SW8970241_HISTORICAL FILE_20040506

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW'70A�1
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYWMMDD

State Stormwater Management Systems
Permit No. SW8 970241 Modification
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
Cape Emerald Properties, LLC and Brother and Sisters, LLC
The Boardwalk R V Park
Carteret County
FOR THE
construction, operation and maintenance of 1 infiltration basin and 3 infiltration trenches in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules") and the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and considered a
part of this permit.
This permit shall be effective from the date of issuance until May 6, 2014 and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The subdivision is permitted
for 199 lots with Lots 1-184 allowed 500 square feet of built -upon area and Lots 185-199
allowed 728 square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. All stormwater collection 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.
2

r
State Stormwater Management Systems
Permit No. SW8 970241 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
The Boardwalk RV Park
Permit Number:
SW8 970241 Modification
Location:
Carteret County
Applicant:
Mr. John McLean
Mailing Address:
Cape Emerald Properties, LLC
Brother and Sisters, LLC
403 Sound View Court
Cape Carteret, NC 28584
Application Date:
May 5, 2004
Receiving Stream / River Basin:
Atlantic Ocean (Trenches) / Bogue Sound (Basin)
Stream Index Number:
20-36-(0.5) 99-4
BASIN TRENCH #1
Classification of Water Body:
"SA ORW" "SB"
Design Storm:
1.5 1.5
Drainage Area, acres:
5.82 0.75
Onsite:
253,519 32,725
offsite:
none none
Total Impervious Surfaces, ft2:
157,284 21,655
Trench Dimensions, LxWxH/Pipe Dia.:
100' x 8' x 6'/48"
Required Storage Volume, ft3:
*43,493 105
Provided Storage Volume, ft3:
47,844 2,674
Bottom Elevation, FMSL:
10.5 12
Temporary Storage Elevation, FMSL:
13.5 18
Type of Soil:
Sand
Time to Drawdown, hours:
19 22
Seasonal High Water Table, FMSL:
8.33 8.33
*The system is sized to contain and infiltrate the 25
year, 24 hour storm. Therefore, no vegetative filter is required.
3

i t
State Stormwater Management Systems
Permit No. SW8 970241 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
The Boardwalk RV Park
Permit Number:
SW8 970241 Modification
Location:
Carteret County
Applicant:
Mr. John McLean
Mailing Address:
Cape Emerald Properties, LLC
Brother and Sisters, LLC
403 Sound View Court
Cape Carteret, NC 28584
Application Date:
May 5, 2004
Receiving Stream / River Basin:
Atlantic Ocean (Trenches) / Bogue Sound (Basin)
Stream Index Number:
99-4 99-4
TRENCH #2 TRENCH 43
Classification of Water Body:
"SB" "SB"
Design Storm:
1.5" 2"
Drainage Area, acres:
0.65 0.64
Onsite:
28,154 28,000,
Offsite:
Total Impervious Surfaces, ftz:
13,730 13,139
Trench Dimensions, LxWxH/Pipe Dia.:
65' x 8' x 6'148" 60' x 10' x 6'/48"
Required Storage Volume, f13:
1,144 2,189
Provided Storage Volume, ft3:
1,738 2,345
Bottom Elevation, FMSL:
12 11.5
Temporary Storage Elevation, FMSL:
19 18.7
Type of Soil:
Sand
Time to Drawdown, hours:
22 24.3
Seasonal High Water Table, FMSL:
8.33 8.33
4

State Stonnwater Management Systems
Permit No. SW8 970241 Modification
II. SCHEDULE OF COMPLIANCE
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. If an Architectural Review Committee (ARC) is required to review plans for compliance
with the BUA limit, the plans reviewed must include all proposed built -upon area. Any
approvals given by the ARC do not relieve the homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
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.
C. 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.
The Director may determine that other revisions to the project should require a
modification to the permit.
G. 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.
7. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification.
10. 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.

State Stormwater Management Systems
Permit No. SW8 970241 Modification
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. 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.
C. Maintenance of side slopes in accordance with approved plans and specifications.
£ 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.
13. 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.
14. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon
area per lot to the amount as shown on the Project Data Sheet, per Section I, Part 2. The
recorded statements must follow the form:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 970241 Modification, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is 500 square feet for Lots 1 — 184 and 728
square feet for Lots 185 - 199. This allotted amount includes any built -upon area
constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that naturally drain into the system are
not required to provide these measures.
re

State Stormwater Management Systems
Permit No. SW8 470241 Modification
15. Prior to transfer of the permit, the stormwater facilities must be inspected by DWQ
personnel, and determined to 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.
16. 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 bear the
signature of the Permittee, the deed book number and page, and stamp/signature of the
Register of Deeds.
17. 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.
18. 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.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In the
event there is a desire for the facilities to change ownership, or there is a name change of
the Permittee, a "Name/Ownership Change Form" must be submitted to the Division of
Water Quality accompanied by appropriate documentation from the parties involved,
including as may be required, but not limited to, a deed of trust, recorded deed
restrictions, Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with the terms and conditions of this permit
until such time as the Director approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
7

State Stormwater Management Systems
Permit No. SW8 970241 Modification
9. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
Permit issued this the 6th day of May 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970241 Modification

State Stormwater Management Systems
Permit No. SW8 970241 Modification
The Boardwalk RV Park Page 1 of 2
Stormwater Permit No. SWS 970241 Modification
Carteret County
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Prof ect)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
I

Certification Requirements:
State Stormwater Management Systems
Permit No. SW8 970241 Modification
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
it. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a forebay,
and the vegetated filter.
14. The dimensions of the system, as shown on the approved plan, are provided.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections
10

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director bVilli r., Secretary
August4, 2004
MEMORANDUM: j
TO: Linda Lewis I
Noel Lutheran
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Cape Emerald Properties, LLC c/o John McLean, Manager
Project Location: Carteret County, off NC 58 Emerald Drive, at 101 Islander Drive on the Atlantic
Ocean in (western) Emerald Isle, North Carolina.
Proposed Project: Proposes to redevelop/expand an existing RV park (184 spaces) by constructing an
additional 15 spaces with a 25' X 33' bath house and utilities infrastructure such as
water, electrical, sewer, telephone, and cable hook-ups for the proposed spaces.
Please indicate below your agency's position or viewpoint on the proposed project and return this fomm
by August 24, 2004. If you have any questions regarding the proposed project, please contact Roy
Brownlow at [phone]. When appropriate, in-depth comments with supporting data is requested.
See 5i -8 c(70 L+E
REPLY: This agency has no objection to the project as proposed. HOO $ ��
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED GV DATE ?+ /0 —0
151-B Hwy. 24, Hestron Plaza II, Morehead City, Nodh Carolina 28557
Phone: [phone] I FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportuoiily l Affirmative Aclien Employer - 50% Recycled 110% Post.Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Cape Emerald Properties, LLC c/o John McLean, Manager
2. LOCATION OF PROJECT SITE: Carteret County, off NC 58 Emerald Drive, at 101 Islander Drive
on the Atlantic Ocean in (western) Emerald Isle, North Carolina.
:..
Photo Index - 2000: grid 38-476 QRS (17) . _-A995:-grid 38-456 PQR(18) _r.
State Plane Coordinates - X: 2,5855000 Y. 335,200 Rover #
_.. - Swansboro Quadrangle Lower Left
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit = 03 June 2004
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 21 July 2004
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Emerald Isle
Land Classification From LUP - Developed Commercial
(B) AEC(s) Involved: Ocean Erodible Area and Ocean High Hazard Area
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Thirty-seven septic systems permitted by On Site Waste Water
Planned - Four On Site Waste Water Disposal Systems
(F) Type of Structures: Existing - 2-story building w/ pad - 9,332 ft.2 impervious (to be removed)
Planned - Proposed bath house (25' x 33') and utilities infrastructure for
RV sites (i.e., water, electrical, waste water, cable and
telephone hookups).
(G) Estimated Annual Rate of Erosion: 2'
Source - DCM Ocean Erodible Area Map
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(C) Other - High Ground
35,000 ft2
Filled & Graded
(D) Total Area Disturbed: 35,000 ft2 (.80 ac) on existing developed/]mproved land
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUM11•IARY: Applicant proposes to redevelop/expand an existing RV park (184 spaces) by
constructing an additional 15 spaces with a 25' x 33' bath house and utilities infrastructure such as water,
electrical, sewer, telephone, and cable hook-ups for the proposed spaces.
T:1ROY\Field Report BOARDWALK RV PARK.doc

Field Investigation Report:
The Boardwalk RV Park -- Proposed Expansion
c/o John McLean
-- - -�•- :
Emerald Isle, Carteret County - -_ -Page 02
9. Narrative Description:
;Pro ject.Setting_
- -
The a lcana _it owns 14.03-acre parcel.of land adjacent -to the Atlantic Ocean--
PP ,---: -
S. _ :
- in`•Emerald Isle, Carteret County,Nortli Carolina r-The property rdentifiedjas They x
_
-- -- _
_ �.
--.-.Boar wa'lk RV Park 'is located at T01_ Islander Drive, off NC Highway`58 Emerald_
_
Drive in the western end of Emerald Isle. The site is developed and has no naturally
occurring vegetation with the exception -oft v'egetation'on the frontal dune system :- •
on the property. The tract where the re -development of the proposed addition of 15
RV spaces is located on the southwest corner of the developed parcel. The first line of
stable natural vegetation is at or near the seaward toe of the frontal dune adjacent to
the south property line. The proposed expansion development is located within the
Ocean High Hazard and Ocean Erodible Areas of Environmental Concern.
The tract is bordered to the west by the commercial property of the Islander
Motel and to the'north and east by the existing 184 spaces RV park. The tract is
bordered to the south by the frontal dunes, unvegetated beach area, and the Atlantic
Ocean. The shoreline adjacent to the 538' ocean side property line appears stable
with no apparent signs of erosion at the time of the site visit. A frontal dune with
vegetation exists on the property. Elevation of the tract where the re -development is
proposed is ± 19 feet, and located in FIRM zones VE with a base flood elevation of
15 feet and FIRM zone X.
The subject tract has mostly existing level open yard area which serves as a
nitrification field on the southern end of the tract and other existing development such
as a building structure, land improvements, on site waste waster system, paved
parking area, and utilities infrastructure existing on the property. The existing two-
story, 9,332 ft building (formerly 8 apartment units and office building) and existing
parking lot are to be razed to accommodate the expansion development for the
additional 15 recreational vehicle spaces, on site waste water systems and associated
utilities.
The water distribution system was approved by the Public Water Supply Plan
Review Section, and the Storm Water Plan was approved by DENR-DWQ. Land
Quality approved the Erosion and Sediment Control Plan for the construction. A list
of previous state or federal permits issued for work on the existing development
ainclude: OSWW 97-14 (2/10/98); DWQ SW970214 (12/08/97); and LQ 960917CA.
The Atlantic Ocean is classified SB by the Environmental Management
Commission. The property is located in the White Oak River Basin.
T:IROYIField Report BOARDWALK RV PARK.doc

Field Investigation Report:
The Boardwalk RV Park — Proposed Expansion
-�� c/o John McLean
Emerald Isle, Carteret County - =
-Page 03
Project Description
::The Boardwalk Recreationa_ 1 Vehicle_ (RV) Park is_a development that was _
completed in 1998. The applicant proposes to expand the existing 184 site RV park-
-tenant
_ .
by adding 15 additional RV sites or spaces_with appuutilities such as water, x _
YTrF. _ 'electr'ical;"telephone, cable TV; and waster water=hook-u " -.for each site. Thirty`seven:—=
_. _
-on-site waste water systems currently -service the existing park and four new on site _
waste water systems are proposed to service -the additional 15 RV sites. -
- The existing two: -story structure and existing parking lot will lie razed and the _
debris hauled to an approved location. After the demolition is complete, general
construction of the RV park expansion will commence. The development for the
proposed new RV sites will be located starting sixty (60') landward from the first
line of stable natural vegetation, satisfying the long term erosion setback line for
small structures. The proposed new nitrification field is to be located approximately
235' feet landward from the first line of stable natural vegetation and the proposed
25' x 33' bath house is to be located approximately 295' landward from the first line
of stable natural vegetation.
No land disturbing activity is proposed on or in the dune system; however,
filling and grading is necessary 60' landward from the first line of stable natural
vegetation to prepare the proposed expansion area. During construction of the
proposed expansion of the 15 additional RV sites, bath house, access roads,
nitrification fields, and appurtenant utilities, a total of 35,000 square feet or .80 acre
of the tract would be disturbed. Temporary fencing would delineate and isolate the
work area. Work is scheduled to begin no earlier than September 15, 2004 and is
expected to be completed by April 15, 2005.
10. Anticipated Impacts:
The project as proposed would impact 35,000 ft2 or .80 acre. The proposed
development for the expansion will occur entirely over previously existing developed
area. The proposed development appears to be consistent with the existing use on the
property.
Roy D. Brownlow - 3August 2004
T:1ROY\Field Report BOARDWALK RV PARK.doc

■
NARRATIVE
The Boardwalk RV Park - Proposed Expansion MAY 12 2004
101 Islander Drive _ Morehead Ci
Emerald Isle, N.C. Carteret County #y CCAJ
During the Iate.1964's, extensive grading was done on the land which is
now occupied by The Islander Motel, the Td'wn of Emerald Isle,
(Western Park) and The Bod` cdwalk RV Parka At the time of grading,
the land was a series of dunes and troughs. During grading operations,
the land was stabilized by a clayey soil to a depth of approximately 4 to
6 inches deep. The clayey soil was referred to by some as "blue gumbo"
and it was hauled f rom an area north of Cape Carteret to the island.
The soil grew grasses very well and kept the sand from blowing. Land
was disturbed from an elevation of + 6.0 feet to + 24 feet. Generally,
the contours were flattened out, almost leveled.
The Boardwalk RV Park is a project which began and was completed in
1998. The land upon which the project was built was also occupied by
a large (90 foot square), two story structure which was built in the
early 1980's. This building was constructed to provide office space for
the park, as well as bathroom facilities. The second floor of the
structure is an apartment complex, containing eight, two bedroom units.
The land area south of the building was designated as a nitrification
field by the Carteret County Environmental Health Division of the
Health Department. The existing building is framed with steel and has
deteriorated since being built. It needs to be demolished.
There are thirty-seven septic systems permitted by On Site Waste
Water. The water distribution system was approved by the Public
Water Supply, Plan Review Section, and the Storm Water Plan was
approved by DENR-DWQ (SW8 970241). Land Quality approved the
Erosion and Sediment Control Plan for the construction. No plan is

= required for the disturbance of 32,000. square feet.
The owners on the east side of the project are:
EUe
MAY 12
40
Mori 20d4
heaa Cat
Steve Matthews; Randy Campbell and Ronnie Watson Y DCM.
c/o 9102 Coast -Guard Road
Emerald Isle, N.C. 28594_
-The owner on the west side if the project is:
�----- -- -�_- Ashok Patel -:�_-�
721 River Strand
Chesapeake, Va. 23320-2018
Sequence of Events:
1. There will be a demolition contract prepared for the
building. It will be demolished and the debris hauled to an
approved site. Work will begin no earlier than September
15, 2004.
2. After the demolition is complete, general construction of
the RV Park will start. Temporary fencing will provide a
delineated work area for the general contractor. The
contractor will complete the demolition of the parking lots,
install the recently approved storm water infiltration trench,
install the water distribution system, install the wastewater
disposal systems (4), erect a new bathhouse (25' x 33'),
construct the 15 RV sites, complete with water hookup,
wastewater hookup, electrical hookup, any other amenities
such as cable TV and telephone service. If all proceeds
smoothly, this work will be completed by April 15, 2005.
3. The permits necessary for development are: Stormwater
(DWQ), Sewer System (Carteret Co. Health Department),
Water Supply (Public Water Supply - Plan Review), and
CAMA.

MAY 1_2 1004:-bin
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Form DCM-N' P-1 rift
MAY -
(1'o he completed byiall applicants) Moreh
" eaa C'tY DC
b. Ci , town mmunity or landmark . ^� "
I. APPLICANT -
Street addrr}es�/s�y{o�rr secondary road number_ --
.= a: ' Landowner
- - - - _ proposed work within city limits or planning
Name -rA?E EMERNLU VM&Efle
1 jurisdiction? ✓ ~Yes No _
Aaare$s A�o3 �LUp �V1Ew1 r,A.�.�RT _ � � „ • . ^�_�'-- ...
Name of bod of water nearest roJ'ect e riven
City CAPE C613TERE1 State
Zip ZS5$4 Day Phone Z5Z -39 3 - 2219
Fax 2 5 Z - 3n - 24(�;3
b. Authorized Agent:
Address aanA e. 5fue�
City&-n& State NC
Zip a s%4— Day Phone 7-57-393-ZZ 1 R
Fax 25Z-3 3-Z4(o3
c. Project name (if any) fd6- BOARM ALK
RV PAE-K
NOTE: Prrnor wW be Usued in game of landownerft), a„dlor
end na,►K.
2. LOCATION OF PROPOSED
PROJECT
a. County . RTREE-1—
Y p g• ,
creels, sound, bay) - ATLANTI G _e AN
3. DESCRIMON AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
EMOLI Q OF i
113A,14 A6 SE ,dCL AYAQTMENT-
b. Is the proposed activity maintenanc of an existing
project, new work, or both?
c. Will the project be for public, private or commercial
use? - COMMEtZ�',AL, J6E
d. Give a brief description of purpose, use, methods of
constriction and daily operations of proposed
project. If more space is needed, please attach
additional pages. - CO NTi N U &17 Q M-
Revised 03M

Form DCM-hiT-1
4. LAND AND WATER
CHARACTERISTICS
a. Sue of entire tract _ I,�• 133 AGES
b. Size of individual lot(s)•--.__-.-
c. Approximate elevation of tract above MHW or
NWL + Ism
d. Soil typ s) and texture(s) of tract
NEwA,� - fSatuD`r)
e. Vegetation on tract
OT14 ire_
f. Man-made features now on tract _PA_RrMN f
s5 RUSi` r__a Tb P-L>C- A-DDE�v -
What is the LAMA Land Use Plan land
m. Describe existing waNPIPbe"tchlities.
6ErnG - 4-fIlLt6 _ rM
Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down" and residential dischar es.)
IAIFILTP1l 0 Ai U��jCE!Bt -..- -
Describe existing drinking water supply source.
CD MM lT�j — 'it>6l]Iv� BANKS
9-._eL
S. ADDITIONAL INFORMATION
8. land In addition to the completed application form, the
classification of the site, ��� thetoaol nd ure p1�m.)
Conservation
T Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
B- 3
i. Is the proposed roject consistent with the applicable
zoning? -2 Yes No
(Attach zoning eo"pUance a.rrtficwe, if applfeable) •
Has a professional archaeological assessment been
done for the tract? Yes ✓ No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or a igible property?
Yes No
Are there wetlands on the site? _ Yes ZNo
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Arlan, donowentarion, if available)
following hems must be submitted.
✓ d A aopp of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1R' by II' white paper. (Refer to
Coastal Resources Commission Rule 7].0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies wifl be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Rerised ON95

Form DChi-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one -is necessary.
A list of the names and complete addresses or the
- _adjacent waterfront (riparian) landowners and
= - sigh
ei eturn receipts as proof .that such o�s: .
- r havEreceived 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 {he -proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name QSkov� PIA,i GL—
Address 2 1 ' �. A.N D
Phone C,_ ESA 17CA FCC, -,%► -
23320--20t 13
Name Ell Arrf4a, k_Q K
Address ! it'3Z. rUUAP? i� P-
Phone _c`MEZLAj .0 ISLC-`_ e lf'. 'z.Et� 4-
Name
Address
Phone
e A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permirtee, and issuing dates.
C31-t4 05WVJ 2-to-981
5W5 °1702%4 (DWQ tz-S-9-0 946091TCA-
0 A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
appl ication.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
' A statement or compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) if the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the Nora Carolina
Environmental Policy Act.
MAY z �004 `vYi V
6. CERTI[Fii CATION AND Mfi�MM
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and-festrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 1 ---day of , i . +_
Print Name .inkn P. C L m r7
Signature I VW
r or Awhorued Agent
CLa)
Please indicate airacbments pertaining to your proposed
project.
DCM M7-2
Excavation and Fill Information
DCM MP-3
Upland Development
DCM MP4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE. Please sign and dare each arrachment in the
.space provided at the bottom of each form.
Revised 03195

87/21/2004 21:15 252-393-2463 - W.B. MC LEAN PAGE 02 -� —
- Form DChI-NIP-3
Ilk
'LTLA.N.0
DEVELOPME"N'T
(Construction and/or land disturbing activities) '
_8_.9704 �yMoDtiFtGATi4� µ -
- Attach ibis form to Joint Application for LAMA Major b. Projects th'it require a LAMA Major Developrnentl
_ Permit, Form DCM-MP-],.,---)3e sure_ .to._complete a]1= f`=- -_-Permit may- also require a Sto_r_mw_ater Certification. _
other scction5 of the Join[ Application that ielate to this `f T HaS' site development plant been submitted to the w
`_-
proposed project. Division of Environmental Management for review?
Yes No
a. Type and number of buildings, facilities, units or If yes, date submitted Jr-S-Zao4
structures proposed oos APMVEO 5-G Z u=)4
J5 P� IS�1�"f5_ _ L Describe proposed method of sewage di a1.
c__ sYsT�l✓1� Gas
b. Number of lots or parcels 15-_
C. Density (give the number of residential units and the
units per acre) .15 RNI 111,itT5 .
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days"before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the [vision of Land
Resources? Yes t� No
If yes, date submitted —N_ REI�l]iR�D
( 5e1E ATTAGr4UZ> NOTr-_)
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
ASPHALT _
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0/0
Revised 03195
j. Have the facilities described in 1 em L above
received state or local approval?
(A-ch approprinu doeumenWon}
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
'wash down' and residential discharges).
tQ'4V_- _.
I. Describe proposed drinking water supply source
. (e.g. well, community,,public system, etc.)
lJ A 6-25 Zoa 4
m. Will water be impounded? Yes No
If yes, how many acres? WA
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
146T ?LACED ats rFmzb.
%QvdWalK RV VAA 5l0U
Applimt or T rVk t Name
(7sun1U
JuOy 21, 2 aa4-
Da to

-� NOTE:' ENVIRONMENTAL -HEALTH DIVISION EVALUATION
A copy of the letter to the Carteret County Health Department (Environmental
=-- Health Division) requesting -a letter of.:evaluation is attached. Although - the.
representatives visited the site and evaluated the parking lot in two places and the .
:existing_nitrification ;field in another place and _found fFiem satisfactory,
s --
.� - sr policy for `the LHD�is, no -report for either the -parking lot nor the�building (where
another_ site will be located) may be written_until the building and parking lot areas .
= -� ..are demolished. TObviously.we-feel the samples taken in the parking lot are --
representative because if we felt otherwise, we would not proceed with the
project. 1 I / I !Jnn14 zI /.
ohn P. McLean, P.E.
IA f
Lim
mC LE-*'
�+aaeuoaNL�. iv
SUt 12 2004
Morehead City DCM
P i l c Boar d waI k C A Mh 7.11.04

John P. McLean Engineering Associates
June 15, 2004
Ms. Len Gilstrap, REH5 FAX [phone]
Environmental Health Division `'':Z
Carteret County Health Department
Morehead City, N.C. 28557
106 Manatee Street
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail [e-mail]
RX LG "ED
JUL 12 2004
Morehead City DCM
RE: Town of Emerald Isle - The Boardwalk RV Park Expansion
Bathhouse on Lots 100/101
Dear Ms. Gilstrap,
The Town of Emerald Isle (Inspection Department) has requested a letter which
authorizes the placement of a bathhouse on Lots 100 & 101. I have included an
"as built" sketch which shows 55-19, the system approved by OSWW under
project no. 97-14. Will you please address a note to either Kevin Reed, Planning
Director or to Jim Taylor, Building Inspector which will affirm your knowledge and
also permission of the substitution ?
I know the letter for the placement of the bathhouse for the western portion
(where the Beach Club Building is presently located) cannot be written until the
building is demolished.
Sincerely,
Oohn P. McLean, P.E.
enclosure: sketch showing proposed bathhouse
cc: Jim Taylor, Building Inspector FAX [phone]
Kevin Reed, Planning Director
Fi Ie:LHD D"dwa Ik6.15.04

E.E.R.
E.I.P
AS BUILT �MAY'p��D
1 2 ?004
Morehead City DCM
.30
�._
3' 4tA0' 44,00
45.B'
1x 2 1 3 1 S S 6 7 0 B 10 12
ASPWWLT PAAICNG
H/C I H/C
s3 114 tS se 171 la I t0 1 201 21122 T21
BEACH CLUB z 31
OFFICE 5
SHOWERS
TO BE OBLrTERATED
e ax c ss-7
9,332 sq. feet 8.8
impervious area
0
a1.2
CON. MGLX
OHP
?0 1"
O
,»
EXISTING SEWER 1
SY5TE1d &ry
REPAIR AREA
TO BE 09LFERATED
a
z
�i
PLAYGROUND
pi Y
19
m
THE WESTERN PORTION! OF
THE BOARD4VALK RV PARK
IS OWNED BY CAPE EMERALD
PROPERTIES, LLC,
3OHN MCLEAN, MANAGER
403 SOUND VIEW COURT
CAPE CARTERET, N.C. 28584
TEL: [phone]

i
=_- PROPOSED- EXPAUSION :--
FROM 184 TO .199 si �n
_ w
MAY Y 2 2004 .
_._ a p
.City CM: _
__ -- PROPOSED - -
NITRI'FICATION , f
s e e o to I« i. T�E 56AKDVALK,
�V PAKK
� MEM ExI5TIK6 `
N 45'26�37 4�.O."
592.35" i.za9 Ta9E09LIrERA rl` I1 II1}1 1
d1 a I T Si-•-J E---1 / �V// N L F
y

CAMA MAP JUL
1 2 2004
27 relead City aC
x
/0000'
47
., , • 1-a 14 2B
PROPOSED D,„ G EXMNG ,a
CONFIGURATION " -e 29
Explanation of Lot Numbers
E]QHTlNG �ly�1C Project provides for the
SS-12 addition of 15 RV Sites
12 13
N N and a bathhouse for the
45AS 44.00' 44. Boardwalk RV Park.
PROPOSED m
NITRIFICATION •x \ AS The proposed bathhouse
FiELO ua a e, 7 e o 10 11 / will be located on Lot 25
f 4t.43' northward from this site
N 05*26' 71W 1,240 of xisting and the Lot 25 will be
592.35'
relocated to the expaltyion site.
°' T41,43' Net change, 15 new RV Sites.
1240 of ' ` u`---sr-- µ
31 SS-11
z 1240 sf
•42• UTILITY LEGEND
DE BREAK
1,240 rF;RA DE BREAK 43 -
w LU ee WASTEWATER LINE
Z O3' N CL
42 WITH CLEANOUTS
4 6.5
Q 4 l,255 sf 32
Igo F
N 99
"' E UNDERGROCVlb
� a65 33 �-10 �
1.
21 ELECTRICAL SERVICE
ROPO5Eb w (WEIR METER BASE)
ITRIFICATION 1255 s(
Lb 41
EXISTING WELLHOUSE l]
9a k 34 TO BE OBLITERATED
1,24e ofl+� �• 97 41.4y 40 PROPOSED INFILTRATION �
: E.I.R. q TRENCH (DENR-DWQ)APPVOVED
PRO CV
INFILTRATION U.P.
96 35
TRENCH # 3 q' 39 WATER SUPPLY SYSTEM
(proposed) _V SHOWING SERVICE
AND METER BOX
` T r7 �r 36
N A.,e � xi
d SEPTIC SYSTEM
t,235 sf x 1235 of 1233 s W/ NITRIFICATION
' Zane X . v Y Igo
m' FIELD
Zone VE pm l 92 93 37
Ele + 14' O in 1.29I of
r
' FROWVFIRST UNE OF
PERMIWENT VEGETATION 16
This align -11
by E Vile O{{irxr
{ 1-23-2004
1 18 1 e CA
r�
visESAT� 'Af
18 19 FIRST LWS or STABIF J a�.s'• e(�FF. ���
!
E L
5631
bs I� 0�
« ✓ �4000r+Sofa
• f0+++++trseez• � 7
g 79'45'541'if
HI6N WATER MAW
ATLANTIC OCEAN
60 0 60 120 180
•f:. fM''Y 1
GRAPHIC SCALE — FEET
PROPOSED EXPANSION,- •
THE B4ARDINAL�K� �R.V PARK John McLean Engineering Associates
106 Manatee Street.
101 ISLANDER DRIVE EMERALD ISLE, N.C. 28594 Cape Carteret, N.C. 28584
Tel: [phone] FAX [phone]
July 8, 2004 5CALE V = 60'

12
^� 3 1/2
14ANDICAP RAMP
TO BE DESif#D
AF•TE'R 5TRUCTURE
IS IN FNAL LOCATION
EXI57IN6 i I�j MASONRY
V Entire Arta Hick pbe
r ' ��
ILII Ili, underpinned to qro �y
for a permanent co
114 8"
.JU1_ 12 2004
End View w/ Handicap Ramp Morehead C;�y ACM
Foundation and Blocking
Scale 1/8" = IV'
PLAN VIEW
PROP05ED EXPANSION....
THE BOARDWALK RV PARK
101 ISLANDER DRIVE EMERALD ISLE, N.C. 28594
Ju}v 8. 2004 srai F
38' 0"
5cale 1" = 10'0"
G k P Etri
�\�tist w••a����fn �'rI1
L a
4 Z
5i;31
s
a
1 ' CP
%@aae.••' a
�"j
John McLean Engineering Associates
106 Manatee Street
Cape Carteret, N.C. 28584
Tel:[phone] FAX [phone]

Re: The Boardwalk - SW8 970241
Subject: Re: The Boardwalk - S 8 970241
From: Linda Lewis <Linda.Lewi ail.net>
Date: Thu, 25 Mar 2004 08:33:18 -0500
To: "John P McLean, P.E." <[e-mail]>
Dear John:
Yes, it's a modification. The permit requires you to submit a modification to DENR
for any changes to the plans, regardless of the acreage you disturb. Once a permit
has been issued, everything you do is subject to the rules and must be submitted
for approval and permitting before you do anything.
Linda
John P McLean, P.E. wrote:
Linda,
Do you remember "The Boardwalk RV Park" at Emerald Isle ? It is on the shore
near the Islander Motel and we built it in 1998. The core of the project at
that time, was an existing 2 story apartment building roughly 100, x 1001. My
twin sisters and I inherited the project last fall and we intend to demolish the
building. In it's place, (and where the existing nitrification fields are), we
also intend to construct 15 additional RV sites with a bathhouse. In total, the
land disturbance will be approximately 32,000 square feet. You may remember that
the Town of Emerald Isle requires the storage of the 2" event for impervious
surfaces. The project has been submitted to the Planning Board and I need to
know what your position is given the size (less than a acre) and the time.
My questions are: Is a plan required for DWQ review ? Is it a modification
? Would you like to see a sheet which better explains the site ?
Thanks, John
of 1 4/14/2004 4:28 PM

John P. McLean Engineering Associates
May 5, 2004
Ms. Laurie Munn, Review Engineer
DENR - DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: The Boardwalk RV Park - Proposed Expansion
Dear Ms. Munn,
106 Manatee Street
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail mclean e@tc 2.com
MAY 0 5 2004
SW8 970241
The enclosed plans and applications along with calculations are intended to answer
your comments of May 4, 2004.
I. The vicinity map on Sheet 2/2 shows the project being located 2.2
miles south of the intersection of NC 24/NC 58.
2. Section In of the application has been revised to include those
trenches and basin approved on August 20,1998. A supplement has
been included for each trench or basin.
3. The application has been changed to reflect the ownership of two
different LLC's. I have also included a letter from Georgia Murray,
Manager of Brother & Sisters, LLC which makes me an agent in the
matter.
4. Calculations are included and sealed.
5. I agree to Vincent's elevation of the 5HW Table and have noted it on
the Trench Supplement sheets.

b. A note showing the Geotextile around the aggregate envelope has
been added to the drawing.
Please continue your review and call if there are comments which I need to
address.
Sincerely,
J hn P. McLean, P.E.
Enclosures: 2 copies of application
2 copies of trench supplements
2 copies of basin supplement
change in ownership form
Fi :Bow%hvWk7rvru".5.5.04

�OF WATF9p Michael F. Easley, Governor
William G. Ross Jr., Secretary
�O G� North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
p c Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
WATER QUALITY SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
l . Stormwater Management Permit Number: S \ 9-1d Z 4-1
1-A E 12,0&P-D V-n�'C o IUT� R E
2. Permit Holder's name: . GEORG I la M U RELT RD,��� "� 2 � L L G
3, Signing official's name: &40 gp,&yTitle: MAQAG+--IZ
( erson legally responsible for permit)
4. Mailing address: 1� X 4S 49 k .EM �4 LD L E
z3-13
State. ZipCode: Z�Phone: 75 z - 359 FAX: z - 3-574 - 319 a
(Area Code and Number) (Area Code and Number)
H. NEW OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please chuck all [hat apply)
r✓ Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below)
tc. Mailing address change. (Please complete Item 44 below)
d. Other (please explain):
2. New owner's name to be put on permit: A &E _E,M EXA LD PW rKEU LLC
3. New owner's signing official's name and title: JOHN MCLEAN MkACEr.
e r s o n ego y responsl bl e for permit
M ANAGC-R
f (Title) "
4. New Mailing Address: �� SOU Qb V Lew (fT. City:_ �&F& RCH2jT:-*6T- NIC
State, ZipCode: Phone: Zr Z-3`J3 %5ZIFAX: zO Z -3c i 3- gooa
(Area Code and Number) (Area Code and Number)
New Project Name to be placed on permit: jT+E fz 6ARCMJA L K K V [ aAR K
Page 1 of 2
N. C. Division of Water Quality 127 Cardinal Drive Extension (910) 3%,39W
Wilmington Regional Office Wilmington, NC 28405 (910) 350`2004 Fax
Customer Service
1 800 623-7748
AM
NCDENR

PERMIT NAMEIOWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
WATER QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW
ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED ITEMS:
l . This completed form. 0�1 %
2. Legal documentation of the transfer of ownership. 5/ 0316 ¢
3. A copy of the recorded deed restrictions, if required by the permit. I40T REQU(RED
4. The engineer's certification, if required by the permit. REQI�I �E�
7
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT
PERMIT HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF
OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT
PERMITTEE'S CERTIFICATION.
Current Permittee's Certification:
I, 6 enmg IIA� V r-P, A , attest that this application for a name/ownership
change' has been een reviewed and isl accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supportinge-fol
rmation and attachments are not included, this application package will be
returned aspiEtc-
SiLmatu"A-f lf/ 11w� Date: S- ✓ - Z-cc 4-
New Applicafit's Certification: Mist be completed for all transfers of ownership)
I, J4 tj C L1; , attest that this application for an ownership change
has md and is accurate and complete to the best of my knowledge. I understand that if
all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature: W4Date:
THE C M LETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFOR AT ON AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING
ADDR SS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
ATTN: Linda Lewis
Page 2 of 2

The Boardwalk RV Park - INFORMATION
West Portion Owner:
Cape Emerald Properties, LLC
c/o John McLean, Manager
403 Sound View Court
Cape Carteret, N.C. 28584
Tel: [phone]
East Portion Owner:
Brother and Sisters, LLC
c/o Georgia Murray, Manager
P.O. Box 4549
Emerald Isle, N.C. 28594
Tel: [phone]
BACKGROUND:
FORMERLY, BROTHER & SISTERS, LLC AND THE W. B. McLEAN
Residuary Trust, Paxon Holz, Trustee were each part of The Boardwalk
Joint Venture, Georgia Murray, Manager
The Boardwalk Joint Venture was created to put Georgia Murray in charge of
construction of -the Park. The Boardwalk Joint Venture was not altered when
Cape Emerald Properties, LLC became an owner of the west portion of the
facility.

Re: Boardwalk
Subject: Re: Boardwalk
From: Laurie Munn <[e-mail]>
Date: Wed, 05 May 2004 15:08:56 -0400
To: "John P McLean, P.E." <jpmcleanpe a tcp2.com>
John,
Please address the following issues. You can just answer Items 1 and 3 and I'll
make changes on the supplement. Fax revised talc for Trench 2. Trench 1 is okay
because less bua is now going to it.
1. What is the bottom elevation of the trench? The Supplement says 11, but the
existing permit says 12.
2. With the revised bua (14,480 instead of 13,730), the trench can't hold the
1.5". Show that it can infiltrate the 25 yr 24 hour event so no bypass is
required. Just fax this talc sheet over the with agent authorization form. I
believe that it works.
3. What is the storage elevation on the basin? The permit says 13.5, but the
supplement says 13.
Thanks - I think this will wrap it up. I have drafted the permit.
Laurie
John P McLean, P.E. wrote:
I was working a bit blind because I didn't have all the information in the
original permit, however, I'll send the revised talcs for Trench 1 right
away. Thanks, John
---- Original Message -----
From: Laurie Munn <Laurie.MunnCncmail.net7
To: John P McLean, P.E. <[e-mail]>
Sent: Wednesday, May 05, 2004 1:10 PM
Subject: Re: Boardwalk
John,
The application shows the amount of impervious going to Trench #2 and
the Infiltration Basin increasing, (from 13,730 to 14,480 for Trench #2
and 157,284 to 159,984 for the basin). I will check to make sure they
work, but I need you fax over revised talcs and p. 1 of the supplements
if necessary. Trench 41 shows less impervious so I do not need revised
talcs for it.
Laurie
John P McLean, P.E. wrote:
I spoke with my wife a few minutes ago. The project revision is in
your building as I write this. Hope you're OK and thanks,
John
1 of 5/6/2004 7:21 AM

�C��0.,'lIDhS
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STRA6C— Re:—&MAI-

0I5/0512004 14:34
-t
252-393-2463
W.B. MC LEAN
PAGE 01/02
FAX
John P. McLean Engineering Associates
106 Manatee Street
Cape Carteret, N.C.
Tel:[phone]
FAX:[phone]
E-mail: jpmcleanpe@tcp2,com
DATE: 5/5 04 Number of Pages. . (Including cover) 2-
TO : LAURt& MuNQ - zxjq
FAX c)10. 350 . ZQa 4-
REFERENCE. 'W}i 136AR & L R v PAj2j�_
MESSAGES STOTEM6N1T pt['gC 4ED ,
Ne F ALX

05/01 2004 14:34 252-393-2463 W.B. MC LEAN
FROM FAX NO. :2523543190
a5/93/20©4 13:'51 2fl2-393-2463 W.D. MG LCAH
Date: May 5, 2004
To: Laurie Munn, Review Engineer
DENR - DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
From: Georgia Murray, Manager
Brother and Sister, LLC
P.O. Box 4549
Emerald Isle, N.C. 28594
Tel: [phone]
PAGE 02/02
May. 05 2004 03:46PM P1
Pam£ 61101
Message: John McLean, P.E. has my permission to act as an agent
in the matter of a Modified Stormweter Management
Plan for the Boardwalk RV Park, 101 islander Drive,
Emerald isle, N.C. 28594.
C- 4Z 42
GeAWu—rray Manager
Brother & Sisters, LLCM
cc: John McLean, P.E.

05/05/2004 15:04 252-393-2463 W.B. MC LEAN
PAGE 01/02
FAX
John P. McLean Engineering Associates
106 Manatee Street
Cape Carteret, N.C.
Tel:[phone]
FAX:[phone]
E-mail: [e-mail]
DATE: 616164 Number of Pages (Including cover) 2—
TO: LAUR1
FAX: 10 350 -zoo 4-
REFERENCE: 'T�e 1B64EZ.DWLL1L K\I pd94..
MESSAGE:
2 T915 15 D1FFICUL-r Ta EKFLArti - 5Jr E 9AVr,-
'NO CLUE
FDg -rgG\C �4 2. uy I -, �6 0 CA M F- Foam
M`T CA LCU i4.Ti0N[5 5 E- O W M WO Wl' OF
I�i,13p r e� — (JET mp'� f ,&r rL— %aN
ARDJN0 3'• 30 AM
PAe.le- A�E�
rT�M l — S)kiSTI N 4
TAM 3 z
FileF.\.x Sa t l3 .CS
-r4 r s QUIT Work[ NG A Tl�&
KV15M 5 7 AT &69r=d .
t PL EASE 5jesTmrna) 1
FE9M IT ► S �o ZgEC7 4-1 Z .
SET T1.4E 6VeR.Fww @ +- 14i
7t{E. CoR2ecT 7D P !

John P. McLean Engineering Associates
May 5, 2004
Ms. Laurie Munn, Review Engineer
DENR - DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: The Boardwalk RV Park - Proposed Expansion
Dear Ms. Munn,
106 Manatee Street
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail mclean a tc 2.com
MAY 0 5 2004
M
SW8 970241
The enclosed plans and applications along with calculations are intended to answer
your comments of May 4, 2004.
1. The vicinity map on Sheet 2/2 shows the project being located 2.2
miles south of the intersection of NC 24/NC 58.
2. Section III of the application has been revised to include those
trenches and basin approved on August 20, 1998. A supplement has
been included for each trench or basin.
3. The application has been changed to reflect the ownership of two
different LLC's. I have also included a letter from Georgia Murray,
Manager of Brother & Sisters, LLC which makes me an agent in the
matter.
4. Calculations are included and sealed.
5. I agree to Vincent's elevation of the SHW Table and have noted it on
the Trench Supplement sheets.

6. A note showing the Geotextile around the aggregate envelope has
been added to the drawing.
Please continue your review and call if there are comments which I need to
address.
Sincerely,
wtxt-" �
J hn P. McLean, P.E.
Enclosures: 2 copies of application
2 copies of trench supplements
2 copies of basin supplement
change in ownership form
R le: B=,d W kTr&tO.5.04

o�o wAr�9Q�
r
I.
2.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
WATER QUALITY SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
CURRENT PERMIT INFORMATION:
Stormwater Management Permit Number:
Permit Holder's name:
ThE
g7o7. +1
jrsjuc 1�F 1JT &r
RIS .LL C,
3. Signing official's name: Title. MAQAG; Z
(&Son legally responsible for pmnt
)
4. Mailing address: pn ft X 45 4 ity. OMMA LD L4 L E
P q IL 3'f 3
k(
State: Zi Code: Zg ¢Phone: ? Cj Z - 3s FAX Z y 2 - 3-S4 - 319 0
(Area Code and Number) (Area Code and Number)
H. NEW OWNER I PROJECT 1 ADDRESS INFORMATION
This request is for: (please check all that apply)
t--a— Change in ownership of the property/company (Please complete Items #2,
#3, and 94 below)
b. Name change of project (Please complete Item #5 below)
t C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit: CA &Z EM EXA LD E90FUZTE5 LLC_
3. New owner's signing official's name and title: JO HN MC LEAN MkACE I!�.
(Person legally responsible for permit
M ANAlGeR
�LF_vi
Trt e4. New Mailing Address: So u �3o &- City: bX F,- CARTE26 _NJC
State:�ZipCode:�z8584Phone: 25Z-393 95ZJFAX ZC Z-3c13-8oaa
(Area Code and Number) (Area Code and Number)
5. New Project Name to be placed on permit: T(+E 06A RDWA L K K V PARK
Page 1 of 2
VMW
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional office Wilmington, NC 213405 [phone] Fax [phone]e 14CDENR

ID t.: - , - , ---!
0

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
WATER QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW
ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED ITEMS:
I. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit. NOT REQV IRED
4. The engineer's certification, if required by the permit. 9EWI QE D
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT
PERMIT HOLDER A 1D THE NEW APPLICANT IN THE CASE OF A CHANGE OF
OWNERSHIP.
FOR NAME CHANGES, COMPLETE
PERMITTEE'S CERTIFICATION.
Current Permittee's Certification:
AND SIGN ONLY THE CURRENT
I, 6eZr,61Ap attest that this application for a name/ownership
change has-been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting iAmation and attachments are not included, this application package will be
returned as co 'molute'—
Signaty"Ark.( ) Date: S- 5 - 7zo 4--
New Applicalif's Certification: {Wst be completed for all transfers of ownership)
L gA M attest that this a plication for an ownership change
has been reviewedanis accurate an complete to the best of my knowledge. I understand that if
all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete. n , ,
Signature:
Date: _,q--5 -,zoo 4__
THE C M LETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFOR AT ON AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING
ADDR SS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28445
ATTN: Linda Lewis
Page 2 of 2

The Boardwalk RV Park - INFORMATION
West Portion Owner:
Cape Emerald Properties, LLC
c/o John McLean, Manager
403 Sound View Court
Cape Carteret, N.C. 28584
Tel: [phone]
East Portion Owner:
Brother and Sisters, LLC
c/o Georgia Murray, Manager
P.O. Box 4549
Emerald Isle, N.C. 28594
Tel: [phone]
BACKGROUND:
FORMERLY, BROTHER & SISTERS, LLC AND THE W. B. McLEAN
Residuary Trust, Paxon Holz, Trustee were each part of The Boardwalk
Joint Venture, Georgia Murray, Manager
The Boardwalk Joint Venture was created to put Georgia Murray in charge of
construction of the Park. The Boardwalk Joint Venture was not altered when
Cape Emerald Properties, LLC became an owner of the west portion of the
facility.
5'y�

O� `NArFR Michael F, Easley, Governor
Q William G. Ross Jr., Secretary
,0A North Carolina Department of Environment and Natural Resources
> Alan W. Ktimek, P,E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of water Quality
May 4. 2004
Mr. John IMcLean, Manager
Cape Emerald Properties, LLC
403 Sound View Court
Cape Carteret, NC 2S384
Subject: REQUEST FOR ADDITIONAL INFOR:NIATION
Stormwater Project No. SW8 970241
The Board,,alk R.V. Part:
Carteret County
Dear Mr. McLean:
The Wilminaton Regional Office received a Stormwater Management Permit Application for The
Boardwalk R.V. Park on N-lay 3. 2004. A preliminary' review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater rev`ie%N*:
Please add the nearest intersection of two major roads to a legible vicinity map. A major
road is any 1, 2 or , digit NC. US or interstate highway.
The modification approved on August 20, 1998, shoves 1 infiltration basin and 2 trenches.
N e do not keep old plans on file, so this information needs to be reflected on the
application. Please rev7se Section M on the application to reflect all of the drainage
areas, and provide a drainage delineation map. Also, since the ownership has changed,
please pro%`tde a supplement for each existing systems.
The current permit states that the lots are allowed 500 square feet of built -upon area per
lot. From the submitted application and from the submitted plans, it appears that certain
lots are allocated different built -upon areas. Please proNride a listing of the lots and the
allocated built -upon area per lot. Revise the application as necessary. .
4. Please provide sealed calculations for the proposed system.
Please revise the SHWT elevation for the proposed trench to be 8.33'. This is what it
was determined to be at the time of the original permit issuance. In order to lower this
number. Vincent Lewiswill have to perform a soils investigation on -site.
Revise the trench detail to sho-w the required geotextile filter fabric.
Please noto that this request for additional information is in response to a preliminary reA-ie%y.
The requested information should be received by this Office prior to May 11, 2004, or the application will
be returned as incomplete. The return of a project Nyill necessitate resubmittal of all required items.
including the application fee.
If you need additional time to submit the information, please mail or fax your. request for a time
extension to the Division at the address and fax number at the bottom of this Ietter. 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.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Mmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NMENR

\-1r. John \-1cl-ean
Pa ie 2
\lay 1, 2004
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 re%ised 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].
Sincerely,
Laurie Munn
Environmental Engineer
RSS/:Ism S:1«'QSISTORNIWAT1ADDIlNIFOL0041970241MOD.may04.doc
cc: Laurie �4unn
Enclosures

Projtzt \any.:
Permit \umher:
Location:
Appiicant:
.laiiina add.r--ss:
DIVISION OF WATER QUALIT'
PROJECT DATA SHEET
The Boardwalk RV Park
SNV8 970241 Modification
Carteret Count.•
Ms. Georgia Murray-. Managing Partner
The Board« all: RV Park �r'( l
3
PO Box�649 pPv"vv1 r
Emerald Isle. X-C 2559�
.
s' 4AIA"c-,
A lica6on Date: Mai' I S. 1998
PP _
Wate: Body- Receiving $to-nwater Runo-1: atlantic
C'IaatioP of «ater 3o'SA
Bottom Elevation:
Totp.] impervious Surraces. -.=:
(187 lots at 500 ft")
Roa-s`Parkina. n=
C i u'-nh L) L, s t;-W a,ks
Trench Dimm�enslions_ D;amei:r
R e au 0 S i o a ` olu3nP.:'.
Prov1'6td Sto-age Volume. ft':
Te: toa:-.' StorzRe Ele�z io-. r_'� orISL:
BASIN
10.5
157.29'T
155"77.500
Trenches)3oaue Sound (Basin) 4
SBI,
TREK CH 1
12
21.655
17.5'8, ?0
TRENCH 2
l�
1 ;.730
1 ".5:'7.2'60
6.=R0
aa
65'xS'x6'. -'S
i
r
r
1.738
• 1
t
JI
T VDD O SO::: an,
r
Exptcted D-a'.N-do am Rasa: 1.8" t)er Hour
I.Se5
2.6
T irn: to Dray 6o«-n. hour. i 19 ?2
Seasonal High NVater Tabie Elevation FMSL: \ 8.;
+T ht s:xagz voium::5 co,^, puzz ..^t i11: ''Oium: infilimicd du'1nE :h: sio-m. 61.363 ci from 'mil: 13 ci .'-qui,-:d volumt Of ) 04,E-56
ste;,, is size- :^ coaiam anc mn.-.a:::.7: vta-. ?= L)U- slo-lr:.

LC:� Uen_ !sh De7%sl:Z' Redeve:J
C..,e:
�arov i
r'r.1.i ��� '::e:nen:s (;neck a : ilca.^le
C._\1A aJo: Sedimen1,a6on/Erosion Co -I I
III. PROJECT I\:OR-NLATION
_4N Perm].,.
1. I:l the space provided below, sunirnarize how sto.rmw-ater will be tweated. :also a "ch a detaiieu nar:a: ve
(one to two pages) describing stormwater maltagemiant for rake project.
See attached owes— �1.NHLT9fi%12N
2. Stonnwater runoff
from taus
project drains to tti_
e t . Ocean � 'Roc,Le Sc+1lnd_ River basin.
3. Total Project Area:
111.03
acres
4. Project Built upon Area: 3 ? ° •
,o
S. How man), drainage basis,s does the project have? I
o. Complete the follo"ing information for each drainage basin. If there are more dean two drainage basi.^.s in
ttie project, attach an additional sheet Mth the ianformation for each basin provided in the same forrt.t as
below.
Basin I:*—rrnaEioi -3 y� =�'= --
___
;_zc_ _ Mrairia e•:Basiril
Receiving Stream Name
a
' 4 r O a ri
R v o C n sn ri / a n+ a 1
Receh-ing Stream Class
I SB
SB
Jcanal )
Drainage Basin Area
J 0.86 acres.
0.60 acres
12.57 acres
,Existing Impervious' Area
71 �� c f
7 50 f
=
' F nr1 rf
154,184 sf (Anrroc-ed )
Proposed Impervious'Area
% Impervious' Area (total)
S 7 4
S—L i�
Q 7 •7
Ir:lae�-r SO1.y=5iirace .�..ea •,.
j i .r`--�- _ :DramBa a ge sL-� };:'-
- _Y:Y
_� = .�`_Dz Inge Ba.sln
On -site Buildings
(1
S
Ann
c f
On -site Streets
1 2 905 sf
6-'80
s`
62
J77
s
On -site Parking
8/ 5 0 s f
7.250
s;
9
94 5
s f
On -site Sidewalks
j 0
0
0
Odler on-5ito
n
ri
7 i
nnr1
c f (Py c i r o c)
Off -site
j 0
0
0
Total:�
sfl1 , 657 sr
13,730
sf
1=153,
522
sf (proopcaC )
lm:%. v ous rre.r � r fl,:rep e5 .rz built upon, area irciudirX, but ro: Erited to, buiIdirgs, roads, parka.-
:.as"leof-s:�L:<.?`,���a�?ls1a `-:+ti7'i2d?n ' 5 S=%c i c 71c�"ar
0 i=Cer1� -_ �5 :�� d7O Ofi-ci to 6'ra_nage cor-.es to 3t We ccDt''re
_-..�-F_ G. -3'...... S_Ge ai16 difezi Si_rpl'.?s toward Ocean.
!V. DEED RESTRICTION RICiIO\ S AND PrI.OTECUVE COVE A\-TS
Dee~' re-t'ictions an: -:ot_:~ v e covenants are required to be recorded for all l0iti' densi:v projects and all
•-_ c:ia a a caa A+ �1t 1 1 t"le 'jeciiir li?iF'S t a, m'. '. be �-
.iti_:o prior to �._ of any lo...1 ase _c:�l.:,_ or sr , s.
Not- -.:gal i cable
-o:- SW: -101
:zC!=C,.r

a
1
I '
I
I f M-Yui.1+Alw . ....•
William 0, Rum dr,, Secretary
jjl1
l�t
r j
Norm Ca, olha Departrnent or Environment and Natural Resources
Alan W. KlimeK, P.E„Dlrector
p
Division of Waiar OuaRy
Coloon H. Sullins, Deputy Director
DMs!gMf Water CiVaH
Maly 4. 2004
Mr. Johnylcl,cwL Manager
Cape. Emerald Properties, LLC
403 Sound View Court
Cape Carteret, NC 28584
lI .
' I
Subject: I2EQLTTST FOR ADDITIONAL INFORMATION
ormwater Project No. SW8 970241
he Boardwalk RV. Park
garteret County
Dear Mr, McLean:
The Wilmington Regional Office receivel a 5tormwater Management Permit Application for The
Boardwalk R.V. Park vn May 3, 2004, A prelimi ary imiew of that information has determined that the
application is not complete. The following infortrt, tion is needed to continue the stormwater review:
i I. Plcase add the nearest intersection of nvo major roads to a legible vicinity map. A major
road is any 1. 2 or; digit NC, US r interstate highway.
?. The modification approved on Au' st 10, 1998, shows 1 infiltration basin and 2 trenches.
We do not keep old plaits on le, so this information needs to be reflected on the
application, Please revise Sectio M on the application to reflect aII of the drainage
areas, and prn-6de a drainage del eation map. Also, since the ownership has changed,
please pros ide a supplement fore h existing systems.,
The current permit states that the lots are allowed 500 square feet of built -upon area per
:ot. From the submitted applieatio� and from the submitted plans, it appears that certain
lots arc allocated different built-up�n areas. Please provide a listing of the lots and the
allocated built -upon area per lot. Rr-65r the application as necessary.
4. Pi ease provide sealed calculations ifor the proposed system.
5. Please revise the SMUT elevatiolI for the proposed trench to be 8,33'. This is what it
was determined to be at the time f the original permit issuance. In order to lower this
number. Vincent Le�3is will have t perform a soils investigation on -site.
G. Re«se The trench detail to show th required gcotcxtilc filter fabric.
Please noie that this request for additional information is in response to a preliminary revieur.
The requested information should be received by th s Office prior to May 11, 2004, or the application ►t H
be returned as incomplete. The return of a proje t ~Sill necessitate resubmittal of all required items,
including the application fee_
If.you need additional time to submit the information, please mail or fax your rcqucst for a time
extension to the DiNision at the address and fax rittmber at the bottom of this letter. The request must

May 4 '04 8:49
p K
8-2523932463
L7�
�rj
micnaei r, tasley, GOVeWr '
i j
Q
William G. Ross Jr., Swmtary
North Carolina Department of
EnvlronMOnt and Natural Rosoureas
CO
_
Alan W. Kllmok, P.E.,Diractor
Q
Diviaion of Water Quality.
I
Coloon H, Sullins, Deputy Dimttur
p ,l ;N jIRIh M01 4tIM i
u •d i l +u1 ,bi.., bra
t ► itt• :IM I 011' i hal. 4414 la
.iD'rvigivp i'1lVAdktr t#t�il antb r to ..filly
'
May 4. 2004
Mr. John. McLean, Manager
Cape Emerald Properties, LLC
403 Sound View Court
Cape Carteret, LC 2SS84
Subject; REQUEST FOR ADDITIONAL WFORIMATION
Stonnwater Project No, SW8 970241
The Boardwalk R.V. Park
Carteret County
Dcar Nix. McLean,
The Wilmington Regional Office received a Stormv�-atcr Management Permit Application for The
Boardwalk- R,N1. Park or. May 3, 2004. A preliminary renew of that information has determined that the
application is not Complete. The following information is needed to continue the stormwater review:
Plcasc add the nearest intersection of nvo major roads to a legible t7cinity map. A major
road is any 1, 2 or 3 digit NC, US'I or interstate highway.
The modification approved on'August h, 1998, shows l infiltration basin and 2 trenches.
We do not keep old plans on file, so this information needs to be reflected on the
application. Please revise Sectigtn III on the application to reflect all of laic drainage
areas, and prorride a drainage delineation map. Also, since the ownership has changed,
please provde a suppletnent for each existing systems.
3. The current permit states that the lots arc allo-,ved 500 square feet of built -upon area per
lot. From the subrriitted applicati !Ere%ise
and from the submitted plans, it appears that certain
lots are allocated different built-tn areas. Please provide a listing of the lots and the
allocated built -upon area per lot. the application as necessary.
4_ Please provide sealed calculations for the proposed system. `
Plcasc rc.Tisc the SHWT elevation for the proposed trench to be 8.33'. This is what it
was determined to be at the time of the original permit issuance_ In order to lower this
number, Vincew Lewis will have to perform a soils investigation on -site.
fi. Revise the trench detail to show the required geotextile filter fabric.
Please note that this request for additional infvrtnation is in respQri5e to a preliminary retilcw.
The rcqucsted information should be received by this Office prior tv .May 11, 2004, or the application vill
be returned as incomplete, The rerun of a proj'ct vial necessitate resubmittal of all required items,
including the application fee.

Wayne Ragland . -
Landscape Architect Licensed Soil Scientist
Environmental Consulting
John McLean PE
John P McLean Engineering Associates
106 Manatee Street
Cape Carteret NC 28584
April 15, 2004
REPORT
To: Whom It May Concern
From: Wayne Ragland
Subject: Boardwalk RV Park Redevelopment Area, Emerald isle NC
As requested by John McLean PE, a soil evaluation was performed on the above referenced site on
April 07, 2004. The purpose of this evaluation was to determine the depth to soil wetness colors and
saturated hydraulic conductivity for the design and installation of a storm water detention / infiltration
system to serve the above referenced project. The scope of the preferred site was provided by fax and is
attached.
Though the existing surface conditions are obviously disturbed at depths from 24" to 48",
apparently for nitrification fields and similar improvements over the years, the soil on this area
conforms to the range in soil characteristics of the Newhan soil series -as described by the
attached abbreviated standard NRCS profile description. Soil wetness colors are over 16' deep
and is representative of the entire site at and above the elevation of 19' MSL as shown on the
map attachment provided. The saturated hydraulic conductivity provided by NRCS is over 20"
per hour (up to 100") but when accumulative sediment clogging of the infiltration surface is
considered, I recommend a design infiltration rate of between 6" and 20" per hour. Please advise
if there is any questions.
I -Wayne Ragland , hereby certify that I am a Licensed Soil Scientist ; that the above
findings are based on the site and soil conditions in affect on April 07. 2004 , and ; that all of the
above statements are true and correct to the best of my knowledge and experience.
Yours truly
r
r
signature v
910-347-9036
120 Balsam Road Jacksonville NC 28546-8508
page 1 of 3

9

SOIL DESCRIPTION ADDENDUM
NEWHAN SERIES
Established Series, Rev. PLT:ENH, 07/1999, LOCATION NEWHAN NC+FL SC VA
The Newhan series consists of excessively drained soils, formed from sands deposited by wind. Slopes range
from 0 to 30 percent. Mean annual temperature is 63 degrees F., and mean annual precipitation is 54 inches.
TAXONOMIC CLASS: Therrnic, uncoated Typic Quartzipsamment
TYPICAL PEDON: Newhan fine sand --in a sparsely vegetated Coastal dune. (Colors are for moist soil unless
otherwise stated.)
A--O to 2 inches; grayish brown (I OYR 5/2) tine sand; single grained; loose; few fine roots; slightly alkaline;
clear wavy boundary. (0 to 3 inches thick)
CI­2to 50 inches; light gray (I OYR 7/2) fine sand; single grained; loose; few fine roots in upper part of horizon;
common small fragments of colored marine shells; 5 percent of the sand grains are black and dark brown;
slightly alkaline; gradual wavy boundary.
C2--50 to 72 inches; light gray (I OYR 7/2) sand; single grained; loose; about 5 percent of the grains are black and
dark brown; common small, medium and large fragments of marine shells; few whole shells; slightly alkaline.
RANGE IN CHARACTERISTICS: Thickness of the A and C horizons is more than 72 inches. Reaction is
extremely acid to slightly alkaline. Calcareous shell fragments mostly of sand size make up to 35 percent of the
soil by volume. The soil contains few to common grains of dark minerals. Silt plus clay in the 10-to 40- inch
control section is less than 5 percent. The A horizon, where present, has hue of 1 OYR to 5Y, value of 4 to 7,
and chrorna of I to 3. Texture is sand or fine sand. The C horizon has hue of 10YR to 5GY, value of 5 to 8, and
chroma of l to 6. Low chromas are not due to wetness. Mottles in shades of yellow or brown are present in
some pedons. it is sand or fine sand.
GEOGRAPHIC SETTING: Newhan soils are on gently undulating dunes commonly near beaches and
waterways along the coast. Slopes are commonly 2 to 7 percent but range from 0 to 30 percent. The elevation
of these soils commonly ranges up to about 75 feet or more above mean sea level. The soil consists of sand and
shell fragments deposited mainly by wind along the Atlantic Coast. However, some areas are a result of dredge
spoil material. The mean annual precipitation ranges from 47 to 60 inches and mean annual temperature ranges
from 53 to 74 degrees F.
DRAINAGE AND PERMEABILITY: Excessively drained; slow runoff; very rapid permeability.
REMARKS: Diagnostic horizons and features recognized in this pedon are: Ochric epipedon - the zone from the
surface to a depth of 2 inches (the A horizon). Low chromas are not due to wetness.
TABULAR SERIES DATA:
Soil Name
Slope
Airternp FrFr/Seas
Precip Elevation
NEWHAN
0-30
58- 70 200-270
47- 58 5- 75
F1oodL
FloodH
Watertable Kind
Months Bedrock hardness
NONE
RARE
6.0-6.0 -
60- 60
Depth
Texture
3-Inch No-10
Clay% - CEC
0-64
FS S
0-0 95-100
0-0 0-0
Depth -
pH-
O.M. Salin
Perrneab' Shnk-Swll
0-64
3.5- 7.8
0.-.5 4-16
20- 20 LOW
page 2 of 3

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.w._.._•_ �.7�.'-•.rt_�.— '--.F LIFT
IA, r __...____ __•-.--�_....w 111 I-,�/ Jl `+_�`I
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page 3 of 3

1000 ft
Yahoo! 6K ©M3 GOT

SW8 970241
The Boardwalk RV Park - Proposed Expansion
101 Islander Drive
Emerald Isle, N.C. Carteret County
Stormwater Plan Discussion:
This project was constructed in 1998 in compliance with approved plans and
specifications.
There is a grade break in the project which allows runoff to be treated in a
northeast, open dry basin. The infiltration basin has 47,762 cubic feet of storage
for an impervious area of 159,984 square feet.
A trench type infiltration (perforated pipe) trench system is proposed on the
southern (ocean side) area of the project. There are presently, two of these
systems on the property.
This proposed expansion plan creates a third infiltration trench. The net
difference in the expansion decreases the amount of runoff to the initial
infiltration basin from 12,764 square feet to 7,606 square feet. The obvious
difference is the removal of a building with sidewalks which is nearly 10,000
square feet.
Stormwater Treatment:
The permitted plan provided for 8" of storage in the infiltration basin. Flow was
directed into perforated pipes where it infiltrated into the groundwater. The
elevation of the bottom of the basin is + 10.5 feet. An overflow is provided, but
has never been used because of the excessive storage provided. Because the plan
reduces flow into the basin, no further discussion has been provided here.
The proposed infiltration trench on the south side (ocean front) of the property
considers the 2 inch event (Emerald Isle requirements). The inlet elevation of the
devise will be set at + 18.5 feet, and the bottom elevation of the installation will be
set at + 11.5 feet. This device will be set approximately 105 feet north of the
f irst line of vegetation, at least 40 feet further northward than the initial two
infiltration trenches.

A soil investigation on the area of the proposed infiltration trench, was made by
Wayne Ragland, L55, and it is included herein.

NORTH CAROLINA, CARTERET COUNTY '--I
The foregcinfg of Nc;;try Pubtic(s) Ware
cerfilied to be correct. This insrtiment and this certii-
Cate are r!niy ratjis:efed at the d:1rG ar,d fitne and in
the Book a; �d Peee shown or: the first pago hereof,
ReSister
Prepared by: JOHN H. PHILLIPS, P.A.
NORTH CAROLINA WARRANTY DEED
CARTERET COUNTY STAMPS S-0-
i'.
This Deed, made this 6"' day of August, 2003, by and between PAXON MCLEAN
IIOL7, AS TRUSTEE OF TILE WILLIAM B. I1'ICLEAN RESIDUARY TRUST, hereinafter
referred to as the "Grantor" and CAPE EMERALD PROPERTIES LLC, 403 Sound View
Court, Cape Carteret, North Carolina, 28584, hereinafter referred to as the "Grantee" (it being
fully understood and agreed that any pronoun or other word used herein shall be construed as
singular or plural, and of the masculine, feminine, or neuter gender, as the context may indicate or
require);
WITNESSETH:
THAT THE GRANTOR, for a valuable consideration to Grantor paid by the Grantee, .
the receipt of which is hereby acknowledged, has bargained and sold, and by these presents does
hereby grant, bargain, sell and convey to the Grantee, Grantee's heirs, successors and assigns, all
of Grantor's interest in those certain tracts or parcels of land situate in Carteret County, North
Carolina, and more particularly described as follows -
TRACT 1: Parcel No. 5383.07.78.1488 CANAL DRIVE WEST and being more particularly
described as being: On Bogue Banks, White Oak Township, in the Town of Emerald Isle,
Carteret County, North Carolina, on the south side of and adjoining Canal Drive, on the north
side of and adjoining a canal, on the west side of lands conveyed by W.B. McLean and wife, Ruth
Paxon McLean to Louise McEachin Spell, Widow, and Martha H. Ricks, by deed dated October
12, 1979, and on the east side of and adjoining the eastern Block: Line of Sec. 290, Emerald Isle
("b )
800, 0'Mf, --L � '�iF J i �..s Cl.p�•

By The Sea. Beginning at an iron pipe in the southern margin of Canal Drive (25 feet from center)
at the intersection of the southern margin of Canal Drive with the eastern line of Sec. 290 and the
western line of Sec. 280 and runs thence from said point of beginning as the southern margin of
Canal Drive (25 feet from center) North 77-51 East 275.15 feet to an iron pipe in said margin;
thence continuing as said margin North 70-23 East 335.99 feet to an iron pipe in said margin, the
most northeastern corner of Lot Number Nine (9) as shown on an unrecorded plat entitled "Old
Ferry Road Subdivision -Section C", prepared by John P. McLean, P.E., from survey of 20 April,
1974; and runs thence as the dividing line between Lot Eight (8) and Nine (9) shown on the
aforementioned unrecorded plat South 05-57 East 207.82 feet to a point in the northern margin of
a canal, the most southern corner of Lots Eight (8) and Nine (9); thence as the northern margin of
said canal South 82-14 West 237.97 feet to an iron pipe in the northern margin of said canal;
thence continuing as the northern margin of said canal S. 47-09 West 96.98 feet to an iron pipe in
the northern margin of said canal, thence continuing as the northern margin of said canal South
67-58 West 74.97 feet to an iron pipe in the northern margin of said canal; thence continuing as
the northern margin of said canal South 82-01 West 212.72 feet to an iron pipe at the intersection
of the northern margin of said canal with the dividing line between Sec.(s) 290 & 280. thence as
the dividing line between Sec.(s) 280 & 290, North 05-57 West 192.8 feet to the point of
beginning, and being all of Lots Nine (9) through Sixteen (16) as shown and described on the
aforementioned unrecorded map, prepared by John P. McLean, P.E.
TRACT 2: Parcel No. 5383.08.99.5167 LOTS 8-20 CANAL DRIVE EAST and being more
particularly described as being: In the Town of Emerald Isle, White Oak Township, Carteret
County, Nor-th Carolina, on the south side of and contiguous to North Canal Drive, bounded on
the north by said North Canal Drive, the south by a canal, and more particularly described by
metes and bounds as follows, to -wit;
Beginning at an iron stake in the southern margin of North Canal Drive, said stake being located
at the point of intersection of the dividing line between Sections 250 and 260 as shown and
designed on a map of Emerald Isle By The Sea, prepared by William Ragsdale, RLS, and
recorded in Book of Maps No. 3, page 37, Carteret County Registry, and runs thence as the
southern margin of North Canal Drive South 87-45 West 689.1 I feet to an iron stake in said
canal; thence continuing as the southern line of North Canal Drive, South 81-03 West 287.13 feet
to an iron stake; thence South 06-15 East 215.83 feet to an iron stake in the northern bank of said
canal; thence as the northern line of said canal in an easterly direction the following courses and
distances: North 84-37 West 75.01 feet; North 75-48 East 75.72 feet; North 89-26 East 75.37
feet; North 89-19 East 75.56 feet; North 79-58 East 75.08 feet, North 78-22 East 75,25 feet;
North 89-08 East 75.25 feet, North 66-05 East 78.62 feet, North 73-25 East 76.15 feet; North
78-45 East 75.21 feet, North 89-25 East 75.28 feet; North 88-19 East 75.16 feet, and North 87-
05 East 75.88 feet to an iron pipe; thence North 06-15 West 165.0 feet to the BEGINNING, as
shown and designated on a map entitled "Map of Emerald Isle, A Portion of Block 260 and 270,"
prepared by J.P. McLean, P.E., from survey of 26 February, 1974.
TRACT 3: Parcel Nos. 5383.10.45.7795 & 5383.10.45.839I In the Town of Emerald Isle, White
Oak Township, Carteret County North Carolina, and more particularly described as follows: On
the south side of but not contiguous to Reed Drive and being a portion of Section Number Four
800

(4) as shown and designated on a map of the "Division of Business Property" prepared by C.C.
King, RLS, and recorded in Book of Maps No. 8, page 52, Carteret County Registry, and
BEGINNING at a point in the southern margin of said fifty foot unnamed street at its point of
intersection with the eastern line of Motel Drive, extended, and being the northeastern corner of
the property of the Islander Motel, and runs thence as the southern margin of said fifty foot
unnamed street North 84-30 East 12.35 feet to a point; thence continuing as the southern margin
of said fifty foot unnamed street North 80-37-20 East 255.77 feet to a point; thence South 05-23-
40 East 836.66 feet to a point in the mean highwater mark of the Atlantic Ocean; thence as that
line South 79-43-20 West 267.47 feet to the southeastern corner of the Islander Motel Property,
thence as that line north 05-23-40 West 249.01 feet to a point; thence North 84-36-20 East L0
feet; thence North 05-23-40 West 592.64 feet to the point of BEGINNING, containing 5.16
acres, more or less.
TRACT 4. Parcel No, 5383.10.46.7177 The Corral and more particularly described as: Lying and
being in the Town of Emerald Isle, White Oak Township, Carteret County, North Carolina, and
more particularly described as follows:
Beginning at an iron pipe located in the Easterly right-of-way of Motel Drive, said iron pipe being
located South 05-23-40 East 407 feet from the intersection of the southerly right-of-way line of
Reed Drive and the Easterly right-of-way of Motel Drive, the beginning point of a 1.511 acre
tract conveyed froni W.B. McLean to Martha L. Howe June 7, 1985; and runs thence South 05-
23-40 East 157 feet to an iron pipe; said iron pipe being located at the point of intersection of the
Easterly right-of-way line of Motel Drive and the Northerly right-of-way line of an unnamed
paved street, and runs thence with the northerly right-of-way line of said unnamed paved street
North 80-37-20 East 429.96 feet to an iron pipe (the northwesterly corner of the intersection of
the right-of-way of two unnamed paved streets); running thence with the westerly right-of-way
line of an unnamed paved street North 05-23-40 West 150 feet to an iron pipe, the southeasterly
corner of a 1.511 acre tract conveyed from W.B. McLean to Martha L. Howe June 7, 1985; and
runs thence as Howe's southern line South 81-33-13 West 429.53 feet to the point of beginning.
TRACT 5: Parcel No, 5383.11.56.1500 An L-Shaped Lot consisting of the following two parcels
described as follows:
Parcel A: Lying and being in the Town of Emerald Isle, White Oak Township, Carteret County,
North Carolina and described as: On the south side of and contiguous to Reed Drive and on the
east side of and contiguous to a Fifty foot unnamed street, BEGINNING at the point of
intersection of the eastern margin of said fifty foot unnamed street and the southern margin of
Reed Drive (30 feet from center); and to locate said beginning point run from the intersection of
the southern margin of Reed Drive with the eastern margin of Section No. Five (5) as shown and
designated on a map of the "Division of Business Property" prepared by C.C. King, RLS, and
recorded in Map Book 8, page 52, Carteret County Registry; and runs thence as the southern
margin of Reed Drive South 81-17-20 West 244.78 feet to the point of BEGINNING of the lot to
be conveyed herein; and runs thence as the eastern margin of a fifty foot unnamed street South
05-30 East 153.04 feet; thence North 80-37-20 East 100.0 feet to a point; thence North 05-30
West 153.76 feet to a point in the southern margin of Reed Drive; thence as that line South 8 1 -

17-20 West 100.0 feet to the point of BEGINNING,
Parcel B: Lying and being in the Town of Emerald Isle, White Oak Township, Carteret County,
North Carolina, and described as- On the east side of and contiguous to a fifty foot unnamed
street and on the west side of and contiguous to the eastern line of Section No. Five (5) as shown
and designated on a Map of the "Division of Business Property" prepared by C.C. King, RLS, and
recorded in Map Book 8, page 52, Carteret County Registry, the BEGINNING point being
located South 05-30 East 154.73 feet from its intersection of the southern margin of Reed Drive
and runs thence as the eastern margin of said Section No. Five (5); South 05-30 East 200.0 feet to
a point; thence Soirth 80-37-20 `Vest 24491 feet to a point in the eastern margin of an unnamed
fifty foot street; thence as the eastern line of said street North 05-30 Nest 200.0 feet to a point-,
thence North 80-37-20 East 244.91 feet to the point of BEGINNING.
TRACT 6: Parcel No, 5383.10,46.4018 The Maze more particularly described as follows: On the
South side of but not contiguous to Reed Drive on the West side of and contiguous to Motel
Drive on the North side of and contiguous to a fifty foot unnamed street, and being a portion of
Section No. Four (4) and Three (3) as shown and designated on a map of "Division of Business
Property" prepared by C.C. King, RLS, and recorded in Map Book 8, page 52, Carteret County
Registry; and BEGINNING at a point in the western line of Motel Drive, said point being 287.36
feet as measured along the western margin of Motel Drive from the southeastern corner of the
lands owned by Carl Parker as conveyed by deed recorded in Book 376, page 373, Carteret
County Registry; and runs thence South 84-30 West 250.0 feet to a point-, thence South 05-30
East 137.37 feet to a point in the northern margin of a fifty foot unnamed street; thence as that
line north 84-30 East 250.0 feet to its intersection with the western line of Motel Drive; thence as
that line North 05-30 West 137.36 feet to the point of BEGINNING.
TRA rce' o. 5383.10.47.2320 Lying and being in the�own-a _ E m ra - s rte Oak
Township, Carteret County, North Carolina, and described as: On the north side of but not
contiguous to N.C. Highway 58, and on the north side of and contiguous to a 60 foot access road
that lies parallel to and on the north side of said N,C. Highway 58 at a constant distance of 150
feet, on the east side of and contiguous to the western line of Section Number Four (4) as shown
and designated on a map entitled "Division of Business Property" prepared by C.C. King, RLS,
and recorded in Map Book 8, page 52, Carteret County Registry; and BEGINNING at a point in
the northern margin of said sixty foot right-of-way that parallels said N.C. Highway 58 and on the
northeast side thereof with its intersection with the western line of said Section No. Four (4) as
shown on the aforementioned map-, and runs thence as the western line of Section Number Four
(4) North 05-30 East 213.43 feet to a point in a canal; said point being the southwestern corner of
a 7.91 acre tract conveyed by deed dated September 1], 1979, from Louise McEachin Spell,
Widow, Martha H. Ricks, et vir Leon D. Ricks, Jr., !`-Martha H. Ricks and John U. McManus, Jr.,
as Co-Execzrtors of the George F. Spell Estate, to W.B. Mclean et ux, Ruth Paxon McLean; and
runs thence as the southern line of said 7.91 acre tract, North 84-30 East 234.81 feet to a point in
said canal at its intersection with the western line of a sixty foot right-of-way; thence as the
western line of a sixty foot right-of-way South 00-03 East 240.86 feet to the northern margin of
said sixty foot right-of-way- thence as that line in a northwesterly direction the arc of a curve with
a radius of 1361.02 feet, a chord distance of 212.53 feet to the point of BEGINNING.
600 o PA

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TRACT 8: Parcel No. 5383,1 1.57.0234 Lying and being in the Town of Emerald Isle, White Oak
Township, Carteret County, North Carolina, and more particularly described as follows: On the
North side of and contiguous to N.C. Highway 58 (Emerald Drive) and on the South of and
contiguous to a sixty foot street, and on the West side of an contiguous to the eastern line of
Section Number Five (5) as shown on a map entitled "Division oFBusiness Property" prepared by
C.C. King, RLS, and recorded in Map Book 8, page 52, Carteret County Registry; BEGINNING
at the point of intersection of the northern margin of said N.C. Highway 58 (100 feet from center)
with the eastern margin of Section No. Five (5) as shown on the aforementioned map and runs
thence as the eastern line of said Section No. Five (5) North 05-30 West 150.26 feet to a point in
its intersection with the southern margin of a sixty foot unnamed street, thence as that line South
8 1-11 West 130.45 feet to a point; thence South 02-57 East 150.8 feet to a point in the northern
margin of the right-of-way of said N.C. Highway 58; thence as that line North 8 1 -11 East 137.17
feet to the point of BEGINNING.
TRACT 9: Parcel No. 5383.10.47.8473 Lying and being in the Town of Emerald Isle, White Oak
Township, Carteret County, North Carolina, and more particularly described as: On the North
side of but not contiguous to N.C. Highway 58 (Emerald Drive) but on the North side of and
contiguous to a sixty foot right-of-way, and on the West side of and contiguous to the eastern line .
of Section No. Five (5) as shown and designated on a map entitled "Division of Business
Property" prepared by C.C. King, RLS, and recorded in Map Book 8, page 52, Carteret County
Registry. To locate the BEGINNING point run from the intersection of the northern margin of
N.C. Highway 58 with the eastern margin of Section No. Five (5) as shown on the
aforementioned map, North 05-30 West 210.26 feet to the BEGINNING point of the lot to be
conveyed herein and being also the intersection of the eastern margin of Section No. Five (5) with
the northern margin of a sixty foot right-of-way; and runs thence as the northern margin of said
sixty foot right-of-way, South 8 1 -11 West 255.65 feet to a point in said line; thence North 02-45
West 233.86 feet to a point in a canal, thence as the line in the canal, North 84-30 East 245.0 feet
to a point in the eastern line of Section No. Five (5) as shown on the aforementioned map; thence
as that line South 05-30 East 218.74 feet to the point of BEGINNING.
TRACT 10: Parcel No. 53 83.11.5 6.0961 Lying and being in the Town of Emerald Isle, White
Oak Township, Carteret County, North Carolina, and more particularly described as: On the
North side of and contiguous to Reed Drive in the Town of Emerald Isle, South of and
contiguous to N.C. Highway 58 (Emerald Drive) and being a portion of Section No. Five (5) as
shown and designated on a map of"Division of Business Property" prepared by C.C. King, RLS,
and recorded in Map Book 8, page 52, Carteret County Registry; and BEGINNING at the point
of intersection of the eastern line of Section No. Five (5) as shown on the aforementioned map
with the northern margin of Reed Drive (30 feet from center) and runs thence as the northern
margin of Reed Drive South 8 1-11 West 146.67 feet to a point; thence North 05-30 West 150.26
feet to a point in the southern margin of N.C. Highway 58; thence as that line North 81-11 East
146.67 feet to the eastern line of Section Five (5) as shown on the aforementioned map; thence as
that line South 05-30 East 150.26 feet to the point of BEGINNING.
800 C 6:) PAGE

This conveyance is made subject to all valid and enforceable easements and restrictions of record.
TO HAVE AND TO MOLD said tract or parcel of land, and all privileges and
appurtenances thereunto belonging or in any way appertaining to the said Grantee, Grantee's
heirs, successors and assigns, forever.
AND TH E GRANTOR does covenant that Grantor is seized of said premises in fee
simple and has the right to convey the same in fee simple; that the same is free and clear of
encumbrances, except as herein set forth; and that Grantor will warrant and defend the said title to
the same against the claims of all persons whomsoever.
IN TESTINIONY WHEREOF, the Grantor has hereunto set Grantor's hand and seal,
the day and year first above written.
(SEAL)
PA ON 1CLEAN OLZ, AS TRUSTEE OF THE
WILL1A11 B. MCLEAN RESIDUARY TRUST,
GRANTOR
NORTH CARD NA
COUNTY OF
I, a Notary Public, do hereby certify that PAXON MCLEAN HOLZ, AS TRji'�"`'",,
OF THE WILLIAM B. MCLEAN RESIDUARY TRUST, Grantor, personally alp&te .� ' •.?;��
before me this day and acknowledged the due exec n of the for noing Deed. Q' Q
Witness my hand and notarial seal, this �% day of n : ,3�—A-Muzi —72
Notary Public CA'
My Commission Expires:
SJ-Zd-py .. T
BOOK PA`'

John P. McLean Engineering Associates
106 Manatee Street
Cape Carteret, N.C.
Tel.[phone]
FAX:[phone]
E-mail: [e-mail]
May 3, 2004
Ms. Laurie Munn, Review Engineer
DENR - DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Boardwalk RV Park - Proposed Expansion - Stormwater Management Plan
Dear Ms. Munn,
'The following items are included for your review. As you know, the Town of
Emerald Isle requires storage for the 2 inch event. All calculations are based on
that criteria.
1. Application (4 pages)
2. Infiltration Supplement (4 pages)
3. Check made payable to DENR-DWQ in the amount of $4,000.00
4. Soils Investigation and Report from Wayne Ragland (3 pages)
5. Site Map
6. Stormwater Discussion and Treatment (2 sheets)
7. Deed copy (6 pages)
You will also find a copy of the approved SW8 870241 plans. Please call if there
are questions or comments.
Sincerely,
hn P. McLean, P.E.
RECEI�'�D
r' .�
N1M� D 3 -�Ji
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pgpJ #

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
August 20, 1998
Ms. Georgia Murray, Managing Partner
The Boardwalk RV Park
PO Box 4549
Emerald Isle, NC 28594
NWAlk
� 'IFJ.
VIVA
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NCDENR
NORTH C.AROLINA DEPARTMENT OF
ENVIRONMENT ANp NATURAL RESOURCES
Subject: Permit No. SW8 970241 Modification
The Boardwalk RV Park
High Density Subdivision Stormwater Project
Carteret County
Dear Ms. Murray:
The Wilmington Regional Office received the modification to the Stormwater Management Permit Application for The
Boardwalk RV Park on May 18, 1998, with final information on July 24, 1998. 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
21-1.1000. We are forwarding Permit No. SW8 970241 Modification, dated August 20, 1998, for the construction of the project,
The Boardwalk RV Park.
This permit shall be effective from the date of issuance until August 20, 2008, 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 2761 1-7447. 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 (910)
395-3900.
S incerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1970241.AUG
cc: John McLean, P.E.
Katrina Marshall, Carteret County Inspections, (Louise Avenue, Emerald Isle)
John Parker, DCM
Charles Jones, DCM Morehead City
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer. : °°` 50%-recycled/10"/o,pbst-cons_umer.paper- -. - --•-

State Stormwater Mana-ement Systenis
Permit No. SW8 97024E Modification
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
The Boardwalk RV Park
The Boardwalk RV Park
Carteret County
Ifoxi l—I
construction, operation and maintenance of two infiltration trenches and an infiltration basin in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 20, 2008 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The subdivision is permitted for 182 lots, each allowed 500 square
feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.

State Stormwater Mana,,ement Systems
Permit No. SW8 970241 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff,,
Classification of Water Body:
The Boardwalk RV Park
SW8 970241 Modification
Carteret County
Ms. Georgia Murray, Managing Partner
The Boardwalk RV Park
PO Box 4549
Emerald Isle, NC 28594
May 18, 1998
Atlantic Ocean (Trenches)/Bogue Sound (Basin)
"SA" "SB" "SB"
BASIN TRENCH 1 TRENCH 2
Bottom Elevation:
10.5
12
12
Total Impervious Surfaces, ft2:
157,284
21,655
13,730
(187 lots at 500 ft2)
155/77.500
17.5/8,750
14.5/7,250
Roads/Parking, ftz
74,022
9,540
6,480
Clubhouse/Walks
5,762
3,365
n/a
Trench Dimensions, LxWxH/ Pipe Diameter:
100'x8'x6'/48"
65'x8'x6'/48"
Required Storage Volume, ft3:
*4315493
1,805
1,144
Provided Storage Volume, ft3:
47,844
2,674
1,738
Temporary Storage Elevation, FMSL:
13.5
---
---
Type of Soil:
Sand
Expected Drawdown Rate:
1.8" per hour
Time to Drawdown, hours.
19
22
22
Seasonal High Water Table Elevation, FMSL:
8.33
*The storage volume is computed by subtracting the volume infiltrated
during the storm, 61,363 cf from the total required volume
of 104,856 cf. The
system is sized to contain and infiltrate the 25 year, 24 hour storm.

State Stormwater Manaaement Systems
Permit No. SW8 970241 Modification
4. 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.
5. The permittee is responsible for verifying that the proposed built -upon area 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.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to
the penult.
7. The Director may notify the pennittee 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.
II. SCHEDULE OF COMPLIANCE
The pennittee will comply with the following schedule for construction and maintenance of the stonnwater
management system:
a. . The stormwater management system shall be constructed in it's entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The permittee grants permission to DENR Staff to enter the property for the purposes of inspecting the
Project for compliance with the conditions of this permit.
3. 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.

State Stormwater Management Systems
Permit No. SW8 970241 Modification
4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of catch basins, piping and filter media.
g. Access to the trenches and basin must be available at all times.
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.
6. The maximum built -upon area per lot is 500 square feet, inclusive of that portion of the right-of-way
between the lot line and the edge of pavement, structures, pavement, walkways of brick, stone, or slate, but
not including open wood decking or the water surface of swimming pools.
7. The covenants pertaining to stormwater regulations may not be changed or deleted without concurrence of
the State.
8. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the
State.
9. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their allowable built -
upon area due to CAMA regulations.
10. All runoff on the lot must drain into the permitted system, per the drainage areas delineated on the approved
plans. This may be accomplished through providing roof drain gutters which drain to the street, grading the
lot to drain toward the street, or grading perimeter swales and directing them into the pond or street. Lots
that naturally drain into the system are not required to provide these measures.
11. 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.
12. Prior to transfer of ownership, the basins and trenches must be inspected by DWQ personnel, and determined
to be in compliance with all permit conditions. Records of maintenance activities will be required.
13. 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.

State Ston- water Management Systems
Permit No. SW8 970241 Modification
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a "Name/Ownership Change Form" must be submitted to the Division
of Water Quality accompanied by appropriate documentation from the parties involved, such as a copy of
the deed of trust. Other supporting materials, such as a signed Operation and Maintenance plan in the case
of engineered systems, will also be required. 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. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
3 . The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional -or replacement stormwater management systems.
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.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facilities during normal business hours.
Permit issued this the 20th day of August, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970241 Modification

State Storinwater Management Systems
Permit No. SW8 970241 Modification
The Boardwalk RV Park
Stormwater Permit No. SW8 970241 Modification
Carteret County
Engineer's Certification
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Prof ect)
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and -intent of the approved plans and specifications.
Noted deviations from approved plans and specifications -
Signature
Registration Number
Date
SEAL
- _ - _ -- - ---- _— _--_- - -7_�--

!3 1 LGJ so I •
a. ' .
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
. T?4E WARDWAL1C ie V PAF-K
Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
C-�EOR! [A M L) R?,_A_Y� MENAGi1�G PARTS F_T, 11AE _0DA D_W ALK- KV PAKK
Mailing Address for person Iisted in item 2 above:
>?o. w)( 4549� --
City, EE M F—PA LLD IS L>; State: NN Zip:4—
Telephone Number. 25 2i 54 - Z
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, Ietters, operation and maintenance agreements, etc.):
5. Location of Facility (street address):
U15E iaVE.N L F,- to
GtyNI�Q�i.� -15L County CT
6. Directions to facility (from nearest major intersection):
m
E
TIA AODO.-4,hA1\-r=,�-i- ?/A]1 KA1I F -r7, I rrtIIcG AtI=-t1l1C— oPr,�:—_vT4
Is MOR.TFk aq 50U LdUNSF- AvE, v& . , ,,
7. Latitude: 34 :? 8' 3O" Longitude: -1 `i ` 6 3 30 - of facility
Contact person who can answer questions about the facility:
Nan�b► 4 ?AC -LEAN , ? E Telephone Number: f Z5 Z 1 39 3 —ZZ. 15
II. PERMIT INFORMATION:
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 pen -nit number_ 5A 89704 4- 1 and its issue date (if known) t5
Form 5NVU-101 ]anuary 1999 Page I of 4

tpprov
3. Specify the type of project (check one):
Low Density .� High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
X CkMA Major , X Sedimentation/Erosion Control 404 Permit
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 .
_ See attached pages 6ASA) 4f 71?E+JCHE5
2. Stormwater runoff from this. project drains to the At. Ocean &-Bogue�Sound River basin.
3. Total Project Area: 14 '. 03 - acres
5. How many drainage basins does the project have? --- I
4. Project Built Upon Area: 32
6. Complete the following information for each. drainage basin. If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
Bashi Info""tirtatidFt; M
""" :�x,Dral ea `e Basin l A"; "'tM
:K 7 iiria"_ "- lBasK2.
Receiving Stream Name
Receivina Stream Class
S B
SB
canal)
Drainage Basin Area
0.86 acres.
0.60 acres
12.57 acres
df xistin Impervious* Area
9 1 65�15
13-4
" _ ; ,i~
1549184 sf Anrroved
Proposed Im ervious*Aiea
` _�
% Impervious* Area (total)
9
Izti ervioushSurface Area,
.°....'
�` .;.,
Maslri 2 y.���-•q ,
On -site Buildings
On -site Streets
12,905
sf
6,480
sf
62,777
sf
On -site Parking
8 750
sf
7 250
sf
9,945
sf
On -site Sidewalks
0
0
0
Other on -site
Off -site
0
0
0
Total:
E-21 , 655
.sf
13,730
sf
1=153
522 sf (Proposed)
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? This site is higher than
adjacent -areas and no off_ —site drainage comes to it. We capture our
runoff on the south side and direct surplus toward ocean.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Not'Applicable
r
Form SWU-101 January 1998
Page 2 of 4.,

By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, 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.
VI. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or fum): John P. McLean
Mailing Address: 106 Manatee Street
Gar Ca e Carteret State: NC Zip: 28584
Phone. ( 252 _) 393-2219_
V11. SUBMITTAL REQUIREMENTS
Fax: ( 252 393-2463
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form _JPT�I�
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including: *'
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name ✓. .
-Engineer and firm ✓
-Legend "
- North arrow ✓
- Scale ✓
- Revision number & date
- Mean high water line �J/A
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter ✓
- Wetlands delineated, or a note on plans that none exist ►JIA
- Existing drainage (including of site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required) kJ R
V. APPLICANT'S CERTIFICATION
I, (print or type name of person Iisted in General Information, item 2) C-FnG [A NA
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded Frith all required permit conditions, and that to the best of my knowledge the
proposed pro' complies with the requirements of 15A NCAC 2H .1000.
Form SWU-101 January 1998 PaQe 3 of 4

ATTACHMENT A
I. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
I. No more than square feet of any lot, including that portion of the right-of-way between the
edge of pavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of sutimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside s-wale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that' short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
S. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated 100 foot long grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project:
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit
Low Density
High Density
Other
Director's Certification
General Permit
New, Modification, or
Late Renewal
S38�
$225
$350
$50
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a
Form S«U-101 January 1998 Page 4 of 4

08/24/98 10:32 FAX [phone]
NCDO-W WIRD Fax: 9103,5CT-M Aug 20 '98 12.20 P.0?
002
Project Naaxe:. : •
.� ; RwrgarrsiDle. icy. r. ramp: r2 �?�,1�1�-•��``�
Pore No. ZS z - 5�
A$er.:every runoff producing rxmfffl el venf;.or'at least �agnflily,. whichever cornes,(first: '
ins the infilfi7d6n pa i)'for erasion; hash accumulation, grass cooaage, and' genet
t:'nndidon of the. fact` ly.
.2 Repair e.6XIed, Areas•necessary, k=p'-side slopes and bogom = s
and remove •rash ,
3, C�any joist 8ipi�g,: stivalcs.A?d catch basins. Repair broken piping resced sRral�s,,a '
remove trash. E,
r 4. Iaspel,'Uhe bypassfOvet�ow ire far hio e.aad det rioratign. ;Rove bloclr�ge a
repair"strurdlre to a,ciganxiY� : apprarrcd design specifitatians, s ,.:
5 • Cheer. the ftth of the•p l(s�:every.sir[• �€rontas.:Zf sihaou teas occui�c4 to tl�:point t�l
aa3y: 75 % of the original .aesigr depAis; provi4pd, remove TO eWc4*e sik to ttta pii ai
depth. x3a not oven -excavate. �is. this may aa45e the sec u ted water tAbie eegar �oA to � I
reduced, md,my af�xr �e,abtury oftbc system toIi.71vxm as designed L �� r ,a
6. If drawdowa is not accaragliehed ppiuthit S c3eys, the fiI#fit �paaQ ?sue# be rciaovad aid
TeplWced to design speCifigatiana•sa that tile•ret-mAm4 drawdOeva in`scar plLshcd Y .
SPECIAL MM-MUZVZM
I, wee to iO responsible for pPr€ornIm
the maimmiaco items as listed above Iar,titis'pra�ect . i -agiec Ea• notlfy,N, T?RTQ.ci day p�Oblr+r+e *Ith
.s .. or• G of the o d°- praJet t, .*+9n+e ,ai the re`spc3t b1 parry, tale- ad&8".
Signature
as%za/se' i2i22 Tx/Bx No.1536 �-Qoz
„, : F

CALCULATIONS
Assembly No 1 - Approved as an oversized infiltration pipe, by 25.5 cubic feet (see drawing).
Note: The major difference in this plan and the one already approved is a change in the grade
break between Assembly No 1 and Assembly No 2. eastward (move the grade break
eastward as shown on the attached sketch).
This move of the grade break decreases the runoff by 1 1/2 additional sites into
Assembly No 1. ' The decrease runoff generated by 1 1/2 sites = 750 square feet.
The grade break change to the east increases runoff by including the street area
(20'x 40'= 800 square feet).
The net runoff increase = 50 sq. It x 1.5"/12"/ft = 6.25 cubic feet.
The surplus capacity is subsequently reduced:
25.5 cf (approved) - 6.25 cf (proposed) = 19.25 cubic feet (oversized)
Assembly No 1 is adequate without any construction changes required.
Assembly No 2 - Approved as an infiltration pipe having a capacity of 1,336.5 cubic feet
Note: The modification to the plan increases RV sites within the drainage basin to 14.5 sites
@ 500 sf/site (impervious areas). (This deletes Building impervious. areas)
This area is 14.5 x 500 sf = 7,250 square feet.
There is also a net increase of street pavement of 20 feet wide x 324 feet long.
This area is 324' x 20' = 6,480 square feet.
Therefore, the net increase is 13,730 square feet. or 13,730 x 1.5/12 = 1,716.5 of
The original design volume = 1,336.5 cf, therefore, we need 380 cubic feet added.
Design volume was 26.73 sf/f, so 380/26,73 = 14.2 lineal feet, say 15 foot increase.
Therefore, increase the original designed 50 foot infiltration assembly to 65 feet.
Assembly 1
Lots/parking 19/9500 sf
Streets 12105 sf
21605 sf
Required Vol. 2701 cf
Actual Vol. 2726.5 cf
SUMMARY
Assembly 2
5/2500 sf
7898 sf
10398 sf
1300 cf
1336.5 cf
Lots/parking 17.5/8750 sf 14.5/7250 sf
Streets 12905 sf 6480 sf
21655 sf 13730 sf
Vol. Req'd 2706.9 cf 1716.25 cf
Actual Vol. 2726.5 cf 1336.5 cf
Oversized 19.6 cf Undersized 379.75 cf
File:Boardwalk.rev
CAR
APPROVED ,r+ �•.•••"•• �'.,
• E AL
•
5631 • c
y
S
• r r(ftVj�C��
PROPOSED �i !�°••••»••'• C� ,4
Therefore increase length of Assembly 2
379.75/26.75 cf/f = 14.2 feet SAY 15 Feet

..a
08/24/98 10:32 FAX [phone]
NCDEMR WIRQ Fax r 9103502004 Pug 20 198 12:20 R. 0.3
..,binERGROUNP n+r MTRATMM TRXWM. M4PMEXANCE.
reject r��: u%
:�tespansibi�Party_ .
_9c;rk 'Cc'
Addr6a: Qn.:. C• C.� S 7, rrrr, Le mac. P,=No.j 7„5f -
x.' The trenohv�s.wil1 bo oonstrmotad in:%aecfoi+dance with. tho approved UoTmwatnr ptani;'agd',
specifi�oo�,,,exuding I ',be nngpsping,•�d compze rr id ratio ven4icat n. .
Inhrt ccatch. basins and. piping, wig] •be-i pactd mon ly.or der every runoff prnducigg
raiM evr. n t�whichevcr•Carnes' n-st. -The:ba.si=. grates, Piping bypass �reire~will be
Cku' Oi a=' Mu - tio..'
3, Swales and vegetated:.-.R m w�U. be:kspeaw :monthly .or after every rtwoff ProducMg,
rain ever,;,,W*Mver o=rs;first:-. i,r& e4:areas,*111 be.repaised-tine next stern,',
�. The water:level in flta mo aemg wo11a w'M b !ided cmr, .4 mgaW or after. a 1."
evesst, whiehevex.comes Tusk, • .-.It6 c -high water tat�c cLcv�attons (w s 1!, df the ba tn'Mr
of the systenifor a period 3 m of `aaths} mest,b ty ]7'Q►, 393-39[10
5: If the SY is failing>:as;:d in�d by=DW ,the system wfil bn ca;;medfabely fopal
or xepla* to,,origio w design. �zc tisins Repair •may incfud$ the a ssity a remavit �
existing'pavement to reach .flte..underFynig'treabh. Tf t#ie system nvt M
fLlt]Gtx(7II, other starrewater..COrltrdt devtces $S a110W Vj� NGA� 7.1i.1D90�Bst
designed,. aWL ved .and cons�
6.. -1y =ueI t &bnWcleaaing of the sy'sum- w.iU be performed 6ved met_ hc�d,
By my, signattn. w,1. aelmowle Ugj that r am mspansibte for per!omji dg tba y*tdnance .as
outiiaed dwo, i
5iguaxure: Date:
• r,�ea-ter..: .. ., - ' '. ,- : ' ' .7 .- �I. �, .
_4- ;0, 122Z TX/,RX Hp 1936 003

y, ....,. egronee.w,w MeM
Aug 20 '98 12:21
0 K 1 8-2523543190
,'.State of North Carolina
Dcpartrnerit.of Environment-andNatural Reso=ds
Wihriiugton Regional Office
dames B. Mutt; Governor ' Wayne McDevitt, Secretary:
�..
FAX COVER
R-`:SHEET
i.
Date:, No:'Of-Pages•
Trr: I C:�f'+"'2 From • '
CO co
= 2 a'-3 a4--3 C --�-
FAK�#� � . FAK#:'�L0-3�0-20b4=.
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7777
127 Cardlnal Drive Extengon: Wllminjim, N.C.29405-3945 7'eiephone (910) 395.390D Fax 097. ) 350-211p�
An Egna4dppQ' t06itk -ak irmadve Action Employer ' '
'e'er• .
�;-�.V1.T.irr-L"�J J' '.f.! 40�.}.:.i.:r::iC':'rr ifi'.�:� i::a�a! .... ''��5��:�y:'r_ •4_ .. S. :h::' 'S<�'''r;i.' ',' ; ly�' ��

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor
FAX COVER SHEET
Date:
To: GgDeai2 /Lfvrr-,2
CO:
FAX #: 26Z —3 54--3 ! 90
Cilq ?
REMARKS: R else 5 r c
Wayne McDevitt, Secretary
No. Of Pages: 3
From: L.od2 Lzt u's
CO: Cw CQ
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

INFILTRATION POND MAINTENANCE
Project Name: 32t`z—�W2k R\J Pork -
Responsible Party Name:
Address:
Phone No:
After every runoff producing rainfall event, or at least monthly, whichever comes first:
1. Inspect the infiltration pond(s) for erosion, trash accumulation, grass coverage, and general
condition of the facility.
2. Repair eroded areas immediately, re -seed as necessary, keep side slopes and bottom mowed,
and remove trash.
3. Check any inlet piping, swales and catch basins. Repair broken piping, reseed swales, and
remove trash.
4. Inspect the bypass/overflow structure for blockage and deterioration. Remove blockage and
repair structure to originally approved design specifications.
5. Check the depth of the pond(s) every six months. If siltation has occurred to the point that
only 75 % of the original design depth is provided, remove the excess silt to the original
depth. Do not over -excavate, as this may cause the required water table separation to be r
reduced, and may affect the ability of the system to perform as designed. Des�pc�y4h = 2.5
6. If drawdown is not accomplished within 5 days, the filter media must be removed and
replaced to design specifications so that the required drawdown in accomplished.
SPECIAL REQUIREMENTS
I,
, agree to be responsible for performing
the maintenance items as listed above for this project. I agree to notify NCDWQ of any problems with
the system, or changes of the name of the project, name of the responsible party, or address.
Signature
Revised 2111I98
Date

e
UNDERGROUND INFILTRATION TRENCH MAINTENANCE REQUIREMENTS
Project Name: &J2'rr—J W z1 kL f�zy PzV- ,
Responsible Party:
(Please Type or print clearly)
Address: Phone No.
1. The trenches will be constructed in accordance with the approved stormwater plans and
specifications, including traffic bearing piping, and compacted void ratio verification.
2. Inlet catch basins and piping will be inspected monthly or after every runoff producing
rainfall event, whichever comes first. The basins, grates, piping and bypass weirs will be
cleared of accumulated trash.
3. Swales and vegetated filters will be inspected monthly or after every runoff producing
rainfall event, whichever occurs first. Eroded areas will be repaired before the next storm
event.
4. The water level in the monitoring wells will be recorded once a month or after a V rainfall
event, whichever comes first. Chronic high water table elevations (within V of the bottom
of the system for a period of 3 months) must be reported to DWQ, 395-3900.
5. If the system is failing, as determined by DWQ, the system will be immediately repaired
or replaced to original design specifications. Repair may include the necessity of removing
existing pavement to reach the underlying trench. If the system cannot be repaired to
function, other stormwater control devices, as allowed by NCAC 211.1000, must be
designed, approved and constructed.
6. Annual testing/cleaning of the system will be performed by an approved method.
By my signature below, I acknowledge that I am responsible for performing the maintenance as
outlined above.
Signature:
Revised 2/25197
Date:

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
July 9, 1998
Mr. John McLean, P.E.
106 Manatee Street
Cape Carteret, NC 28584
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970241 Modification
Boardwalk RV Park
Carteret County
Dear Mr. McLean:
The Wilmington Regional Office received a modification to' the Stormwater Management Permit
Application for Boardwalk RV Park on May 18, 1998. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. Please seal the design calculation revisions.
2. Please complete Section VI of the permit application.
3. Please supply information for all 3 of the drainage basins, not just the two that are affected
by the revision. The modified application and plans will supercede the one currently on file,
therefore, all of the design information for each of the three infiltration areas must be
included. Please squeeze down the Section III space into three columns to convey the
necessary information and resubmit.
4. Please provide two sets of the revised plans showing the "slight" increase in impervious area
for Assembly #1, and the lot shifting for the Louise Avenue basin as well. When the permit
modification is written, they will be marked "Approved" and one set will be returned. Again,
the revised plans will supercede those currently approved, therefore, the revisions must be
clearly denoted and all previous requirements must remain on the plans.
5. I am unable to verify the calculations for Assembly #1, since no revised plans were submitted.
The calculations for Assembly #2 appear to be in order at this time.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Mr. McLean
July 9, 1998
Stormwater Project No
SW8 970241 Modification
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to August 9, 1998, 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 have any questions concerning this matter please feel free to call me at [phone].
RSS/arl:
cc
Sincerely,
Ms. Linda Lewis
Environmental Engineer
S:1WQSISTORMWATIADDINF01970241.JUL
Linda Lewis
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

q7OZ411
John P. McLean Engineering Associates
RECEIVED JUL 2 4 1998
July 22, 1998
Ms. Linda Lewis, Environmental Engineer
DENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: The Boardwalk RV Park - Modification
Emerald Isle, N.C.
Dear Ms. Lewis,
STORMWATER
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
FAX: [phone]
E-mail: [e-mail]
I've received your letter of July 9, 1998 and have responded to the items specifically with explanations
below.
The calculations are sealed with my engineering seal.
2. Section VI has been filled in showing me as the designated agent.
3. As you requested, I've squeezed all three (3) basins together so they can be shown on the
application.
4. The "slight increase" in impervious area for Assembly I is 6.25 cubic feet.
Sheet 4 shows the modified area and calculations. Included herein you will find two (2)
complete sets of drawings. You will find notes and appropriate comments on Sheet 1
which refer to Sheet 4 for clarity. One additional item is the "lot shifting" which is clearly
noted on Sheet 1.
1 would be remiss if I didn't apologize for the extra work which I've caused you. Actually, I had the
mistaken idea that a modification was simply that. With this submittal, I've tried to include all
information which you need to see in order to understand the changes.
Sincerely,
J n P. McLean, P.E.
nclosure: 2 copies of the application
2 copies of complete set of maps (4 pages)
cc: Alan Bell
He: B oard w A. Stro in wa to 41 ud.

CALCULATIONS
Assembly No 1 - Approved as an oversized infiltration pipe, by 25.5 cubic feet (see drawing).
Note: The major difference in this plan and the one already approved is a change in the grade
break between Assembly No 1 and Assembly No 2. eastward (move the grade break
eastward as shown on the attached sketch).
This move of the grade break decreases the runoff by 1 1./2 additional sites into
Assembly No 1. The decrease runoff generated by 1 1/2 sites = 750 square feet.
The grade break change to the cast increases runoff by including the street area
(20'x 40'= 800 square feet).
The net runoff increase = 50 sq. ft x 1.5"/12"/ft = 6.25 cubic feet.
The surplus capacity is subsequently reduced:
25.5 cf (approved) - 6.25 cf (proposed) = 19.25 cubic feet (oversized)
Assembly No 1 is adequate without any construction changes required.
Assembly No 2 - Approved as an infiltration pipe having a capacity of 3,336.5 cubic feet
Note: The modification to the plan increases RV sites within the drainage basin to 14.5 sites
ct 500 sf/site (impervious areas). (This deletes Building impervious. areas)
This area is 14.5 x 500 sf = 7,250 square feet.
There is also a net increase of street pavement of 20 feet wide x 324 feet long.
This area is 324' x 20' = 6,480 square feet.
Therefore, the net increase is 1.3,730 square feet. or 13,730 x 1.5/1.2 = 1,716.5 cf
The original design volume = 1,336.5 cf, therefore, we need 380 cubic feet added.
Design volume was 26.73 sf/f, so 380/26,73 = 14.2 lineal feet, say 15 foot increase.
Therefore, increase the original designed 50 fool infiltration assembly to 65 feet.
Assembly 1
Lots/parking 19/9500 sf
Streets 121.05 sf
21605 sf
Required Vol. 2701 cf
Actual Vol. 2726.5 cf
SUMMARY
Assembly 2
5/2500 sf
7898 sf
10398 sf
1300 cf
1336.5 cf
Lots/parking
17.5/8750 sf
14.5/7250 sf
Streets
12905 sf
6480 sf
21655 sf
13730 sf
Vol. Req'd
2706.9 cf
1716.25 cf
Actual Vol.
2726.5 cf
1336.5 cf
Oversized
19.6 cf Undersized 379.75 cf
File: tiaardwalk.rev
bTORMWATER
APPROVED
E C E I V E
�I
MAY 1 81998
PROPOSED D E M
PROJ #
Therefore increase length of Assembly 2
379.75/26.75 cf/f = 14.2 feet SAY 15 Feet

JOHN P. MCLEAN ENGINEERING ASSOCIATES I MAY 18 1998
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
Fax: [phone]
E-mail:[e-mail]
May 14, 1998
Ms, Linda Lewis, Water Ouality
Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
RE.: The Boardwalk RV Park, Emerald isle, Carteret Cou ty (SW8 970241) CP
Dear Ms. Lewis,
On December 8, 1997, your letter to Paxon Holz, Trustee and Owner notified approval of
SW8 970241. We began construction on the project in April of this year. At this time the
owners wish to alter a small corner (1 /2 acre +/-) of the project and direct additional flow into
the infiltration assemblies. A summary and narrative follow:
You will also find a check for the modification review in the amount of three hundred eighty-
five dollars ($ 385.00). 1 have reviewed the checklist and made sure everything was addressed.
When we talked yesterday, you mentioned that you have fifty-two (52) projects ahead of this
modification. I just hope you stay healthy and get some help.
If we can discuss anything via telephone or FAX, I will be available almost any time.
Sincerely,
myt4?4��
JMcLean
clo,su
c closures. application (2 copies)
Treatment, Narrative, & Calculations (2 copies)
Drawings (2 copies)
cc: Georgia Murray

E C F � V E
sTORMWATEHI MAY 1 81998
NARRATIVE
PBOJ # 0 E ii/t
A contract was signed on March 31, 1998 between W.F. Parker Construction Co., Inc an —,
Managing Partner of The Boardwalk RV Park (Georgia Murray) and work was begun
immediately on The Boardwalk RV Park. The contractor has installed septic systems, water
main and considerable grading has been completed. The owner was granted a permit by the
Town of Emerald Isle (98-00509) to demolish the "Boardwalk Building" on 5-04-98. The
structure was a concrete block building and had served as a grill, and beach pavilion with
associated parking, showers and baths. The building was demolished and the debris was
hauled away. The structure itself represents an impervious surface reduction of 4,964 square
feet. The impervious surface of the parking lot for the Boardwalk building was originally
routed to the infiltration basin located on Louise Avenue. The impervious area will also be
reduced by removing the parking lot. The area is approximately 5,850 square feet. The grade
break occurs at the south edge of the parking lot, so the net reduced flow (because of removing
the parking lot) is still directed toward the infiltration basin on Louise Avenue. There has
been no attempt to downsize the infiltration basin because of reduced runoff from the parking
lot which will be obliterated.
DISCUSSION OF PROPOSED MODIFICATION
The absence of the Boardwalk Building and parking lot makes available additional area for
RV sites. The existing septic system from the former Boardwalk Building has been examined
by the local health department sanitarians and it provides adequate treatment for reconfigured
and additional RV sites. A plan has been prepared and has been submitted to Emerald Isle for
approvals.
Assembly No 2
Each additional RV site accounts for five hundred (500) square feet of impervious area. There
are presently, eleven (.11) sites and added street areas which need to be considered for draining
into Assembly No 2. The exact figures have been calculated by Alan Bell, RLS and is shown
on the attached drawing of Assembly No 2. The proposed location for Assembly No 2 is also
shown to be parallel to the shoreline versus the original configuration. The added volume
requirement dictates fifteen (.15) lineal feet be added to the Assembly as shown on the
calculations.
Assembly No 1.
There is also proposed, a slight increase of impervious surfaces which will drain toward
Assembly No 1. The original design approved under SW8 970241 was shown to have an excess
capacity of 25.5 cubic feet. Runoff from the proposed modification will increase only 6.25
feet, leaving an oversized volume of 1.9.25 cubic feet.
Infiltration Basin on Louise Avenue
Investigation of the nitrification area west of the former Boardwalk Building has revealed a
configuration of lines which require the elimination of lots approved under the original plan.
These lots are numbered 83 and 1.07. These lots are being shifted to be located on SS-28 (a
former nitrification field site). There is neither gain nor loss of impervious areas as a result
of this shift. Two lots have been eliminated in one location, and added in another location.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
,lames B. Hunt, Jr., Governor
NVayne McDevitt, Secretary
Division of NVater Quality
December 8, 1997
Ms. Paxon McLean Holz, Trustee and Owner
106 Manatee Street
Cape Carteret, NC 28584
Asue. ���'� �Me
�:
wENR'
•-,rH CAROLINA DEPARTMENT
ENVIRONIVICNT ATURAL _ _
CES
Subject: Permit No. SW8 970241
Boardwalk RV Park
High Density Subdivision Stormwater Project
Carteret County
Dear Ms. Holz:
The Wilmington Regional Office received the Stormwater Management Permit Application for Boardwalk RV Park on
February 26, 1997, with final information on November 6, 1997. 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 970241, dated December 8, 1997, for the construction of the project, Boardwalk RV Park.
This permit shall be effective from the date of issuance until December 8, 2007, 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 2761 1-7447. 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 (910)
395-3900.
Sincerely,
a �,
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSSIarl: S:IWQSIST0RMWATIPERMIT1970241.DEC
cc: John McLean, P.E.
Katrina Marshall, Carteret County Inspections
Linda Lewis
V Imington-Regional'Off� Office
e
Central Files
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 970241
- • -.-s W. -. STATE OF NORTH CAROL• INA _
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
Paxon McLean Holz, Trustee
Boardwalk RV Park
Carteret County
FOR THE
construction, operation and maintenance of 2 underground infiltration trenches, and an infiltration basin in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules ") and the
approved stormwater management plans and specifications and other supporting data as attached and on file with
and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December S, 2007 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The subdivision is permitted for 150 RV lots, each allowed 500
square feet of built -upon area, roads, clubhouse and parking areas.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
I

State Stormwater Management Systems
Permit No. SW8 970241
= _-... . - --- ..,—,-- _ `;.: � _ . -DIVISION, OF WATER: QUALITY
- - - PROJECT.DATA'SHEET - =-
Project Name: Boardwalk RV Park
Permit Number: 970241
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff
Classification of Water Body:
Pond Depth, feet:
Total Impervious Surfaces, ft2:
Lots, #Ift2:
Roads/Parking, Clubhouse, ft -.
Offsite Area entering Pond, ftz:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Bottom Elevation:
Carteret County
Ms. Paxon McLean Holz, Trustee and Owner
106 Manatee Street
Cape Carteret, NC 28584
February 26, 1997
Atlantic Ocean
Trench 1
Trench 2
Basin
6'
6'
2.5'
21,605
10,398
159,984
19/9,500
5/2,500
150/75,000
12,105
7,898
84,984
none, per Engineer
1,800
866
*45,293
2,727
1,337
47,843
12
12
10.5
Temporary Storage Elevation, FMSL: - - 13
Type of Soil: Sand
Expected Drawdown Rate: 1.8" per hour
Time to Drawdown, hours: 22 22 19
Seasonal High Water Table Elevation: 8.33
*Calculated by subtracting the volume infiltrated during the storm, 61,363, from the total volume of 106,656.
3

State Stormwater Management Systems
Permit No. SW8 970241
__ _ .4.-._ No- homeownerllaf own_ er/developer_ shall fill-in` _alter,_ or: pipe any drainage feature (such as s- les)
_-- . -_- -- _ -_ --
` - 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.
5. The permittee is responsible for verifying that the proposed built -upon area 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.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
7. 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.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and operational
for it's intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
2. The permittee grants permission to DENR Staff to enter the property for the purposes of inspecting the
project for compliance with the conditions of this permit.
3. 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.
4

State Stormwater Management Systems
Permit No, SW8 970241
-= 4_.-,.-_ The.permittee-shall..at alhtimes pro_v_idq.the _ operation -and: maintenance .necessary -to -assure -the permitted
-- - __storrnwatei_sysfem functions at optimum.efficidncy 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 the sand filter media, catch basins and piping.
g. Access to the trenches and basin must be available at all times.
5. 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.
6. The maximum built -upon area per lot is 500 square feet, inclusive of that portion of the right-of-way
between the lot line and the edge of pavement, structures, pavement, walkways of brick, stone, or slate,
but not including open wood decking.
7 The covenants pertaining to stormwater regulations may not be changed or deleted without concurrence
of the State.
8. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of
the State.
9 Areas within CAMA's Area of Environmental Concern may be subject to a reduction in their allowable
built -upon area due to CAMA regulations.
10. 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.
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of ten years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a "Name/Ownership Change Form" must be submitted to the
Division of Water Quality accompanied by appropriate documentation from the parties involved, such as
a copy of the deed of trust. Other supporting materials, such as a signed Operation and Maintenance plan
in the case of engineered systems, will also be required. 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.
A
5

State Stormwater Management Systems
Permit No, SW8 970241
Failure:to_abide_by the conditions_and-iimitationscontained in this permit may_"sulijec't:die=Permittee-to:-: _=
enforcement acton'by the Division of;Water. Quality, in accordance with North Carolina General -Statute
' `_ '143-215.6A to 143-215.6E
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management systems.
5. The 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.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facilities during normal business hours.
Permit issued this the 8th day of December, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ss
r
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of.the Environmental Management Commission
Permit Number SW8 970241

State Stormwater Management Systems
Permit No. SW8 970241
Boardwalk RV Park
Stormwater Permit No-. SW8 970241- _
- Carteret Cotinty- -
Engineer's Certification
1, , 'as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the ,project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the project construction such that the construction was observed
to be built within substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
7

NORTH CAROLINA STOR'.NnVATER i•IANAGE\Ir\T PER -MIT AITLICATION
I. GE\l'-R-AL INFOR\LATION
1. Project Name -f iA E 5QARDkf AL1C K. v. PkR K
2. Location, directions to project (include Count),, Address, State Road) Attach map.
�ifIERALD ISLE CARTEKET LU1�T`C AST ° �51At��ER ��oT
3. Owner's Name FM1:RAL.D 151.E IBC Phone g1�j-5s4 -2373
PbXo � ISLE, MC-
,
4. Owner's N1 all ing Address 1C(D rAAl�iATe& STREET 91°1-393—a1 �¢
City (AM-U-- State C Zip
5. Application date EEBRLAl —, Fee enclosed S
6. Nearest Receiving Stream JN,NN(, %LD CAQ,0, . _Class _-
7.Projectdescription L'Ons ruf: 1arl O P(:CE��1Q�.j l�ehic�e Park
II. PERs1IIT INFORN ATION
1. Perini No. (To befilledinhyDE.tr) 6w y no d Z- .1
2
3
4
Permit Type ✓ New Renewal Modification (existing Permit No.)_
Project Type: Low Density Detention CV/ation Other: Redevelop
Other State/Federal Permits/Approvals Require(Chet~ appropriate blanks)
CAMA Major ✓ Sedimentation/Erosion Control V 404 Permit
ICI. BLULT UPON AREA, (Please sec KCAC 211,1005 dint .1007for applicable density Limi(s)
Classification
Allowable impervious Area
Total Project Area
Proposed Impervious Area
io Impervious Area
Drainage Drainage
Basin Basin
V4 Rsr Wes
�.r,I AG,
io.Z.B AG.
37.4-��
IV. STOR'NnVATER TREATMENT (Describe low the rimoff µill he treated)
General Dir Cert
Breakdown of ImDerViOUs Area
(Please indicare below the design irnpeniow area)
Buildings
Streets_ _ is , 74 d Sir'
Parking/sw I(v 1�75 sF
Other U4- ?,\kS Wf5� $�
Totals

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DEED RESTRICTION'S ANI) PROTECTIVE COVENAN-rS
VI
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land; that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
OWNER'S CERTIFICATION
t C LZ certify that the information included on this pert '
(Please print or type name clearly)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
authorize the/blow named pero or firm t submit stormwater plans on my behalf.
caner/Aut zed Agent 1gnatur and Title Date
VIT. AGENT AUTHORIZATION (MUSTBE co,tirPL=)
Person or firm name �o1r}R �. N`C., �h v� "
Mailing Address Io(Q xAa.na�'Oe
City State �JC Zip Z.ZS94 Phone 11 39 3-2Z 19
Please submit application, fee, plans and calculations to the appropriate. Regional Office.
cc: Applicant/WiRO//Central Piles
y
59(ym-W&PI
FEB 2 6 1997

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1
STORMWATER
Operation and Maintenance Plan for The Boardwalk RV Park
Stormwater Management
& �'-2
Inverts (grates) for the stormwater collection systemAwill be removed and an
inspection of the inside of the pipes shall be made by the owner or his
representative.
Q E C E I V E
APR
111997
D
PROD # L7 2¢
2. No sediment (sand or debris) is anticipated, but in the event of discovery, the
sediment (sand or debris) will be removed and a note made of the locations of
same, ie, at the inlet because of normal storm wash, or at a location within the
pipe (indicating a possible rupture of the pipe, fabric or other anomaly)
If indications are such that a problem continues to manifest itself, the system
shall be excavated and repairs made to the pipe, rock, or fabric.
3. This inspection shall be accomplished twice yearly (once in the spring and once
in the fall). A report of this inspection shall be sent to the owner and retained
for use in the event of a request from DEH & NR personnel.
4. The streets shall be inspected for broken or damaged pavement during this
time. Any discrepancies shall be noted and brought to the attention of a
representative of Martha Howe and/or Paxon Holz, Trustee. Damaged
pavement, bumpers or concrete shall be properly patched with a like material
upon notice and report.
S. The infiltration basin shall be monitored for wash or erosion to the sideslopes
and any other anomaly. Any discrepancy or anomaly shall be noted and
reported directly to Martha Howe or her representative AND to Paxon Holz or
her representative. Repairs shall be immediately made to correct the situation.
I, Paxon Holz, Trustee , do hereby affirm that this plan is one of which 1
approve and hereby affirm that I will follow for maintenance procedures of the stormwater
collection system, the Boardwalk RV Park.
Date �4-ff
I, Martha Howe , do hereby affirm that this plan is one of which I approve and
hereby affirm that i wilt follow for maintenance procedures of the stormwater collection
system, the Boardwalk RV Park.
I, _oltD'-` • Notary Public for the State of North
Carolina, County of fet , do hereby certify that auq* +4DI.Z `T- JV.5 -e,° 41,,6
personally appeared before me this day of ftf. l
199;1 and acknowledges the due execution of the foregoing operations and maintenance plan.
Witness my hand and seal,
My Commission Expires
FILE:BOARDWALK.O&M
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STORMWATER TREATMENT
There are two infiltration basin assemblies (perforated metal pipes w/ rock envelopes wrapped
in geotextile fabric) which were approved under SW$ 970241. Calculations are furnished on
the approved drawing which indicate both assemblies are oversized. Specifically, Assembly
No 1 has 25.5 cubic feet excess capacity. Assembly No 2 has 36.5 cubic feet excess.
The proposed modification will use the same assemblies for infiltration. Assembly No 1 will
still be oversized after routing additional flow. The proposed modification for Assembly
No 2 requires additional capacity.
OHMWATER
rECEI VE
P'MAY 181998
D E M
PROJ #

JOHN P. MCLEAN ENGINEERING ASSOCIATES
March 21, 1997
Ms. Linda Lewis, Environmental Engineer
Water Quality Section
Dept. of E. H, & Natural Resources
127 Cardinal Drive Extension
Wilmington, N.C. 28403-3845
RE: Boardwalk R.V. Park, Your letter dated March 10, 1997
Stormwater Project. SW8 970241
Dear Ms. Lewis,
APR 11 1997
: s 6-9 T70 Z¢ l
1.06 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
Fax: [phone]
The items below are in response to your letter dated March 10, 1997.
1. 1 forwarded a check for $ 385.00 and I understand Alan Bell is certain he did also.
We'll verify the cancelled check at some time in the future if it shows up.
2. The soils report is enclosed herein, GMA sent it today in the mail. All information
is included therein.
V 3. Signed Operation and Maintenance Plan
4. No 404 wetlands exist on the site (note stating that is on plans).
5. The drainage areas are delineated as requested (sec revised maps).
v 6. This drawing was used as Sedimentation & Erosion Control Plans also (sorry for
the confusion) and the 1800 cf/acre was used for that reason. I have included
separate calculations for stormwaler retention on the drawing but at another
location.
7. Based on the infiltration rate developed and reported by Dr. Spruill, the drawdown
is lgal/disf or the surface area of 18,980 sf times I = 18,980 gal/day Note:
Areas on the map were digitized by the surveyor (A.Bell @ 919-393-6101)
8. We have not considered the runoff from the Spell property into our infiltration
basin. That property is not part of this plan. There is a false ditch on the cast
R/W of Boardwalk Avenue which will carry the Spell runoff forward.
9. The cross section requested is at the top of the Boardwalk North drawing.
1.0. The storage provided figures are 44,997 cubic feet. as shown on the North drawing.

11. Contours and delineation is shown for the basin (North drawing).
1.2. It seems like a duplication of effort to schedule a trip to the site by another
person or persons to simply verify results, especially since we just paid to have the
identical information from the site. Please explain if we can avoid this item.
Is there someone to whom an appeal may be made ? We have been a long time in
planning this project and seek an early approval from the Town of Emerald Isle so
we can make the season.
Sincerely,
tP- WJ�C��
nP.McLean, PE.
own of Emerald Isle
axon Holz
Martha Howe
enclosures: soils report
Operations and Maintenance Procedures
Revised Plans (2 sheets)
File: Board walk.St4

a E c E d IV'V-V Nov a 6 1997
JOHN P. MCLEAN ENGINEERING ASSOCIATES
November 5, 1997
Ms. Linda Lewis, Environmental Engineer
N.C. Dept. of Environment, Health & Nat. Resources
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
RE: The Boardwalk RV Park
Emerald Isle, N.C. SW8 970241
Dear Ms. Lewis,
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
Fax: [phone]
Attached hereto you will find the infiltration system redefined to contain 'the 106,656 cubic
foot volume for the 8 inch storm.
The infiltration calculations for the trenches are included on Sheet 1 of the Drawings.
Please continue you review and advise if there are comments.
Sincer ly,
P.
Jo n P. McLean
closures: 2 copies of plans (2 sheets each)
cc: Bell
File:Board.St2rm
6

10-24-99 11:12., W B MCLEAN OFFICE 926 POI
JOHN P. MCLEAN ENGINEERING ASSOCIATES
106 Manatee Street
Capc Carteret, N.C. 28584
Tel: 919-393-'2'L 19
Fax: [phone]
Email: lad ym [e-mail];s.enm
October 24, 1997
Ms. Linda Lewis FAX [phone]
Dept. of E. H. and Natural Resources
127 Cardinal Drive Extension
Wilmington, N.C. 28405
RE: The Boardwalk, Emerald We, N.C.
SWB-970241
Dear Linda,
Good morning. I called about 8:30 and you were in a meeting. Then I callers ahout, 9:1, 0 and
you had left the building, so I will send you this note and we enn talk Monday. I want you to
give we a recommendation after reading what I have to say.
You're right, I've reduced the area of the infiltration hasin just as you Acknowledged. This
is my thinking. Tf I've got a design rule of 1.8 inches/hour, I'm restricted to a small arcs of
the basin because if I make it ttny latbcr, I'll draw down the 1>asin in lea than two days. I
can't dig it any deeper because of limitations with the water table. It's either draw It down
quickly and lose the 2 to 5 day criteria, or draw it down in 2 days and Iosr. the StMgC crileria.
I really thought this option would be (lie better of choicas, bvc.iuse in Dr, Spruill'g report, he
mentioned a more likely drawdown of 3.3 inches/hr whic_h Is about twice file design or about
32,000 gallons per day.
Aftcr a two hour rainfall of 6 inches as you mentioned, then I'll have accumulated
approximately 53,300 gallons (6" x 106,656 sq.ft.). While it is accumulating, It's drawing dowry
at a rate of from 16,000 to 32,000 gallons/day. I think this is an instance of "best judgement"
and I just frankly don't know where to turn. I really need your thoughts on this matter.
Thanks,
File.,BoardwaIk.SO
M

;L
I
Oct 23 '97 15:07
0�8-9193932463
State o i . e o N rth Carolina
n
,Department of Environment, Health and Natural Resources;
Wilmington egional Office
James B. Hunt, .Governor Wayne McDevitt, Secretary
FAX COVER SHEET
Date: (D —Z3_ r- 9,q _ o. O a es:
To: C_. LC2,n �'r �
CO: i C
RE APUCS: 7o cw u `rc -fit-Cd t]-P `M i '.s Dro sec
i e- b:2s,-,q`s it CV1 m Please
I /• E
127 CMrdinid Drive Extension. Wilmington, N.C.:
An Equal Opportunity
Tekphone [phone] Fai [phone]
e Action Employer

iy
State of North Carolina
Department of Environment, Health and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor Wayne McDevitt, Secretary
FAX COVER SHEET
Date: 10-23r
To: .10n kc-L an
CO:
FAX #: <:Tt CI 'N 3 Z4(o3
REMARKS: �c
No. Of Pages:
From: L lAz L G�wr
CO:
FAX#:[phone] T __
Ar'5 DrD1er-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
James B. Hunt; Jr. Division of Water Quality Wayne McDevitt
Governor Water Quality Section Secretary
October 23, 1997
Mr. John McLean, P.E.
McLean Engineering
106 Manatee Street
Cape Carteret, NC 28584
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970241
The Boardwalk RV Park
Carteret County
Dear Mr. McLean:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for The Boardwalk RV Park on October 8, 1997. A preliminary review
of that information has determined that the application is not complete. The following information is needed
to continue the stormwater review:
1. Why did you reduce the storage volume in the basin? Because you don't have a bypass, you
were required to store the runoff from the 25 year, 24 hour storm, (8"). Your letter and the
calculations on the drawing indicate that 106,656 cubic feet of storage is required, but, by my
calculation, based on the basin size as shown, only 40,706 cubic feet has been provided. Please
either provide 106,656 cubic feet of storage in the basin, or provide calculations which prove
that the basin has the ability to store and infiltrate at an intensity appropriate for this area.Two
to three inches per hour for 2 hours is typical. That is, make sure that when it rains hard, the
volume difference between what is infiltrated and what falls as rain can safely be stored in the
basin at it's current size.
2. Please put the drawdown calculations for the trench systems 1 & 2 on the plans sheet 1 of 3,
as previously requested, and submit 2 copies of the revised sheets..
127 Cardinal Drive Extension, Wilmington, N.C. 2W5-3845 • Telephone [phone] • Fax [phone]
An Equal Opportuniry Affirmative Action Employer

Mr. McLean
October 23, 1997
Stormwater Project No. SW8 970241
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to November 23, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSSlarl: S:1WQSISTORMWATIADDINF01970241.00T
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

RECEIVED
30HN P. MCLEAN ENGINEERING: ASSOCIATE OCT o s 19g7. STORMWATER
BY:
October .4, 1997
Ms. Linda Lewis, Environmental Engineer
N.C. Dept. of Environment, Health & Nat. Resources
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
RE: The Boardwalk RV Park
Emerald Isle, N.C. SW8 970241
Dear Ms. Lewis,
1.06 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
Fax: [phone]
I have responses to your letter dated September 17, 1997 for referenced project. Thank you
for your recent help in telephone conversations.
1. The enclosed letter from Dr. Richard Spruill gives us a probable rate of
infiltration of 3.3 inches per hour, but a design rate of 1.8 inches per hour.
2. We have sized the basin at 14,250 sf in order to infiltrate the 106,656 cubic feet
(surveyor verified) impervious areas. That provides a drawdown at 49.9 hours
see my calculations below:
1.4,250 sq ft. x 1.8/12 inches/foot x 7.48 gallonslcu ft = 1.5,989 gal/hr
at 15,989 gallons per hour, if we collect 106,656 cubic feet (797,787 gallons)
then it takes 797,787/15,989 = 49.9 hours It works 1
l appreciate your help in recent telephone conversations
sheet 2 and comment at your earliest convenience.
Sincerely,
4AA--,
J hn P. McLean
Inclosures: 2 copies of Sheet 2
copy of GMA letter dated October 1, 1.997
cc: Georgia Murray
FileaBoard.St Iorm
Please examine the enclosed revised

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GMA
CONSULTING SCIENTISTS AND ENGINEERS
October 1, 1997
Mr. John P. McLean
John P. Mclean Engineering Associates
106 Manatee Street
Cape Carteret, NC 28584
222•C Cotanche street
Greenville, North Carolina 27858
Ttlophone: 919. 758. 3310
Fax: 919,758,8835
AY wng'noering is perlormod through the Gory offsc..
101-E Woodwinds Industrial Court
Cory, North Corolina 27511
Telephono: 919.481.2631
Fax: 919.481,3219
Subject. Boardwald RV Park - Infiltration Rates
Dear John:
GMA has provided hydrological services during the past
few months as you developed plans and specifications for the
Boardwald RV Park at Emerald Isle. In our report of March
20, 1997, we evaluated groundwater flow direction for the
'shallow aquifer system, the depth to water table at the
site, and we evaluated the grain -size distribution of
sediments for the purpose of stormwater infiltration. We
calculated a permeability value for sands of the unsaturated
zone of 50 gpd/square foot and we suggested a long-term
acceptance rate (LTAR) of O.B to 1.2 gpd/square foot. This
LTAR was based by GMA on criteria for Conventional septic
systems. We had previously reported to you an LTAR value of
0.4 to 0.5 gpd/square foot for this site for design of a UP
system.
The correct value to use for this project for design of
a stormwater retention pond is 50 gpd/squara foot, which is
the hydraulic conductivity of the sediment of the saturated
and unsaturated surfical aquifer. Soils must have a minimum
hydraulic conductivity of 0.52 inches per hour to be suitable
for stormwater infiltration, and the infiltration system must
be designed to completely drawdown to pre -storm levels within
five days. GMA recommends that you use a value for expected
infiltration rate for this project based on the calculated
hydraulic conductivity of 50 gpd/square foot (or 3.3
inches/hour). our analysis indicated that soil/sediment at
the site should be classified as sand, but loamy sand xaay be
locally present. We recommend that you use a conservative
estimate for stormwater infiltration based on the most
Hydrogeologists - Geologists • Civil Engineers • Environmental Engineers • Regulatory 5peciallsts

1-'j l WED 1j � ? i;=;sjiii �+ "i'; i�i= i ^ ,, i�i. _---A- i}; - y} � `750
restrictive sediment. Therefore, 2n 12 that VOU uae
an expected infiltration rate of i.8 no
10 sand.
GA4A regrets any inconvenience caused by' the various
reported values for infiltration rates at tha site. We
attribute the various numbers to an evolving usa plan for the
site, from LPP to conventional septic systems to stormwater
retention ponds. Please call with comments and let us know
if you need additional information.
Sincerely,
Gr5�inwater Epruill,
ment Associates, Inc.
Richard K. PG
Senior Hydrogeologist

In- ff.-I -P - I
0 K
Sep 17 '97 11:01
8-9193932463
j State of North Carolina
Depaitn6nt of Environment Health and Natural Resources
Wilmingtoh Regional Office
James B. Hunt, Governor
Date: �— [I —ql
To: 7c-+O" H-CL0�ail
CO; Hr'cc-on
FAX #-.I -3�'�U'03
REMARKS:
Wayne McDevitt, Secretary
FAX COVER SHEET
N �0. 0 f - -ages . ..........
Fero
CO).
FAX#: [phone]
127 Cardinal brivc Exteasion, Wilmington, N.C. h8405-3945 Teliphoue (910) 3R5-1900 Fax' (910) 350-20"
An Equal Opportunity ALITIrmative Action Employer

State of North Carolina
Department of Environment, Health and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor Wayne McDevitt, Secretary
FAX COVER SHEET
Date: (I —gel No. Of Pages:
To: aon- H-GLe-n - From: Linct.� Lel,5- _
CO: MG(L2n Gx,1Ia 02 r,`� CO:
FAX #. 3a"3 -U(o3 FAX#:-350-2004
REMARKS:
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Waync McDevitt
Governor Water Quality Section Secretary
September 17, 1997
Mr. John McLean, P.E.
McLean Engineering
106 Manatee Street
Cape Carteret, NC 28584
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970241
Boardwalk RV Park
Carteret County
Dear Mr. McLean:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Boardwalk RV Park on August 20, 1997, A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
I am OK on everything now except the drawdown for the north basin. Please bear with me:
Expected infiltration rate:
Volume to infiltrate:
Total area available to infiltrate:
Time to drawdown:
1 gallon per day per square foot
825,582 gallons (110,372 cf x 7.48 gallons per cf)
36,100 square feet (190' x 190)
825,58211 36100 = 22.9 DAYS
Perhaps the infiltration rate should read 1 gallon per HOUR per square foot? This would be more in
line with the acceptable range for sands. I am unable to determine how you arrive at a drawdown of 3 days.
2. The infiltration calculations for this project are scattered on two plansheets and various
response letters from you. Please place the drawdown calculations for each system on the
plans.
127 Cardinal Drive Exlension, Wilmington, N.C. 28405-3845 • Telephone [phone]M • Fax [phone](X)4
An Equal Opportunity Affinnative Action Employer

Mr. McLean
September 17, 1997
Stormwater Project No. SW8 970241
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to October 17, 1997, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
It -'you have any questions concerning this matter please feel free to call lne at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF01970241.SEP
cc: Linda Lewis
Central Files
127 Cardinal Drive L"•xtension, Wilmington, N.C. 28405-3845 • Telephone [phone] Fax [phone]
An Equal Opportunity A1jrntative Action Employer

JOHN P. MCLEAN ENGINEERING ASSOCIATES ! AUG 2 0 1997
BY:
August 1.8, 1.997
Ms. Linda Lewis, Environmental Engineer
DEH & NR, Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
RE: The Boardwalk RV Park, Emerald Isle
Dear Ms. Lewis,
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
Fax: [phone]
Email: [e-mail]
I have revised plans and have comments in reply to your letter dated August 5,1997.
1. Section A-Ahas been revised to reflect 10.5 bottom elevation.. -We also increased
the area/volume of the infiltration reservoir.
2. Exact details of how the streets convert from inverted crowns to regular crowns
are included on Sheet 3 of 3 (new sheet added)
3. The distribution device has now been lengthened to provide more uniform flow
across the entire infiltration basin.
4. Calculations have been revised by Alan Bell, RLS. Unfortunately we sent
erroneous data to you earlier. Please examine the drawings.
5. Based on 1. gal/sgft/day, the north basin ( more than 39,000 square feet) will
draw down the Q25 (8 inch event) in just over 3 days.
6. Section A -A now reflects 3:1 sideslopes.
7. 1 have used the formula for impervious Q 25 without an attempt to reduced the
volume as BMP allows. Therefore, our calculations for the infiltration volume
are obviously larger than we need.
8. All sheets are scaled with my engineer's stamp.
9. Street E break point has been carefully examined and revised per your note.
10. Please examine our calculations. It seems our only disagreement is in "buildings"
I appreciate your telephone conversations recently and your attention to this matter.
c ely,
Inclosures:
n P. McLean
2 copies of Sheet 1,2 & 3
Alan Bell, RL5 Fi]e:Board.ST6

r+ 5TATE p h'
N�nT'
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Water Quality Section Secretary
August 5, 1997
Mr. John McLean, P.E.
106 Manatee Street
Cape Carteret, NC 28584
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970241
Boardwalk RV Park
Carteret County
Dear Mr. McLean:
The Wilmington Regional Office received previously requested information for the Stormwater Management
Permit Application for Boardwalk RV Park on July 16, 1997. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the stormwater
review:
1. Section A -A of the basin still shows a bottom elevation 10, not 10.5 as indicated in your July 11, 1997
letter.
2. Please provide an exact detail of the pavement transition from inverted crown to normal crown. Add
elevations and contours at each intersection. Superelevated pavement appears to be needed at the
intersection with Street E.
3. The distribution device is inadequate to provide even distribution of the runoff over the entire length
and width of the basin.
4. The calculations for the area north of the grade break represent a total site scenario rather than just
for the north basin. Please replace with those which were found on the last set of drawings, corrected,
of course.
5. Based on 1 gallon per day per square foot, the north basin will not draw down within 5 days.
6. Please label a 3:1 side slope minimum on the Section A -A detail.
7. The required volume to the trenches and basin must be based on the entire drainage area, not just the
impervious areas. I have enclosed a volume calculation method that the State has used for about a year
which is conservative and takes into account the percent impervious of the drainage area.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. McLean
August 5, 1997
Stormwater Project No. SW8 970241
8. Sheet 2 has not been sealed by an engineer.
9. The high point on Street E is noted as 19.5, but the drainage area boundary crosses at 19.3. The DA
boundary should cross at 19.5.
10. I am calculating a total impervious area for the north basin of 163,546 square feet. The previous
calculations you had used 159,719. My breakdown is as follows:
1
Streets (A-E, cross streets, and North RV) 61,460 sf
Parking (Beach Club, Office/Showers) 16,175 sf
150 Lots 0 500 sf each 75,000 sf
Walks and Concrete 1,171 sf
Buildings 9,740 sf
Total 163,546 sf
Based on the total impervious of 200,563 sf as found on the latest sheet I of 2 submitted, and
subtracting the impervious areas directed into the 2 infiltration assemblies of 32,003 sf, it follows that
the north basin should be designed for the remaining 168,560 sf, however, you only design for
159,719 sf.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to September 5, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINFO1970241.AUG
cc: Linda Lewis
Central Files
04

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
March 10, 1997
Mr. John McLean, P.E.
McLean Engineering
106 Manatee Street
Cape Carteret, NC 28584
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970241
The Boardwalk RV Park
Carteret County
Dear Mr. McLean:
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Boardwalk RV Park on February 26, 1997. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stortnwater review:
✓ 1. A $385.00 application fee.
Z2. A soils report indicating the type of soil, depth of the Seasonal High Water Table, and the
expected infiltration rate. p� fe�2no�
[✓ 3. A signed Operation and Maintenance Plana
C✓ 4. Delineate all wetlands on site, o note on the plans that none exist.
t✓ 5. Delineate the drainage area to each system. Dimension the 50' and 100' trench lengths..
✓ 6. The infiltration calculations are based on the volume of the first inch, not 1800 cf per acre.
That is an Erosion Control calculation for temporary sediment basin design. Please revise the
calculations for the north basin.
✓7. What is the drawdown time for each system? -- /Uvf i,? CakS. S-ce
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • 'telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. McLean
March 10, 1997
Stormwater Project No. SW8 970241
----------------------------------------------
8. Have you considered the off -site runoff into the north -basin from the Spell property and from
Boardwalk Avenue? What about runoff from It,
Avenue d Islander Drive into the north
basin?
j
9. Provide a cross section of the basin to include the top of bank, storage, and bottom elevations
and surface areas. 4� qui
10. Provide the mechanics of how you arrived at a storage provided of 56,000 cubic feet.
11. Clearly delineate the north basin area. Provide proposed contours within the basin.
12. A soils investigation will be conducted after receipt of the soils report to verify the results.
Additional information may be requested after that site visit.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to April 10, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
rcIGv
Ms. Linda Lewis ".
Environmental Engineer
RSSlarl: S:1WQSISTORMWAAADDINF01970241.MAR
cc: Linda Lewis
Central Files
2

fR. l V ED
JUL 16 1997
BY: TCU ,Z¢ j
JOHN P. MCLEAN ENGINEERING ASSOCIATES
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
Fax: [phone]
Email: [e-mail]
July 11.,1997
Ms. Linda Lewis, Environmental Engineer
DEH & NR, Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
RE: The Boardwalk RV Park, Emerald Isle
Dear Ms. Lewis,
I have revised plans and have comments in reply to your letter dated :June 2, 1997.
1.. The bottom elevation of the new infiltration basin will be 10.5 feet as noted on
the plans.
2. I have revised the plans to shown a typical section of Louise Avenue. When it
was constructed by the Town, they installed a raised curb on the paved section
of the street, making it impossible to let any water leave the street. We plan to
leave the curb section in place. Please see the revised typical section as shown
on Sheet .1. of 2. The raised curb section exists all along Louise and Boardwalk.
None of the rainfall from those streets will enter our infiltration basin.
3. The infiltration system has been redesigned to accept the 8 inch storm event, no
bypass system is planned.
4. 1 have specified and shown a distribution pipe (same size as the discharge piping
from both locations into the basin, complete with perforations for even
distribution and to extend the life of the basin.
5.a. We have revised the grade break line to show the proper drainage into the North
Basin and into the Trench # 2.
5.b. The concrete walkway has been added to the impervious figures.
5.c. Alan Bell is the surveyor on this project and I asked him to recheck his
impervious figures. He is quite sure that they are accurate and we've included
them on "stickyback" so they are shown on the drawing for clarity.
5.d. Lot 147 drainage calculations have been revised as you pointed out.
6. The inverted crowns will be flatted and "channeled" to allow the runoff to divert
into, the pipes as shown on the connector detail for Louise on Sheet 1 of 2.
7. The right-of-way line is properly shown on the detail of Section B-B.

I have included two copies herein for your continued review of this project. I appreciate
being able to delay the review while I was on vacation. Thanks.
incerely
444--,
wL-ez'—�
P. McLean
erlFlosures: 2 copies of Sheet 1 & 2
cc: Alan Bell, RLS
file:Boardwalk.sO

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor
Mr. John McLean, P.E.
McLean Engineering
106 Manatee Street
Cape Carteret, NC 28584
Dear Mr. McLean:
Water Quality Section
June 2, 1997
Secretary
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970241
The Boardwalk RV Park
Carteret County
The Wilmington Regional Office received previously requested information for the Stormwater Management
Permit Application for the Boardwalk RV Park on April 11, 1997. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the stormwater review:
1. The soils report indicates a depth to the groundwater of 4' for TW-6 taken on March 12, 1997. When the.
Soil Scientist visited the north basin site on May 19, 1997 (his earliest opportunity) groundwater was
encountered at a depth of 20". In order to permit this site, the bottom elevation of the north basin must
be increased to 10.5 or 11.0, and backftlled with clean sand. Please revise the contour areas/volume
calculations based on the new bottom elevation.
It appears from the flow arrows you have shown on the plans that the southern half of Louise Avenue will
be collected into the pipe under Boardwalk Avenue. This impervious area must be accounted for. It is
unclear what happens to the runoff from the north side of Louise Avenue. No existing ditch section or
elevations are shown for Louise Avenue or the west side of Boardwalk. A false ditch has been shown on
the east side of Boardwalk.
3. How will the runoff in excess of the first inch bypass the systems? For infiltration, runoff in excess of
the design storm must be bypassed around the systems, unless the 25 year, 24 hour storm of 8" is used.
Please show the location of the bypass structures and a detail, or provide revised calculations. The project
has provided sufficient storage for the V.
4. Please provide a distribution device into the basin, such as a length of perforated piping, to promote even
distribution of the runoff and to extend the useful life of the basin between cleanings.
127 Cardinal Drive Extension, Wilmington, N.C. 29405-3845 • Telephone [phone] & Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. McLean
May 30, 1997
Stormwater Project No. SW8 970241
5. There are a few minor mistakes in the calculation of the built -upon area to each system:
a. You have allotted the entire Boardwalk Office parking area to the North Basin, when in fact,
. only a 100 x 40 area drains there. The remainder drains to Trench #2.
b. The concrete walks have not been accounted for.
C. I calculate the total street drainage into the North Basin as 66,575 sf including the southern half
of Louise Avenue. You are showing 58,400 sf. Even by adding 1Vx465', you will still be over
3,000 sf shy of the total. Please recheck the street totals into each basin.
d. Lot 147 is indicated on the plans as being within the drainage area of Trench #2, but you account
for it in the drainage area of the North Basin.
6. How will the connection from the inverted crown interior streets be made to the normal crown Louise
Avenue?
7. Please indicate the location of the right-of-way line on section B-B.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to July 2, 1997, 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 have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
��IC�GfiV
Ms. Linda Lewis
Environmental Engineer
RSSIarI: S:IWQSISTORMWATIADDINF01970241.JUN
CC' Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] a Fax [phone]
An Equal Opportunity Affirmative Action Employer

FEBRUARY 3. 1997
RE: BOARDWALK RV PARK -IMPERVIOUS SURFACE CALCULATIONS
TOTAL AREA SUMMARY
BOARDWALK NORTH: 1.51 ACRES
BOARDWALK EAST & WEST: 10.28 ACRES
EAST OF BOARDWALK AVENUE: 2.24 ACRES
TOTAL AREA IN PROJECT: 14.03 ACRES
IMPERVIOUS SURFACE AREAS:
BOARDWALK NORTH: 23,640 SQ_FT_ = 0_5427 ACRES
BOARDWALK EAST & WEST: 167,303 SQ.FT. = 3.8407 ACRES
EAST OF BOARDWALK AVENUE: NO IMPERVIOUS SURFACES
TOTAL -IMPERVIOUS AREA IN PROJECT: 4.3834 ACRES = 31..24o
25% OF 14.03 ACRES = 3.5075 ACRES
30;o OF 14.03 ACRES = 4.2090 ACRES
AVERAGE IMPERVIOUS PER RV SPACE..
6.3' X 35' RV = 290.5 SQ_FT.
10' X 20' PARKING SPACE = 200 SQ.FT.
TOTAL = 490.5 SQ_FT. (500 SQ.FT.)
grol 7ism. I I
=Iv
E C E I V E
FEB 2 6 1997
D
D E M
PROJ #

t
GMA_
CONSULTING SCIENTISTS AND ENGINEERS
March 20, 1997
222-C Cotanche Street
Greenville, North Carolina 27858
Telephone: [phone]
Fax:[phone]
Aff engineering is performed through the Cary office.
101-E Woodwinds Industrial Court
Cary, North Carolina 27511
Telephone: 919, 481,2631
Fax: [phone]
r 00#0`.. I
"R,
Iti .--�
�.
Q E C E I V E
Mr. John P. McLean, P.E. APR 111997
John P. McLean Engineering Associates
106 Manatee Street PRGJ #�L
Cape Carteret, North Carolina 28584
Re: Stormwater Retention Pond Site Evaluation
Boardwalk Avenue Property, Emerald Isle, Carteret County, North Carolina
Dear Mr. McLean:
GMA, Inc. has completed an evaluation of the property referenced above for possible use
as a stormwater retention pond for the adjacent Boardwalk RV Park. GMA performed a
preliminary hydrogeological assessment of the property in October of 1995, including the
installation and evaluation of six temporary groundwater monitoring wells (TW 1 through TW6,
Figure 1) and one deep soil boring (TBI, Figure 1). Site stratigraphy logged at that time indicated
a continuous sequence of well -sorted fine quartz sands, with minor amounts of medium and very
fine sand, throughout the site. Trace concentrations of humus occur locally in the upper 0.5 to
1 feet of the site. A lower confining unit to the sandy aquifer (e.g., a clay bed) was not
encountered in any borehole (typically terminated at 9 feet below land surface).
GMA revisited the site on March 12, 1997, in order to determine the feasibility of installing
a stormwater retention pond in the general vicinity of the depression (10 foot closed elevation
contour) located near temporary monitoring well TW6 (Figure 1). A composite sample of
unsaturated sediment collected from temporary borehole T132 (Figure 1) was analyzed for grain_
size distribution on March 14, 1997. The analysis (Table 1) verified that unsaturated sediments
at the site contain 85 percent or more of sand, and the percentage of silt plus 1.5 times the
percentage of clay is less than 15 percent. Thus, in accordance with North Carolina septage rules
(NCDEHNR, t993),' the sediment is classified as "sand." GMA recommends a long-term
acceptance rate of 0.8 to 1.2 gpolft' for this sediment type.
The elevation of the water table at the site on October 10, 1995, was very consistent (Table
2) considering that there is more than 18 feet of topographic relief at the property (Figure 1). The
water table at monitoring well locations ranged from 8.61 to 3.81 feet below the land surface
(BLS), with an average depth to groundwater of 6.56 feet BLS. Groundwater flow on October
10, 1995 (Figure 1), was toward the southeast along a low hydraulic gradient of approximately
0.001 feet per foot. The relative "flatness" of the water table is a manifestation of the high
Hydrogeologists • Geologists • Civil Engineers • Environmental Engineers • Regulatory Specialists

2
permeability of the sands predominating at this site. GMA suspects that the high permeability of
the sands also limits seasonal fluctuations of the water table to no more than a few tenths of a foot
at any location.
The depth -to -groundwater measured in well TW6 (4.24 feet BLS) on March 12, 1997, was
very similar to the first depth -to -groundwater measurement collected on October 10, 1995 {Table
2). Additional water levels measured on March 12, 1997, in temporary borings T132 through TB4
indicate that the depth to groundwater varies from approximately 1.6 feet BLS near the eastern
end of the proposed retention pond (TB3, Figure 2) to approximately 7.2 feet BLS near the
western end of the retention pond (TB4, Figure 2).
This site appears to be an excellent choice for a stormwater retention pond for the following
reasons:
► The high permeability of the sands will result in a high rate of stormwater infiltration; GMA
estimates that permeability of the unsaturated zone may be as high as 50 gpolft2. A long-
term acceptance rate of 0.8 to 1.2 gpolft' is suggested based on this sediment type.
► The high permeability of the sands will limit the size and longevity of a groundwater
"mound" beneath the retention pond.
► The elevation (i.e., hydraulic head) of the water table is unlikely to vary a significant
amount on a seasonal basis because of the high permeability.
► Depth to seasonal -high groundwater at the site varies from approximately 1.6 feet BLS near
the eastern end of the proposed retention pond to approximately 7.2 feet BLS near the
western end of the pond. Figure 2 shows contours for depth to the water table within the
proposed retention pond.
Please contact us if you have any questions regarding this report.
,�tt�tiiuirirrrrr
H C Ao,,
i�
0.60
�-2 .
00 SEAL
• 1414
06.
attachments
5KG28403/28403 RI.WP
Sincerely,
Groundwater Management Associates, Inc.
vLta��
Richard K. Spruill, Ph.
Senior Hydrogeologist
Steven K. Camp ell,Ph.D. P.G.
Geologist

Table 1: Grain -Size Distribution of Composite Sediment Sample
Total'otal
Soil Type
°10
wt %
v...
Classicati►n
Sand ...<...�It>>-.Cla"':
C.,:Sart
'. Sand':=.
..1L1.::ISand .:
Said
Silt Cla :>
sand II 100 1 0-1 0.21 6.1 1 78.2 1 15.5 1 0.0
The sample was a composite of sediment collected between 1.4 and 1.5 feet BLS, 3.7 and 3.8 feet BLS,
and 4.9 and 5.0 feet BLS in the temporary borehole labeled TB2 on Figures l and 2.
Analysis performed by dry sieve techniques at the Department of Geology, East Carolina University.
Soil type classification per North Carolina Department of Environment, Health, and Natural Resources,
Division of Environmental Health, On -site Wastewater Section, 1993, Laws and Rules for Sewage
Treatment and Disposal Systems, and. United States Department of Agriculture, 1950, Guide for
Textural Classification.
Table 2: Water -Level Measurements for Temporary Groundwater Monitoring Wells
t
XX
ng.C,
..:..
w
tuW
U. W.
Ee
r'�IfO.FS
un
E�;liw
.:O5....
./2f
.
a>�,r
e:Gvwz.:v
TW 1
2.55
17.44
11.16
6.28
nd
TW2
2.97
17.44
11.34
6.10
nd
TW3
1.95
13.14
6.63
6.51
nd
TW4
2.17
14.42
8.16
6.26
nd
TW5
2.53
16.90
10.51
6.39
nd
rTW6,
1.92
12.02
5.73
6.29
6.11
5.91
All measurements are in feet
"Stickup" is the length of well casing extending above the land surface
* Elevations are relative to mean sea level
Depth to groundwater was measured from the top of the well casing
nd = not determined
Note: to determine depth to groundwater BLS deduct the length well casing stickup from the depth to
groundwater (e.g., depth to groundwater BLS at well TW6 on 3/12/97 was 5.73-1.92 = 3.81)

Pla rk
30 0
M-L = 3Q 60 90
GR t1'i�IC SC _ FEET—~
u� _
J 1 io
TW8 '"~ TB '
lto
TB2 it
ej
-20
S � � J ar J � � laA• �`�! f ��
re
15! TW2
TW 1
FjaiirA i

30 o
�a
GP 1PfdIC
ALE — F'EEi
6
depth —to wk
6/ �corztour (infeet)
dwater
6
TW3 -�- --- ��
y 1<(
TB I
:o
Sl
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J
1
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(7
ji
8 �
TW6/ TB3
G
TB4 ` TB2 % 2 1p _
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� r
�d
'_ 'fir-�-- �`�'..• , T I'
TWi
Dp�, T Figure 2
DEPTH ° GROUNDWATER NEAR
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FROM; JOHN P. MCLEAN, P.E.
JOHN P. MCLEAN ENGINEERING ASSOCIATES
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DATE: x. NO. PACES (INCLUDING COVER) C-.- -
TIME: S ` o
COMMENTS
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
February 28, 1997
John P. McLean, P.E.
John P. Mclean Engineering Associates
106 Manatee Street
Cape Carteret, North Carolina 28584
Subject: ACKNOWLEDGEMENT OF RECEIPT OF
STORMWATER PERMIT APPLICATION
The Board Walk R.V. Park
Application No. SW8 970241
Carteret County
Dear :
The Wilmington Regional Office received a Stormwater Management Permit Application for The Board Walk
R.V. Park on February 26, 1997. At this time, the application is incomplete. Processing of the application cannot begin
until the following items are submitted:
The application fee of $385.00
Upon receipt of the requested information, an in-depth review will take place. Additional information may be
requested at a later date in response to that review. After receipt of a complete application, a permit may be issued within
90 days.
Please direct all correspondance to Linda Lewis until a reviewer is selected, and reference the name of the project
and the Application Number shown above. If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer I
RSSlarl: S:IWQSISTORMWATIRECEIPT1970241,FEB
cc: J.P. McLean
'Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

FEB 2 61997
JOHN P. MCLEAN ENGINEERING ASSOCIATES
February 20,1997
Ms. Linda Lewis, Environmental Engineer
Water Quality Section
Dept. of E. H. & Natural Resources
127 Cardinal Drive Extension
Wilmington, N.C. 28403-3845
RE: Boardwalk R.V. Park
Stormwater Project at Emerald Isle, Carteret County, N.C.
Dear Ms. Lewis,
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
Fax: [phone]
I have enclosed herein an application for a stormwater plan review for referenced project.
As you will note, we intend to infiltrate part of the project (the south portion) into pipes and
the other portion, to route it to an infiltration basin northeast. Dr. Richard Spruill has done
investigative- soil work and is compiling; a report which will be available for review soon. I
will forward it upon receipt. Please review this project and advise if you have comments.
Sincerely,
JotPfty-irlo;�
nP.McLean, P.E.
c Town of Emerald Isle
Paxon Holz
Martha Howe
enclosures: application
check in the amount of $
Sheet 1 and 2 (2 copies)
Letter dated 2/16/90 (canal classification)
USGS Swansboro Grid map showing; vicinity
Filc:Boa rdwaIk.Storm3
STORMWATER

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b
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� 1997
L PROJ # E M
S
SWANSBORO, N. C.
C34077-F1-TF-024
1952
PHOTOREVISED 1983
j DMA 5553 11 NE —SERIES V842
�V

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
February 16, 1990
Mr. Kenneth M. Kirkman
710 Arendell Street
Morehead City, North Carolina 28557
Subject: Forest Hill Canal
Dear Mr. Kirkman:
Bob Jamieson
Regional Manager
In response to your letter dated 2 February I990, this
letter will serve as the documentation you requested 'in regards
to the classification of the subject canal.
. On January 1, 1990 members of.my staff collected samples to
determine the classification of Forest Hills Canal. Those samples
along with the samples taken by Daniel Fortin indicate that the
waters in the canal are "FRESH". Thus I would say that the
appropriate classification would be Class C.
In reference to the adjacent subdivision proposal,. please
note that the proposed project is adjacent to Class SA-ORw
waters and will be required to conform to Coastal Stormwater
Regulations for such waters.
If you have any questions regarding this. matter please
contact me at [phone].
APH:McLean.Feb
cc: wiRO, CF
1.
sin er y, STORMWATER
A. Preston Howard Jr., P.E.
Regional Supervisor
E C E i V E
FEB 2 6 1997
D E M
PROJ #
722.5 Wrightsvillc Avcnuc, Wilmington, N.C. 2M3-3696 • Telcphonc 919-256-4161 • Fax 919.256-SS72
An Equal Opportunity A(firrrwivc Action Employ-r

'r 04/17/2004 15:45 252-393-2463 W.B. MC LEAN PAGE 01/03
5-W $ 61 --02, l
John P. McLean Engineering Associates
106 Manatee Street
Cape Carteret, N.C.
Tel:[phone]
FAX:[phone]
E-mail: [e-mail]
DATE: ' `? Number of Pa eS" (Including 3
2G�D 4 9 cover) )
To: 64 MERO M V}EAVE;?, -, -DEN1 R -- DwG�
FAX: C310. 350.26o 4-
REFERENCE: gCPGD'TT-- APPOOVA L—
MESSAGE: A-rrq C+1.60
Filt FAX

04/17/2004 15:45
252-393-2463
W.B. MC LEAN PAGE 02/03
John P.
McLean
Engineering
Associates
106 Manatee Street
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail. [e-mail]
April 17, 2004
Mr. Cameron Weaver FAX [phone]
DENR- DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
RE: Storm Water Package - Carteret County (Emerald Isle)
Cameron,
The Boardwalk RV Park was permitted by DWQ under Permit No. SWB 970241.
In addition to 174 recreational vehicle spaces, it has a rather large building (9,920
sq. ft, counting side walk) which contains an office, a bath facility for the park as
well as 8 apartments. The building is scheduled for demolition if all goes well with
permits. The Planning Board Technical Review Committee has given tentative
approval of the project, realizing that many permits have to be in place before
proceeding. A demolition start date is set for September 15, 2004.
There will be parking spaces obliterated and two nitrification fields constructed
where the parking now exists. Since the building site provides for a large
nitrification area also, there is adequate space available to construct
approximately 15 additional RV sites as well as a smaller bath house (25' x 33').
The average size of the RV sites in the park is generally 26' x 41' . The minimum
size requirement for Emerald Isle is 1,000 square feet per site. The amount of
land to be disturbed in the site is approximately 32,000 square feet.
SW8 970241 utilizes infiltration devices in three'locations. The property uses
two trenches. It also utilizes an infiltration basin. This project eliminates more
than 10,395 square feet impervious areas. The added impervious areas will be:

04/17/2004 15:45 252-393-2463 W.B. MC LEAN
,
PACE 03/03
R. vehicle 8.5 x 40
340
Parking 10 x 20
200
Building 6' x 4'
24
Each site total =
564 x 15 =
8,460 sq. ft.
Plus street construction =
20' x 310' =
6,200 sq. ft.
Plus bath house construction
= 25' x 33' =
825 sq, ft.
Total =
15,485 sq. ft.
So the net difference we're dealing with is 15,485 - 10,395 = 5,090 sq. ft.
impervious area. I plan to direct runoff from some areas to the inf iltration basin
used by the existing "clubhouse". The remainder of the runoff, I plan to direct to
a single trench as we did before.
There is one little item which you need to know. The town of Emerald Isle now
requires storage for the two (2) inch event. I will be calculating that level for
storage.
If this is adequate information for you to examine, I'm willing to get on Laurie's
schedule (a couple of weeks ?) and will try to get everything ready for whatever
date you give me.
If there is additional information I can provide, please call or e-mail and TII
respond'.
Sincerely,
J10hn P. McLean, P.E.
P.E.
Flk:9WrdwO1kD WQ4,1y.04