mr. Brady:
The Wilmington Regional Office received previously requested information regarding the pending State
Stormwater Management Permit Application for Oceanside Yacht Club on January 13, 2009. A
preliminary review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
There are multiple discrepancies between the supplements, the plans and the calculations:
1. The surface area used to calculate the drawdown times of the Raintank systems must be
reduced by 10%, per the Raintank specs. Apparently, the framework of the Raintank units takes
up 10% of the available surface area.
2. The trench dimensions listed on the supplement do not match up with the overall Raintank
dimensions shown on the Stormwater Details Sheet. The trench length of the overall Raintank
system for DA #1 is reported as 112.56 feet, but shown on the details as 121.36 feet. Similar
discrepancies exist for the trench lengths reported for DA #2 and DA #3.
3. Each Raintank unit is 26.97" long and 16.06" wide. For DA #1, the total width of the trench
should be 17 units x 16.06" = 273.02 inches or 22.75 feet. The detail shows a width of 38.21 feet.
Similar discrepancies exist for the trench widths reported for DA #2 and DA #3.
4. The storage volume reported on the supplement form still does not match the volume provided in
the calculations. The calculated volume for DA #1 is 7,574 cubic feet, but the supplement
reports 7,821 cubic feet. Similar discrepancies exist for the reported storage volumes for DA #1
and DA #2. Please revise.
5. The Raintank unit height is 34.65", or 2.89 feet. If the bottom elevation of the trench is 5.0, and
since no stone is provided, then the maximum storage elevation is 5 + 2.89 or 7.89 fmsl. Please
revise the storage elevations reported on the trench supplements to 7.9 and revise the overflow
weir elevation on the Control Inlet structures for DA's 1, 2 and 3 to 7.9 fmsl.
6. Please revise the weir wall elevation of Control Inlet Structure #5 to 8.5', as per the volume
calculations, and as reported on the supplement and as previously requested.
Mailing Address Phone [phone] Internet: www.newaterauali(,y.ore
127 Cardinal Drive Extension Fax [phone] Customer Service 1-877-623-6748
Wilmington, NC 28405
WX�I-�-thCaro ' a
dv'gkrar
An Equal Opportunity/Affirmative Action Empbver— 50% Recvcled110% Post Consumer Paner

Mr. Brady
January 21,. 2009
Stormwater Application No. SW8 080952
7. The vegetated filter strip (VFS) has a trapezoidal swale cross-section with 6:1 side
slopes. A vegetated filter should be a flat grassed area, with no side slope. Is the 8' wide
flat area in the middle sufficient to provide thin sheet flow across the filter at a non -
erosive flowrate for the 10 year storm? I can't find any vegetated filter flowrate
calculations or level spreader length calculations. The supplement merely provides a
place to report the calculated information. You must still provide the actual calculations.
The length of the VFS is determined by the calculated length of the level spreader, which
will also need to be sized using the 10 year storm flowrate. Determine the LS length first,
based on the 10 year storm, then calculate the velocity in the vegetated filter using that
length and assuming a reasonable thin sheet flow depth across the filter.
8. You need only submit one signed operation and maintenance agreement that covers all
of the level spreaders and vegetated filter strips. We are currently only able to allow this
for grassed swales, level spreaders and VFS's, but not for any other BMP. To cut down
on the size of this application, I will be eliminating all but one of the signed O&M
agreements for the VFS's and Level Spreaders and marking that agreement to pertain to
all of the proposed VFS's and Level Spreaders.
Please note that a revision to one number may have a domino effect on other numbers, which
may require revision of the applications, calculations, supplements, plans, details, and
associated documentation. Please verify all numbers are correct and match up to ensure
consistency between the various application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to February 21, 2009. Since
this is the second request for information, the application must be made complete by that date,
or the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: S:IWQSISTORMWATERIADDINFO\20091080952.jan09
CC: Ron Cullipher, P.E., Stroud Engineering
Linda Lewis
Page 2 of 2

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151A Hwy. 24
Morehead City, NC 28557
(252)) 247-7479
TO �o� �a'_d'S,
4Z,"/6, , Me .2e Y i-
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints Plans
❑ Copy of letter ❑ Change order ❑
119UU19N @IF 4 n ° HI(MO 1 &I
DATE O�
JOB
�N/O_ / /j
/ I O �V-41
ATTENTION
Gl
C:✓/S
RE:
w
0 F 0
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
S S
JAN 1' S 2009
THESE ARE TRANSMITTED as checked below:
dFor approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
ff enclosures are not as noted, Kindly noti us at once.

0
0� WAr�94�
December 12, 2008
Walter D. Brady, Member Manager
Oceanside Yacht Club Development, Company, Inc.
5113 B Highway 70 West
Morehead City, NC 28557
Subject: Request for Additional Information
Stormwater Project No. SW8 080952
Oceanside Yacht Club
Carteret County
Dear Mr. Brady:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Oceanside Yacht Club on September 30, 2008. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
There appears to be a significant error of some sort in the volumes being provided for
the RainTank system. For example, the detail for System #1 indicates that 900
RainTank units will be located in an excavated area that is 112.56 feet long by 12.07
feet wide, by 2.875' high, stacked 2 high. Total volume within the excavated area is
3,906 cubic feet. How is it possible for the RainTank system to provide 7,821 cubic feet
of storage in the same amount of space?
2. Per the plan details, the void internal volume in the RainTank is 95%, and each 27" x
16"x 35" RainTank provides 8.25 cubic feet of volume, not 8.69. The total volume
provided would equate to 95% of the excavated trench volume.
3. Please provide a different calculation format for Infiltration Basins 4, 5 & 6. Simply
listing the volume provided as 9,250 cubic feet in the calculations is not sufficient.
Please calculate the volume provided in each basin by reporting the surface areas at
the bottom and storage elevations, and show the math for calculating the volume. Since
the sides are vertical, the math is a simple calculation of area multiplied by the storage
height. However simple, it must be in the calculations.
4. The section and plan views of the control inlet structure details should be oriented the
same way for ease of understanding. The Plan view is oriented vertically but the section
view is oriented horizontally. Rotating the Plan view by 90 degrees counterclockwise
would help a lot.
5. Please revise the weir wall top elevation in the Control Inlet Structures for Basins 4 5 &
6to8.5'. '
6. How do you plan to achieve even distribution of the runoff coming into the vertical -sided
basins? Please add this mechanism to the basin details.
dvatu l�Pa
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www ncwatgrcaualil3 gM Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

Mr. Brady
December 12, 2008
Stormwater Application No. SW8 080952
and associated documentation. Please verify all numbers are correct to ensure
consistency in the application documents.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to January 12,
2009, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action. pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
Linda Lewis
Environmental Engineer III
GS/arl: S:IWQSISTORMWATERIADDINFO120081080952.dec08
CC: Ron Cullipher, P.E., Stroud Engineering
Linda Lewis
Page 2 of 2

SW8 080952 Oceanside Yacht Club
Subject: SW8 080952 Oceanside Yacht Club
From: Linda Lewis <[e-mail]>
Date: Fri, 12 Dec 2008 12:45:25 -0500
To: Jonathan Roberts <[e-mail]>
CC: ron cullipher <[e-mail]>
Jonathan:
Please find attached my review comments dated today, December 12, 2008.
Linda
080952.dec08.doc Content -Type: application/msword
Content -Encoding: base64
1 of 1 12/12/2008 12:45 PM

North Carolina Department of Environment -and Natural Resources
Division of Coastal Management
Michael F: Easlay� Gouerr�ot wJames H. Gr po", DireotOr William G, F#as Jr;, Secretary
November 18, 2008
1161YIQ :
TO:, Ed Beck
Division of Water Quality — 5tormwater
FROM: Doug Haggett ,/f�
Major Permits Processing Coordinator
SUBJECT: CAMAJDREDGE & FILL Permit Application Review
Applicant: Oceanside Yacht Club Development, Inca
Project Location: The project site is located adjacent to 100 Olde Towne Yacht Club Road,
Beaufort, Carteret County..
Proposed Project: The . applicant is proposing to develop two condominium eompleaes. with a
combined total of 80 units with amenities and all. associated infrastructure
(pools, parking lot, boardwalks and access ways), maintenance shop- marina,
high ground basin and two dry stack storage facilities.
Please indicate below your agency's position or viewpoint on the proposed project and returnthis form by
12/094008. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are.
requested...
REPLY: This agency has no objection to the project as proposed.
T 1A)
This.agency has no comment on the proposed project.
Pr -J
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..
SIGNET) venue Nbilm City, North Carolina 28557
Phone: [phone] FAX:.[phone] \ Internet: wwvu.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 60% Recycled 110% Post Consumer Paper

Major Permit Fee Schedule
Circle One
DCM %
DWQ %
Development Type.
1=ee
(14300160143510009316256253)
(2430016024351000952341)
t. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas:
$250
100% ($250)
0% ($0)
11. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas:
$400
100% ($400)
0% ($0)
III. For development that Involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C,
plies:
, non-commercial
r
, if General Water
ication No. 3490
d) can be applied:
$250
100% ($250)
0% ($0)
Ili(B). 13611c. or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied:
$400
100% ($400)
0% ($0)
III(C). if General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life:
$400
60% ($240)
40% ($160)
III(D). If General Water 0ual tt
Certification No. 3490 (see
attached) cannot be appli
$400
60% ($240)
40% ($160)
IV. Development that frivtand/orU
filling and/or excavation o
than one acre of wetland
open water areas:
60% ($285)
40% ($190)
Check #
Amount
Project j ,[,�
Name _ .�� t, i
C'I ve-'l
�

DIVISION OF COASTAL MANAGEMENT '
FIELD INVESTIGATION REPORT
I. APPLICANT'S NANIE: Oceanside Yacht Club Development Inc. C/O Gene Carnes
2. LOCATION OF PROJECT SITE: Adjacent to 100 Olde Towne Yacht Club road in
Beaufort adjacent to Morgan Creek off of Hwy 70 on the north side of Bogue Sound in
Carteret County
Photo Index - 2000: grids; 42-540 Q (6), P (6), O (5,6), Z (516),
2006: grids; 42-6409 K (19,20), J (19,20), I (19,20)
State Plane Coordinates - X: 2697070.464 Y: 359798.022 Rover # J091711A
Longitude:76°40'48.55409 Latitude:34°42'58.38889
3. INVESTIGATION TYPE: CAMA/D&F `
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 9/17/08
Was Applicant Present —No
5. PROCESSING PROCEDURE: Application Received—11/17/2008
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan Morehead City dated 9/28/2008
Land Classification From LUP — Port Mixed Use/Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Residential condos with amenities (No), marina, dry stack and
upland basin (Yes)
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing — None
Planned - Morehead City sewer
(F) Type of Structures: Existing — Old dilapidated bulkhead
Planned - Residential condominiums with all infrastructure
and amenities, upland basin, marina and dry stack
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Shallow Bottom
39,100ft2
N/A
N/A
(B) High Ground
57,350 ftz
496,142.2ft2
N/A
Disturbed
(C) Open Water Shoreline
N/A
N/A
3858 ftz Shaded
12,280 ftz Inco .
(D) Open Water Basin
N/A
N/A
4320 ftz Shaded
18150 ftz Inco .
(D) Total Area Disturbed: 126,880 ftz
(E) Primary Nursery Area: No

Field Investigation Report:
Oceanside Yacht Club Development Inc.
Page 02
(F) Water Classification: SA, HQW Open: No
8. PROJECT SL-MMARY: The applicant is proposing to develop two condominium
complexes with a combined total of 80 units with amenities and all associated
infrastructure (pools, parking lot, boardwalks and access ways), maintenance shop, marina,
high ground basin and two dry stack storage facilities.
9. Narrative Description:
The Oceanside Yacht Club project is located adjacent to 100 Olde Town Yacht Club Road on
Radio Island in Morehead City, Carteret County. Olde Town Yacht Club Road is found by
turning south off of Highway 70 East in what is locally known as the Morehead City/ Beaufort
Causeway onto Radio Island road and then left onto Marine Drive. Follow Marine Drive for a
short distance and turn left onto Olde Town Yacht Club Drive. The property is immediately on
the left adjacent to the existing Olde Town Yacht Club. The property is adjacent to the
Morehead City Channel and located along the west shore of Morgan Creek.
Oceanside Yacht Club is 11.40 acres in its entirety and has an average elevation of 3.0' above
NHW according to the plat dated received 10/7/08. The high ground portion of this site is
void of vegetation with the exception of weeds. There is a small portion of Salt Meadow Hay
(Spartina patens), which is non jurisdictional. There is a visible 1'-2' escarpment along the
shoreline. The substrate in this area is thick organic mud. This section of Morgan Creek and
Morehead City Channel are not Primary Nursery Areas as designated by the Division of
Marine Fisheries and the Division of Water Quality classifies these as SA and HQW waters.
The area in which the proposed project would take place is not open to the taking of shellfish.
Morehead City's Land Use Plan dated 2008 classifies this area as Port Mixed Use with
conservation in the AECs. Through field verification and aerial photos SAV's were not
observed. The width of the water body is 285' from edge of marsh to edge of marsh with the
full project work located 40' from the federal channel.
10. Proiect Description:
The applicant is proposing two condominiums with a combined total of 80 units, 28 slip
upland basin with a maintenance shop, 10 slips along Morgan Creek, one dry stack building
and one open storage with a total of 480 units, two story clubhouse, sidewalks, boardwalks,
two pools, excavation within Morgan Creek and all associated roads and utilities.
The high ground portion of this project would involve the disturbance of 11.4 acres. The
condominiums would each have the dimensions of 65' x 245' with three stories, parking
under the units and a height of 72' . The first condominium building located at the northeast
corner of the property would be a minimum of 35' from NHW along Morgan Creek and 31'
from NHW within the basin. The second condominium building located at the southeast
corner would be located 205' from NHW within the new high ground basin. The clubhouse
would be two-story and have dimensions of 55' x 85' with a pool with a concrete apron
located at the south side of the building. It would be a distance of 30' from NHW within the
basin and 120' from NHW along Morgan Creek. Phase one dry stack building would be 190'

Field Investigation Report:
Oceanside Yacht Club Development Inc.
Page 03
x 295' with phase two retaining open dry stack storage. The drystack building would be
located a distance of 50' from NHW within the basin. A second pool with a concrete apron
would be located at the southeast corner of the property behind the second condominium
building. A maintenance shop would be located at the north west of the property with
dimension of 45' x 108'. There would also be 435 asphalt parking spaces located along the
tract. All other areas would be grassed with the exception of the concrete in the phase H dry
stack area and at the drop zones. The percentage of impervious within the 75' AEC would be
at 45.27%. An innovative stormwater plan has been submitted to allow for the % increase
above the maximum 30 %. Once built out the percentage of the entire tract to be covered with
impervious would be 73.17%.
The upland basin proposed would have dimensions of 155' x 370' and would require
excavation of a total of 27,383.44 cubic yards to a depth of —8' NLW from + 5' NHW. A 50'
plug would be in place to separate the upland basin dig from public trust waters until project
completion. All spoils would be located on the high ground portion of the tract outside of the
75' AEC through hydraulic dredging and Morgan's Creek would be done with mechanical
bucket to barge dredging.
The dimensions for the mechanical spoil disposal site would be 284' x 194' allowing for a
volume of 11,200 cubic yards of material. The mechanical spoil site would be enclosed by silt
fencing until dewatering occurred and the spoil would then be used on the tract as needed. The
hydraulic spoil site dimensions would be 243' x 178' and would be located at the southeast
portion of the property outside of the AEC with a minimum distance of 80' from NHW along
Morgan Creek and have an outer layer of silt fencing and then an inner berm. The berm would
start from grade and rise with an outer 3:1 ratio to a 5' platform then fall with an inner 2:1
ratio. The fill height would be 5' with a 2' freeboard. All sides of the berm would be designed
in this manner. The dimensions of the berm would be 225' wide x 275' long and allow for
27,383 cubic yards of material. The existing ground surface is at + 7' with the berm height at
+9' from existing grade. There would be a 240' influent pipe from Morgan Creek to the spoil
area and a 140' effluent pipe leaving the spoil area with a settling basin and discharging into
Morgan Creek. The pipes would be located a distance of 140' apart.
The applicants are proposing 28 slips within the high ground basin. There would be (16) 4' x
30' finger piers and 42 pilings. There would be (3) 8' x 40' floating dropdown platforms used
for the dry stack unloading at the drop zone areas. Three floating docks are proposed within
the basin. On the northwest side of the basin would be a 6' x 290' floating dock with a 6' x
330' floating dock on the northeast side. A 6' x 100' floating dock would be located at the
southwest corner of the basin and used for staging. The water depths would be an average of —
9' NLW. They are proposing 5700 square feet of concrete inside the buffer at the drop zones,
which per the applicant is needed for safety. A pump out and fuel dispenser station would be
located at the southwest corner of the basin.
To stabilize the upland basin the applicants propose an 870' vinyl bulkhead. It would start at
the northwest side of the basin off of Morgan Creek for 15' at NEW and continue southwest
for 400' then turn east for 130'. It would then continue north for a total of 325' before
reaching the existing bank of Morgan Creek.

Field Investigation Report:
Oceanside Yacht Club Development Inc.
Page 04
The applicants are also proposing a concrete bulkhead at the shoreline of the proposed 10 slips
in Morgan Creek. This bulkhead would begin where the vinyl basin bulkhead ended and
follow the shore for 285' and tie into an existing concrete bulkhead. Both bulkheads would be
constructed an average distance of 2' waterward of NH-VV with a maximum distance of 5'
waterward of NHW at the existing escarpment.
The applicants are proposing 10 slips along the shoreline of Morgan Creek. They are
proposing to use mechanical bucket to barge dredging with dimensions for the excavation at
90' x 420' and located a distance of 40' from the federal channel. The excavation would
remove an average of 11,585 cubic yards of material to an average depth of —9' NLW from an
average existing depth of —1' NLW. There are eight finger piers proposed along this shoreline
with 12 pilings separate from the fingers. The finger piers would be a distance of 3' to 12'
landward of the U.S. Corps of Engineers setback, which is 51' from the edge of the channel.
The two finger piers proposed at the northwest side would be 5' x 42' with the remaining
finger pier dimensions at 5' x 62.5'. A 6' x 245' floating dock would run parallel with the
proposed bulkhead and landward of the proposed finger piers. The water depths would be an
average of —9' NLW. The docks along the shoreline of Morgan Creek would be located 3' to
15' landward of the 50' USACOE federal channel setback and extend a maximum distance of
60' into the water body with the width of Morgan Creek at 285' . The riparian corridors are not
shown however they are pulled 90 degrees from the channel. The applicants have obtained a
waiver from the property located to the west. All setback requirements would be met.
11. Anticipated Impacts:
The proposed development would result in the disturbance of 11.39 acres of high ground. The
development as proposed would involve 39,100 ftz of open water to be excavated and would
disturb a total of 496,142 ft2 of high ground with the excavation of 57,350 ft2 removed for the
basin. The docking systems along the shoreline of Morgan creek would shade 3858 ftz and
incorporate 12,280 ft2 of open water. The docks within the basin would shade 4320 ftz and
incorporate 18150 ft2 of open water. A total of 28 slips would be located within the high
ground basin with 10 slips located along the shoreline of Morgan Creek with a use of private
community. Once built out, this project would be 45.270% impervious within the 75' AEC
and 73.170% impervious for the entire tract. An innovative design has been prepared, signed
and sealed which is consistent with the 30% requirements. There should be no hazard to
navigation resulting from this project, as there are other docks of equivalent length along the
same shoreline and would be located landward of the USACOE setback. The setting of pilings
would result in temporary turbidity. The turbidity within the basin would be minimized with
the setting of a 50' plug. There would be 5700 ft2 of concrete located within the 30' buffer,
which according to the applicant is required for safety. The tidal flux as well as the gradual
water depth in the basin would provide adequate flushing for circulation.
Heather Styron 11/17/08 Morehead City

11110 mP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Project Name (if applicable)
Oceanside Yacht Club Development Inc.
Oceanside Yacht Club .i
Applicant 1: First, Name
MI
Last Name
Gene
Carnes
Applicant 2: First Name
MI
Last Name
Radio Island Development Co. landowner
Jim Bailey
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
P.O. Box 3576
Morehead City
N.C.
ZIP
Country
Phone No.
FAX No.
28557
252 - 726 - 7919 ext.
- -
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Oceanside Yacht Club Development Inc.
Agent/ Contractor 1: First Name
Gene
MI
Last Name
Carnes
Agentl Contractor 2: First Name
MI
Last Name
Mailing Address
P.O.Box 3576
PO Box
City
Morehead City
State
N.C.
ZIP
28557
Phone No. 1
252 - 726 - 7919 ext.
Phone No. 2
- _ ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
adjacent to 100 Olde Towne Yacht Club Rd.
SR1175
Subdivision Name
City
State
Zip
NA
Beaufort
N.C. " r
285.16 -
Phone No.
Lot No.(s) (if many, attach additional page r ilh.list►
NA - - ext.
NA, .
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak River
Morgan Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade DUnknown
Bogue Sound
e. -Is proposed work within city limits or planning jurisdiction?
f. If applicable, fist the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Morehead City
4. Site Description
a: Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
+ - 425'
496,446.15 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high watel) or
NA, I I NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +- 3- ®NHW or ❑NWL
e. Vegetation on tract
Wax myrtle, sedges, red cedar, upland trees and grasses
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adiacent to the proposed project site.
Eastside- Olde Towne Yacht Club Westside- Gillikins fishhouse and boatyard
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
PD - Planned Development (Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a DYes ®No []NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
❑Yes ZNU
[]Yes ®No
❑Yes ❑No
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Drystack / Wetslip marina development with upland basin, residential condominiums
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Upland basin excavated with 50' plug, excavation in public trust water will be accomplished utilizing a long reach excavator,
all equipment to be stored on site at highest elevation
d. List all development activities you propose.
Drystack facility with associated parking and infrastructure, 370'xl55' upland basin,28 upland basin wetslips, 870' bulkhead,
10 shoreline wetslips, 285' shoreline bulkhead, 2 condominiums total 80 units, 2 swimming pools, 435 parking spaces,
maintenance shop
e. Are the proposed activities maintenance of an existing project, new work, or both? new work
f. What is the approximate total disturbed land area resulting from the proposed project? 11.39 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidonallnformadon
In addition to this completed application form, (MP-1) the hollowing items below, if applicable, must be submitted in older for the application
Package to be complete- Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative. - 1
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? ff previously authorized work, clearly indicate on maps, plats, drawings to diptinguish
between work completed. and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e..The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name Joseph Eudy Phone No. 252 637 0222
Address 519 East Front St. New Bern N.C. 28560
Name Olde Towne Yacht Club Inc. Phone No. 252 726 3066
Address 100 Olde Towne Yacht Club Rd. Beaufort, N.C. 28516 % Dana Fulcher
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
L Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7, 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 the conditions and restrictions contained in the permit.
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.
Date Print Name 1!(
Signature ( "'
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
upland 370'
openwat. 425'
Width
upland 155'
openwat.65'
Avg. Existing
upland +5'
NA
NA
Depth
openwat. -1'
Final Project
upland -8710'
Depth
openwater
NA
NA
-8'/10,
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. sand
NHW 7813.88 cu.yd.
c. (i) Does the area to be excavated include coastal wetlandsimarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
27,383.44 cu.yd.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On site mechanical 284'xl94' hydraulic 243'xl78'
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA ❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
(i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the ❑Yes ®No ❑NA
number of square feet affected. (ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
OWL ®None -
(ii) Describe the purpose of disposal in these areas:

3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. i ype or snorenne staomzation:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: NHW 2'
e. Type of stabilization material:
shoreline bulkhead & launch site concrete, upland basin vinyl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 5 sq. ft. Riprap
Breakwater/Sill Other
1. Source of fill material.
dewatered spoil from on site upland basin
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
b. Length: 285' shoreline .870' upland basin
Width: 1.5'
d. Maximum distance waterward of NHW or NWL: NHW 5'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
clean sand from basin excavation
a. (i) Will fill material be brought to the site? ❑Yes ®No ❑NA b.
If yes,
(11) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
This section not applicable
(i) Will fill material be placed in coast:;l wetlands/marsh (CW),
submerged aquatic vegetation (f. AV), shell bottom (SB), or
other wetlands (WL)? If any box s are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the fill it �nese areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipmer. . will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
combination of bulkhead and silt fence dump truck, bulldozer, long reach a<;avator
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Date '
C/
Project Name
d. (i) Will wetlands be crossed in transaorting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
•J/ �3 G
Applicant NameQ?)�W1
/I��l!
Appl"' nt Signature

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Applicaf .n for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this prc .sed project. Please include all supplemental information.
GEC IERAL UPLAND DE
a. T :: and number of buildings.
iposed.
Dryst4 k storage, clubhow
condor iium, 48 unit conc
parking aces, boar ,walk
�"OPMENT
;lities, units or structures b. Number of lots or parcels.
1 parcel
naintinance shop,32 unit
nium,2 swimming pools, 435
id access ways
c. Density (give the numbe %f re ?tial units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
80 units - 8.08 per ac. 11.39 ac.
e. If the proposed project will disc
Division of Land Resources mi
sedimentation control plan at It
activity begins.
(i) If applicable, has a sedimer
submitted to the Division o`
[]Yes ®No ❑NA
(ii) If yes, list the date submittec
-:ore than one acre of land, the
:eive an erosion and
-0 days before land -disturbing
and erosion control plan been
.i Resources?
preparation
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete and asphalt
g. Give the per. entage of the tract In the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covere( °mpervious andh -It-upon surfaces, such as require a Stormwater Certification.
pavement. ,:;iding, rooftops, of used for vehicular driveways (1) Has a site development plan been submitted to the Division of
or parking Water Quality for review?
45.270/. ❑Yes ®No ❑NA
Givu ge of if, • !ntii -at to be covered by impervious (ii) If yes, list the date submitted: _in
and/or bu.. -u surfai-.: auct pavement, building, rooftops, preparation
or to be usec vehia- .rive s or parking.
73.17%
j. Descrit. .,posed method of : ge disposal. k. Have the facilities described in Item (i) received state or local
Centr:- sewage from Morel, City approval?
[]Yes ®No [:]NA
If yes, attach appropriate documentation.
I. Describe location and type of pr sed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitz. wastewater, industrial/ design?
commercial effluent, 'Smash dow;. .-nd residential discharges). ®Yes []No ❑NA
surface runoff, (6)stormwater vegetative filters spaced If yes, attach appropriate documentation.
along the bulkhead

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Potable water from Morehead City
o. When was the lot(s) platted and recorded?
July 29,2003
Date
Project Name
Applicant Name
Appliynt Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint:
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑PublicJGovemment OPrivate/Community
❑This section not applicabte
b. (1) Will the facility be open to the general public?
®Yes [IN*
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes []No
(ii) Number 4 separate
If yes:
(iii) Length U290' (1)330' (1190' (11250'
(ii) Number 0shoreline (16)upland basin
(iv) Width 6'
(iii) Length (6)62.5' shoreline(2)42' shoreline
(v) Floating ®Yes ❑No
.061l30'uoland basin
(iv) Width Mshoreline Mupland basin
(v) Floating ®Yes []No
e. (i) Are Platforms included? ®Yes [:]No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
If yes:
(ii) Number 3
(ii) Number
(III) Length 40'
(ii) Length
(iv) Width 8'
(iv) Width
(v) Floating ®Yes ❑No
Note. Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h_ Check all the types of services to be provided.
(101shoreline (28)upland basin
® Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
0
® Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: (I01shoreline
(28)upland basin
® Dry storage; number of boats: 240 drvstack 240 open
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe.
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
® Land cut and access channel charter boats, sail boats, mixed types).
®Open water dredging for basin and/or channel open. runabout
[]open water; no dredging required
[]Other, please describe:
k- Typical boat length: 32' I. (i) Will the facility be open to the general public?

m. (i) Will the facility have tie pilings? ®Yes ❑No —.
®Yes ❑No
(ii) If yes number of tie pilings?
(20)shoreline (44)upland basin
2" DOCKING FACILITY/MARINA OPERATIONS ❑Thrssect
ior,:rr�ta�aplicable
V o
a. Check each of the following sanitary facilities that will be included in the proposed project.
N Office Toilets
® Toilets for patrons; Number: 2; Location: Club house
® Showers
® Boatholding tank pumpout; Give type and location: portable system, drystack launch site
b. Describe treatment type and disposal location for all sanitary wastewater.
public sewer from Morehead City
c. Describe the disposal of solid waste, fish offal and trash.
public trash pick up- dumpsters
d. How will overboard discharge of sewage from boats be controlled?
placement of "No Discharge" signs
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(5) each end of bulkhead, basin entrance, drystack launch site
(ii) Give the location and number of "Pumpout Available" signs proposed.
(2) drystack launch site
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
None
g. Where will residue from vessel maintenance be disposed of?
public trash- dumpsters
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
(2) at launch site, active electronic alarm and shutdowns, oilbooms and absorbent pads
j. What will be the marina policy on overnight and live -aboard dockage?
No overnight or live -aboard
k. Describe design measures that promote boat basin flushing?
Basin width and graduated water depth

I. If this project is an expansion of an existing marina, what types of services are currently provided?
None
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(III) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW,:NWL, or wetlands
141, i
6. MOORING PILINGS and BUOYS [I This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliclGovernment ®Private/Community
Q Distance to be placed beyond shoreline NA
Note: This should be measured from marsh edge, if present.
b. Number None
d. Description of buoy (color, inscription, size, anchor, etc.)
None

e. Arc of the swing NA
7, GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
(15')eastside , setback waived westside signed waiver (15')eastside , setback waived westside signed waiver
included included
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
+- 285'
a. (i) Will navigational aids be required as a result of the project'
❑Yes ®No ❑NA
(iiY If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
NLW +- Z shoreline
B. OTHER El This section not applicable
a. Give complete description:
Safe operation of forklifs going to,from and around the waterrront launch site with a load that may exceed 60' and weigh
150,000 lbs. requires a pad with an excess of heavly reinforced concrete.
Date
ProjectWarne'
Applicant Name _
Applidant Signature
I

Oceanside Yacht Club Development, Inc.
P. O. Box 3576 - Morehead City, NC 28557
North Carolina Division of Coastal Management
400 Commerce Ave
Morehead City, NC 28557
This project will make a barren spoil tract into a clean marine and residential development. When
developers purchased this property, the division included part of a fish house dock that extended
across the riparian line. Cleanup will include but not be limited to removal of that part of the fish
house dock, an abandoned barge, sunken boat, debris and rubble on high ground. There will be an
upland basin, with a 480 unit dry stack boat storage. This will sit on the west end of the upland basin
with associated launch site, staging, twenty-eight (28) wet slips and a maintenance shop for boats
using the dry stack. A two-story clubhouse and pool will sit along the east side of the upland basin.
Along the Morgan Creek shoreline will be ten (10) wet slips and one (1) residential condominium.
A second condominium and pool will sit on the east end of the property with a combined total of 80
units and 435 parking spaces for the project.
The excavation in public trust water will be done with a long reach excavator, and the spoil will be
contained on the site in approved locations, along with spoil from the upland basin. A fifty (50) foot
plug will separate the upland basin dig from public trust waters until the project completion. The
spoil will be de -watered and used to fill and grade the tract as needed.
The Town of Morehead City's open usable and green space ordinance has been addressed, and the
development does comply with required regulations. Water quality and run off will be taken care
of with an engineered water retention plan. Potable water and waste treatment are provided by the
Town of Morehead City. Solid waste will be handled with dumpsters collected by public trash
removal.
Oceanside Yacht Club Development, Inc.
s
;A

Quible
SINCE 1959
Quible & Associates, P.C,
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • PO. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
JOB
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE

LV
nA
7 a c OCEANSIDE YACHT CLUB
a o,�p PHASE III
n
l� MOREHEAD CITY, NORTH CAROUNA e s ee.. wo._ Aed1Ym 6saWen Plee WOeeM �.

104
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Tax ParcelID
Revenue Stamps
Prepared by:
Moses D. Lasitter
Attorney at Law
New Bern, NC 28560
(File: )
NORTH CAROLINA
CARTERET COUNTY
1 _ 5
U�i ERi. T C%10[l ,-1T 1
()F,,'08/ 2Ca(.?_1 13.mi_ 1.f a(ic';if)()
l"alp 1.0:1.0'12,,'i 1='..il:�r..a 1. [7•1, 15
NORTH CAROLINA, CARTERET COUNTY
The foregoing csrtificaie(s) of Notary public(s) is/are
certified to ba correct, This 4wtr anti :his certn
is/ar-
cate are duly registered at the date" and tirr�. and in
the Book and Page shown.on the frimt page hereof.
Melanie Arttt;►r er of D
Z"Z�a 61 , ,t
THIS DEED, made this day of t, , 2003, by JOSEPH EUDY and
wife CELIA LIVELY EUDY (hereinafter referred t as "Grantor"), and RADIO IRT,ANT)
DEVELOPMENT COMPANY, LLC, whose address is
(hereinafter referred to as "Grantee");
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required
by context.
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situated in Carteret County, North
Carolina, and more particularly described as follows:
See EXHIBIT A attached hereto and incorporated herein by
reference.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
0

IN TESTIMONY WHEREOF, Grantor has hereunto set his hand and seal or has caused this
instrument to be properly executed in such fonn as to be binding after proper authority having been
given, this the day and year first above written.
EUDY
CELIA LIVELY OUDDY
NORTH CAROLINA
COUNTY
Dot, 11m.5 I •4,4L�"
State, do herebycertify that T Y and wife CELIA , a Notary Public in and for said �
LIVELY EUDY
appeared before this day and acknowledged the due execution of the foregoing
the purposes therein expressed. going it
Witness my hand and official stamp,? s ..is
NORTH CAROLINA
EAL)
SEAL)
�iially . '
t no, IN
Y t
o-
CARTERET COUNTY s':,.ti� ::• ;3:.t; ra,.,r:.,�...,��,,,,
r:.. !'
The certificate of the foregoing Notary is certified to be correct. This instrument was
Presented for registration this day and hour, and duly recorded in the Office of the Register hfDeeds
of Carteret County, NC, in Book , Page
This __ day of
ary Public N .
commission expires:.
2003, at
o'clock M.
Register of Deeds By
Asst./Deputy Register of Deeds

EXHIBIT A
Tract 1: Tax Parcel Split #6395.00.69.5694
(12+/_ Acres — Radio Island)
BEING located on Radio Island, Carteret County and consisting of twelve (12) acres,
more or less, more particularly described as follows:
Beginning at a point in the eastern right of way margin of Marine Drive, which point
marks the northwest corner of that .80 acre tract of property conveyed by the parties hereto to
Carolina Atlantic Seafood Enterprises, Inc. by deed dated October 30, 1997 and recorded in
Deed Book 879, Page 364, Carteret County Registry. From said POINT AND PLACE OF
BEGINNING, North 01 00 East along the eastern right of way of Marine Drive, 400 feet to a
point; thence South 70 2138 East 612.52 feet to'a set iron rod; thence, North 52 23 East 200.9
feet to a magnetic nail located in the bulkhead wall along Moulton Creek; running thence the
following courses and distances along the highwater mark of Moulton Creek, South 36 54 East
209.24 feet; South 58 20 East 58 feet; South 4130 East 7I feet; South 49 15 East 48 feet and
South 78 00 East 48 feet to a point in the common line with the Piners (0); thence South 01 06
West 530.93 feet to a point being the northeast corner of that .80 acre tract of property conveyed
to Carolina Atlantic Seafood Enterprises, Inc. recorded in Deed Book 879, Page 364, Carteret
County Registry; thence North 64 00 West. with the north line of the .80 acre tract a distance of
1,154.87 feet to the point and place of beginning, together with all riparian and littoral rights
incident and attached thereto.
Being the same property as depicted on that survey prepared by Larry C. Pittman, RLS entitled
"Sam Morgan Heirs" and dated May 12, 2003, reference to which is made for a more particular
description.
NOTE 1: The conveyance by Grantor of the above described property includes all'nght,
title and interest in and to any improvements (i.e. docks) that are located within the riparian
access corridor for the above described property, regardless of whether the same are physically
attached to said property.
NOTE 2: The conveyance by Grantor of their interest in this tract includes all of their right,
title or interest in and to "Morgan Lane Extension", as the same is depicted in Map Book
Page � Carteret County Registry but only to the extent the same is located within the bounds
of this said tract.
NOTE 3: By executing this deed, Grantor hereby waives the CAMA fifteen (15) foot -side
setback rule as to "Tract 1" as described in Deed Book CS Page E , Carteret County
Registry;
B4QK�:PAGE� %

Tract 2. Tax Parcel #6396.19.60.2754
(Radio Island - Portion of Lot 23, Breakwater Spit)
Being a tract of land located on Radio Island, Carteret County, North Carolina consistin
of .08 acres, more or less, and further identified as Carteret County Tax Parcel Carolina
consi 754
Beginning at the northeast corner of Lot 24, Breakwater Spit Subdivision - Addition, as
the same is depicted in Map Book 4, Page 7, Carteret County Registry; thence, South 54 36
West 125.00 feet to the eastern margin Of Morgan Street; thence, North 35 24 West with the
eastern margin of said right of way, 80.5 feet to a point; running thence in a southeasterly
g
direction a distance of approximately 148.68 feet to the point and place of beginning.
Tract 3. Tax Parcel #6396.19.60.9579
(Radio Island - Lot 7, Breakwater Spit and Acreage)
Being a tract of land located on Radio Island, Carteret County, North Carolina
comprising 19.43 acres, more or less, and more particularly described as follows:
Beginning at the northwest corner of Lot 7, Breakwater Spit Subdivision as the same is
depicted in Map Book 4, Page 7, Carteret County Registry. From said point North 88 56 44 Ea.
145.17 feet to the northeast corner of Lot 1, Thoroughfare Subdivision as the same is de icte s
reap Book 1, Page 214, Carteret County Registry; thence, South 00 00 00 East 138.84 fe d m
highwater mark of Beaufort Harbor; thence with the various courses of the hig ahwater mark oet o th
Beaufort Harbor,, South 89 00 00 West 12.37 feet to a point; thence North 28 28 49 West 24
.80
feet to a point; thence South 7136 56 West 28.45 feet to apoint; f
South 0122
49.14 feet to a point; thence South 15 34 38 East 182.10 feet toa po nt;e hence So th05 West
East 40.28 feet to a point; thence North 74 32 54 East 105.85 feet to a point; thence 8 13 1
29 East 83.37 feet to a point; thence North 66 43 47 East 70.96 feet to a point; thence S
24 56 East 4I.14 feet to a point; thence South 36 10 35 East 4 North 59 12
4,42 feet to a point; thence South
44 07 35 East 25.77 feet to a point; thence South 37 22 43 East 21064 feet to a point; thencf;
South 78
South 36 08 45 East 348.61 feet to a point; thence, South 17 14 01 East 366.19 feet
thence South 54 17 15 East 41.65 feet to a point; thence, South 22 09 34 East 245 to a point;
Point; thence, South 15 04 32 East 152.64 feet to a point; thence, South 06 46 38 E9 feet . a
feet to a point; thence, South 12 02 16 West 165.95 feet to a point; thence No East 135W
174.04 feet to a point; thence North 60 35 41 West 187.2'1 feet to a point; thence N rt 40 West
39 West 247.04 feet to a point; thence North 42 27 17 North 50 17
29 17 00 West 272.07 feet to a point; thence North 02 0 06 West SSe18 feetet to a polat' thence No
North 00 57 22 West 60.38 feet to a point; thence North 30 16 36 West 184.53 f point; thence
thence North 12 12 28 West 148.29 feet to a point; thence North 3122 23 Eastfeet tc a point;
Point; thence North 30 26 21 West 103.65 feet to a point; thence North 26 03 46
feet to a point; thence South 80 17 47 West 15.50 feet to 128.20 feet to a
272.34 feet to a point; thence North 66 18 03 West 53.89 West 198.76
a point; thence North , 51 23 West
West 138.70 feet to the point and place of beginning. feet to a point; thence, North 01 00 0

Being the same property as depicted on that certain survey or plat entitled "Survey for
Radio Island Development Company, LLC" prepared by W.D. Daniels, Jr., RLS dated June 11,
2003 and recorded in Map Book} , Page jJ Carteret County Registry.
NOTE 1: The conveyance by Grantor of their interest in this tract includes all of their right,
title or interest in and to the unopened right of way "Fort Macon Drive" as the same is depicted
in Map Book 4, Page 7, Carteret County Registry,
.
NOTE 2: All calls in the above legal descriptions running along Beaufort Harbor and/or
Moultons Creek shall be deemed to extend to and run with the various courses of the highwater
mark for said bodies of water.

PLAT INFORMATION TAKEN FROM PLAT ENTITLED
"OCEANSIDE YACHT CLUB" DATED 6 AUG 08
JOB NUMBER: 2005426 — PREPARED BY LSA & LDD
EDA pa Architects —Engineers —Planners & W.D. DANIELS
JR. PLS.
CARTERET
COUNTY
ZONED I.P.
DRIVEWAY
CONNECTIONS AS
REQ'D BY NCDOT
AND/OR OTHERS.
LEGEND
MOREHEAD
CITY
ZONED P.D.
> `IIIII
0
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EASEMENT
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PROPOSED BUILDING
PROPOSED ASPHALT
.. 'frS.J.SifSif�S�ft'+.
t PROPOSED AREA TO EXCAVATED
PROPOSED BASIN
PROPOSED CONCRETE
d
A G
I
(� PROPOSED GRASS AREA
PROPOSED GRAVEL
PROPOSED WOODEN WALKWAY
PROPOSED OPEN WATER SLIP
a PROPOSED UPLAND BASIN SLIP
4- (-0.6) EXISTING WATER DEPTH IN FEET (NLW)
DRAWING FILE: P07117—OPTION-13.dwg
PLOT SCALE- 1:1
RE])
±35,162.50 SQ.FT.
±210,975 CU.FT.
110 \ - t7,813.88 CU.YDS.
ed
9�0
JOSEPH EUDY et ux START OF PROPOSED \
Deed Book 1010 Page 122 (3-10) 64' x 24' BULKHEAD INCLUDING
ZONED I.P. MOORING PILINGS: 36 TJRN BACK \
FINGER PIERS: .'�ft5 p55 r
+
( 2) 42 x 5
{6) 62.5 x 5'
DUMPSTER WITH ��� �\ ��t� (�\ ��� f } �''S t44 + +1'� P !� O
k ! j j..i' .� . 5
ENCLOSURE/UNLOADING ZONEOCJ.s
11/rf�Pf�I/4
PROPOSED 0 ��Q P� _ ;5 d5�...r,..
OWNER: 7210
CEANSIDE YACHT CLUB �° T
0 oT�C
5110—B HIGHWAY 70 WEST
MOREHEAD CITY, NC 28557 'I
I
PHONE: 252-726— 2060
NOTES:
1. TOTAL LOT AREA: ±496,446.15 SQ.FT. (±11.39 ACR S)
i
2. TOTAL LOT AREA {EXCLUDING BOAT BAS(N): f430,9 4.51 SQ.FT. (±9.89 ACRES)
3. TOTAL IMPERVIOUS COVER PROPOSED
±315,325.98 SQ.FT. (73.17%)
A. BUILDINGS: ±96,571.59 SQ.FT. (22.41%)
B. OTHER: ±218,754.39 SQ.FT. (50.76%)
4. IMPERVIOUS COVERAGE WITHIN 75FT AEC:
±35,120.89 SQ.FT. (f45.27%)
* POOL WET AREA AND WOODED, DECKS
CONSIDERED PERVIOUS.
* TOTAL LOT AREA DOES NOT INCLUDE
VEGETATED EASEMENT.
* SAFE OPERATIONS OF FORKLIFTS GOING TO, I'
FROM & AROUND THE WATER FRONT LAUNCH
SITE WITH A LOAD THAT MAY EXCEED 60
i
AND WEIGH 150,000Ibs. REQUIRES A PAP
WITH AN EXCESS OF HEAVILY REINFORCED CONCRETE
I
CERTIFICATE
THIS PROJECT IS DESIGNED IN ACCORDANCE WITH
T15: 07H 200 THROUGH INNOVATIVE- DESIGN. THE
SYSTEM WILL PROVIDE PROTECTION THAT IS EQUAL G'
TO OR EXCEEDS THE PROTECTION THAT WOULD BE
PROVIDED BY THE 30% RULE.
i
i
RONALD D. CULLIPHER, P.E. DATE
li
NpR�
c�ROU
jV,q ST
Ip�,�O ApoR�
G \ \
SLIP DIMENSIONS
[BASIN] °�^s
TO BE EXCAVATED BELOW NH
— SLIPS: (1— 28) 31.5' x 12'
— MOORING PILINGS: 90
— FINGER PIERS: (16) 30' x 4'
[CREEK]
— SLIPS:
(1) 43.5' x 22'
(2) 64' x 27'
4-•
GRASS PAVE SYSTEM TO JOIN
EXISTING PAVEMENT TO FORM FIRE
LANE
NOTE: NEW WATER LINE TO LOOP INTO EXISTING OTYC I & li WATER
LINE.
DRAINAGE I PACT 5IATEMENT
ALL STORM DRAINAGE SHALL BE ADEQUATELY DESIGNED SO THAT ROADS MAY BE MAINTAINED
WITHOUT EXCESSIVE COST, AND SO AS TO PREVENT FLOODING ON PRIVATE PROPERTY FROM
STORM RUNOFF IN ACCORDANCE WITH UDO ARTICLE 13.3
GRASS PAVE SYSTEM
TO JOIN EXISTING
PAVEMENT TO FORM
FIRE LANE
\
Sr
5' FLOATING FINGER
PIERS 62.5' LONG \
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RADIO ISLAND
CARTERET COUNTY, NC
US Highway 70 . .. _...._fnv Road
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OLDIE TOWNS YACHT CLUB
Deed Book 679 Page 364
tg*sl©tiT � OF h,
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COMMISSION NO.
P07117
DESIGNED BY
JSL
DRAWN BY
%
AL
CHECKED BY
JSL
ISSUE DATE
6-25-05
SHEET N0.
OF 4 SHEETS

Im
MA
RAQ10 ISLAND
PLAT INFORMATION TAKEN FROM PLAT ENTITLED CARTERET COUNTY, NC
"OCEANSIDE YACHT CLUB" DATED 6 AUG 08 > ® Z z_ N
JOB NUMBER: 2005426 - PREPARED BY LSA & LDD US Highway 70 Z "
c � 01d C useway Road Z LLJ
\ EDA pa Architect. —Engineers—Planners & W.D. DANIELS Ro ° ® _ N E
o�
f- z x o � '�o� W V) N v
\ Q_ o V N ai
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\ \
\ \ NOT TO SCALE
S
38E off_ \
PROPOSED �O \
S
BULKHEAD
I I �.
BULKHEAD
OWNER:
OCEANSIDE YACHT CLUB
.5113--B HIGHWAY 70 WEST
MOREHEAD CITY, NC 28557
PHONE: 252- 726— 2060
NOTES:
1. TOTAL LOT AREA: ±496,446.15 SQ.FT. (f11.39 ACRES)
2. TOTAL LOT AREA (EXCLUDING BOAT BASIN): ±430,944.51 SQ.FT. (±9.89 ACRES)
3. TOTAL IMPERVIOUS COVER PROPOSED
±315,325.98 SQ.FT. (73.17%)
A. BUILDINGS: ±96,571.59 SQ.FT. (22.41 %)
B. OTHER: ±218,754.39 SQ.FT. (50.76%)
4. IMPERVIOUS COVERAGE WITHIN 75FT AEC:
±35,120.89 SQ.FT. (±45.27%)
* POOL WET AREA AND WOODEN DECKS
CONSIDERED PERVIOUS.
* TOTAL LOT AREA DOES NOT INCLUDE
VEGETATED EASEMENT.
* SAFE OPERATIONS OF FORKLIFTS GOING TO,
FROM & AROUND THE WATER FRONT LAUNCH
SITE WITH A LOAD THAT MAY EXCEED 60'
AND WEIGH 150,000Ibs. REQUIRES A PAD
WITH AN EXCESS OF HEAVILY REINFORCED CONCRETE.
LEGEND
PROPOSED ASPHALT
CERTIFICATE
PROPOSED BASIN PERVIOUS THIS PROJECT IS DESIGNED IN ACCORDANCE WITH
{ ) T15: 07H 200 THROUGH INNOVATIVE DESIGN. THE
SYSTEM WILL PROVIDE PROTECTION THAT IS EQUAL
TO OR EXCEEDS THE PROTECTION THAT WOULD BE
PROVIDED BY THE 30% RULE.
PROPOSED BUILDINGS
d
c v
o.
PROPOSED CONCRETE
RONALD D. CULL. IPHER, P.E. DATE
IM 10 Fmlimmll 10401 ON'
�•.,����IlINFAV�/I////I�#V/I I�j �i�,I,•/./,//� - .
I i
'•.
NOTE: NEW WATER LINE TO LOOP INTO EXISTING OTYC I & it WATER
LINE.
DRAINAGE IMPACT STATEMENT
ALL STORM DRAINAGE SHAH BE ADEQUATELY DESIGNED SO THAT ROADS MAY BE MAINTAINED
WITHOUT EXCESSIVE COST, AND SO AS TO PREVENT FLOODING ON PRIVATE PROPERTY FROM
STORM RUNOFF IN ACCORDANCE WITH UDO ARTICLE 13.3
APHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
DRAWING FILE: 'P07117-OPTION-13.dwg
PLOT SCALE: 1: i
0
Q
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0
z
0
U)
w
cr_
w
F-
4
I
COMMISSION NO.
P07117
DESIGNED BY
JSL
DRAWN BY
AZ
CHECKED BY
JSL
ISSUE DATE
6--25--08

I
VEGETATED
EASEMENT
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OWNER:
OCEANSIDE YACHT CLUB
5113- B HIGHWAY 70 WEST
MOREHEAD CITY, NC 23557
PHONE: [phone]
NOTES:
1. TOTAL LOT AREA: ±496,446.15 SQ.FT. (t11.39 ACRES)
2. TOTAL LOT AREA (EXCLUDING BOAT BASIN): ±430,944.51 SQ.FT. (t9.89 ACRES)
3. TOTAL IMPERVIOUS COVER PROPOSED
±315,325.98 SQ.FT. (73.17%)
A. BUILDINGS: ±96,571.59 SQ.FT. (22.41 %)
B. OTHER: f 218, 754.39 SQ.FT. (50.76 %)
4. IMPERVIOUS COVERAGE WITHIN 75FT AEC:
±35,120.89 SQ.FT. (t45.27%)
* POOL WET AREA AND WOODEN DECKS
CONSIDERED PERVIOUS.
* TOTAL LOT AREA DOES NOT INCLUDE
VEGETATED EASEMENT.
* SAFE OPERATIONS OF FORKLIFTS GOING TO,
FROM & AROUND THE WATER FRONT LAUNCH
SITE WITH A LOAD THAT MAY EXCEED 60'
AND WEIGH 150,000Ibs. REQUIRES A PAD
WITH AN EXCESS OF HEAVILY REINFORCED CONCRETE. FAI
SILT FENCE
9'
8,
7,
6'
4'
3'—
2'
_ 18
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DRAWING PILE: P07117--OPTION-13.dwg
PLOT SCALE: 1:1
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PLAT INFORMATION TAKEN FROM PLAT ENTITLED
"OCEANSIDE YACHT CLUB" DATED 6 AUG 08
JOB NUMBER: 2005426 — PREPARED BY LSA & LDD
EDA pa Architects —Engineers —Planners & W.D. DANIELS
JR. PLS.
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COMMISSION NO.
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ISSUE DATE
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N.T.S
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COMMISSION NO.
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DESIGNED BY
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DRAWN BY
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CHECKED BY
JSL
ISSUE DAIS
6-2s-os

RE: Oceanside Yacht Club
Subject: RE: Oceanside Yacht Club
From: "ron cullipher" <[e-mail]>
Date: Wed, 8 Oct 2008 08:31:50 -0400
To: "Linda Lewis" <[e-mail]>
CC: "Jonathan Roberts" <[e-mail]>
good morning Linda, yes he did, it was on august 25, 2008 according to
my notes. He did one bore for our first 4 proposed bores, they were
all in
the same landscape position, the call was 60" + to the seasonal high
water
table.
on bore 5 he called 40" to seasonal
on bore 6 he called 24" to seasonal
on bore 7 he called 30" to seasonal S
on bore 8 he called 40" to seasonal ,�
hopefully this helps, just let me know, thanks, ron �j�r \ �( f A se
Ronald D. Cullipher, P.E.
Stroud Engineering, P.A. 1
151 A Hwy 24 G
Morehead City, NC 28557 J
ph 252-247-7479 1 e
fax [phone]' �V
email: [e-mail] �/r
Z G�
-----Original Message----- �1� •�Q•
From: Linda Lewis [mailto:[e-mail]]
Sent: Tuesday, October 07, 2008 5:21 PM _ ) i1 Q
To: ron Cullipher
Subject: Oceanside Yacht ClubC)/
Ron:
Has Vincent been to this site? I can't find his report of the site
visit.
Linda
1 of 1 10/8/2008 8:35 AM

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151A Hwy. 24 11
• Morehead City, NC 28557 D?�O�
[phone]
1.27 Ca4w.l Dr, _.X�
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
F!KAttached ❑ Under separate cover via
❑ Prints
❑ Change order
❑ Plans
119uUmQ OO CP 4�° PflQ 0` VRJL
DATE
9�g�
JOB NO.
G 6-14
ATTENTION
RE:
SP
/
i+
9
SEP3 0
f, -
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
S� of Plans
t CCcTlPA
IGGe�ii�OAS
li lo. en eG
THESE ARE TRANSMITTED as checked below:
FrFor approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
q As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
17 �/AGt �GNG Gl•f/ p4e54aAs
,7 7st4
COPY TO
SIGNED:
If enclosures are not as noted, kindly no ' us at once.