SW8060826_APPROVED PLANS_20061113

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 92L(I&-
DOC TYPE
p CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
WYYMMDD

�0F W A rF� p Michael F Easley, Governor
�i W:Il:am G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
November 13, 2006 DWQ FILE COPY
Mr Michael T Macomson
326 Marker 55
Holden Beach, NC 28462
Subject Stormwater Permit No. SW8 060826
Red Fish Grille
High Density Project
Brunswick County
Dear Mr Macomson
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Red Fish Grille on October 31, 2006 Staff review of the plans and
specifications has determined that the protJect, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 060826
dated November 13, 2006, for the construction of the subject project
This permit shall be effective from the date of issuance until November 13, 2016, 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 sixty (60) 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 0 Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact Undo Lewis, or me at [phone]
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlarl S IWQSISTORMWATERIPERMIT1060826 nov06
cc Elizabeth Nelson, P E , East Coast Engineering
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
NNcrchCaro tna
aturally
North Carolina Division of Water Quality 127 Card:nai Dnve Cxtens:on Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet WWW ncwateruuahtvora Fax [phone] 623-6748
An Equal Opportunity]Affirmative Acton Employer — 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 permit#
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
Michael T Macomson
Red Fish Gnlle
2550 Holden Beach Road, Supply, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules)
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until November 13, 2016, and
shall be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 37,788 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans This permit makes no allocation for any
future built -upon area
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 permit#
6 The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
a
Drainage Area, 9cres
1 62
Onsite, ft
70,377
b
Offsite, ft2
Total Impervious Surfaces, ft2
0
37,788
c
Design Storm, inches
1
d
Pond Depth, feet
350
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMS�
1150
g
Permanent Pool Surface Ares,
3,910
h
Permitted Storage Volume, ft
4,340
i
Temporary Storage Elevation, FMSL
1160
i
Controlling Orifice
0 75"0 pipe
k
Permitted Forebay Volume, ft3
1,067
1
Max Fountain Horsepower
1/8
1
Receiving Stream/River Basin
Bell Branch 1 LBR59
m
Stream Index Number
15-25-2-15-4
n
Classification of Water Body
"C Sw HQW"
II SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
g Access to the outlet structure must be available at all times
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
6 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
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 permit#
7 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for a fountain in this pond is listed in Section
16 (1) of this permit
8 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The protect area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Ma)or permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 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
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
Page 4 of 7

State Stormwater Management Systems
Permit No SW812ermit#
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this
�the 13th day of November 2006
NO RT 'CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f an im E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 permit#
Red Fish Grille
Stormwater Permit No SW8 060826
Brunswick 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,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 pe_r__mit#
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 . The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 7of7

OU,,I@31YSEi0NLi1Y
Date Received
Fee Paid
Permit Number
• 1 -
�.
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
Applicants name (specify the name of the corporation, individual, etc who owns the project)
Michael T. Macomson
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Michael T. Macomson , fk,10cp,
3 Mailing Address for person listed in item 2 above
326 Marker 55
City Holden Beach State NC Zip 28462
Telephone Number [phone]
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc }
Red Fish Grille
5 Location of Project (street address)
2550 Holden Beach Road
City Supply County Brunswick
6 Directions to project (from nearest major intersection)
From the intersection of US 17 Business in Shallotte and NC travel south on NC 130
approximately 7.0 miles, project located on LEFT.
7 Latitude N 33055 9'
Longitude W 78017.6' of project
8 Contact person who can answer questions about the project
Name Chris Russell Telephone Number [phone]
11 PERMIT INFORMATION:
1 Specify whether project is (check one)
X New
Renewal Modification
Form SWU-101 Version 3 99
Pagel of 4

R
2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3 Specify the type of project (check one)
Low Density _ X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
[II PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Stormwater runoff will sheet flow to catch banns then to underground stormdrains directed to an on
site Stormwater pond.
2 Stormwater runoff from this project drams to the Lumber River basin
3 Total Project Area 1,62 acres 4 Project Built Upon Area 54%
5 How many drainage areas does the project have9 1
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
Basin Tnformation
Drainage Area 1 Overall
Drainage Area
Receiving Stream Name
Shallotte Creek
Receiving Stream Class
C Sw HQW
Drainage Area
70,376 6 SF or 162 AC
Existing Impervious* Area
0
Proposed impervious*Area
37,788 SF or 0.87 AC
% Impervious* Area (total)
54%
Impervious* Surface Area
rainage Area 1
Drainage Area 2
On -site Buildings
9,996.7 SF or 0.23 AC
On -site Streets
0
On -site Parking
27,7913 SF or 0 64 AC
On -site Sidewalks
0
Other on -site
0
Off -site
0
Total 37,788 SF or 0 87 AC
Total
' Impervious area is defined as the built upon area including, but not lim tied to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Form SWU-101 Version 3 99 Page 2 of

7 How was the off -site impervious area listed above derived? NIA
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment
1 The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality These covenants may not
be changed or deleted without the consent of the State
2 No more than square feet of any lot shall be covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface ofswimming pools
3 Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings
4 Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5 All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU404 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
Initials
• Original and one copy of the Stormwater Management Permit Application Form I"
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management dt'-
• Two copies of plans and specifications, including Vioo—
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section
Designated agent (individual or firm) East Coast Engineering Company, P A
Marling Address Post Office Box 2469
City Shallotte State NC Zip 28459
Phone [phone] Fax [phone]
VIII APPLICANT'S CERTIFICATION
i/j(]r ifG''/�%t0 Nr Sr., certify that the information included on this permit application form is, to the best of
my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the
required deed restrictions and protective covenants will be recorded, and that the proposed project complies with
the requirements of L5.0,�L.N(;AC 2H 1000
Signature / / r ry�'t��� Date — -3 - 0
Form SWU-101 Version 3 99 Page 4 of 4

Permit No 5W `S OW $Z
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
T his form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I. PROJECT INFORMATION
Project Name Red Fish Grille
Contact Person Mr. Michael Macomson Phone Number [phone]
For projects with multiple basins, specify which basin this worksheet applies to
elevations
Basin Bottom Elevation 111.5 ft (floor of the basin)
Permanent Pool Elevation 115.0 ft (elevation of the orifice)
Temporary Pool Elevation 116.0 ft (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 3,910 sq ft (water surface area at the orifice elevation)
Drainage Area 1.62 ac (on -site and off -site drainage to the basin)
Impervious Area 0.87 ac (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 5.689 cu ft (combined volume of main basin and forebay)
Temporary Pool Volume 4,340 cu ft (volume detained above the permanent pool)
Forebay Volume 1,067 cu ft (approximately 20% of total volume)
Other parameters
SA/DA1 5.37 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 0.75 in (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-102 Rev 3 99 Page 1 of

Footnotes
i When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non
standard table entries
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach ,justification.
Applicants Initials
a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
— c The temporary pool controls runoff from the design storm event
d The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elevation is specified
A trash rack or similar device is provided for both the overflow and orifice
._ k A recorded drainage easement is provided for each basin including access to nearest right-of-
way
I If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
- m A mechanism is specified which will drain the basin for maintenance or an emergency
I1I. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does does not incorporate a vegetated filter at the outlet
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form S WU-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
I After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i c
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 3.75 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads
Sediment Removal El 113 75
Bottom EIeNatIon- 113 0 ZS
FOREBAY
2.25 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 1160
_Sediment Removal Elevation 112 63 75%
Bottom Elevation 1115
MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form S WU-102 Rev 3 99 Page 3 of 4

7 All components of the wet detention basin system shall be maintained in good working order
6
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print Name _ n Lc ) i A e- ( T /,7 /-) c o ki sew.
Title Owliek
Address ;U (o A'4 4)C e x ! S ~
Phone '-) 10 ` _gz*.,z ` "J g �7 Z
Signature
Date .J
xo Id z�� 'Fat A('L /j-CC2k9Gz
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivlon as been named the president
I, a Notary Public for the State of �qxia
County of r , do hereby certify that &2
personally appeared before me this day of 7 , 2dd , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires 2Dd
Form SWU-102 Rev 3 99 Page 4 of 4

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW P&(A 9, !O
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
A2k/(1,2)
YYYYMMDD

. _ _.. _. _. _...- ... .. . 4 i. _ ._� i .._k! „5 .�_'11 � :5. -? .1 ..� L 14..J.�.-
2" 1-2 ASPHALT
- COMPACTED SUBGRADE (COMPACTED TO 95% MODIFIED
PROCTOR)
6" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED
PROCTOR)
PAVEMENT SECTION
NOT TO SCALE
1 I Ir^ov
�01 ` EXISTING 18"
I I ` FORCEMAIN
I I y CENTERLINE
` 1 OF ROAD
I I I I
AP ROXIMATE
LOCATION OF EXISTING
FIRE HYDRANT I I
� I I
I I I I I
I I I I I
-G
I 1 I 0
EXISTING 12" ` I )
AC WATERLINE
E IS ING ACCESS I
TO BE REMOVED I I X
N
r�
I I o
o I I
n EXIT G 1 ' DITC I
c STING 24" I I
O CULVERT I I I
Z INVERT OUT
= 112.75
NOTE:
1. INTERNAL LANDSCAPE AREAS SHALL BE AT LEAST 144 SF IN AREA AND PLANTED WITH A
TREE AT LEAST FIVE (5) FEET IN HEIGHT.
2. THE SIDE AND REAR SHRUBBERY BEDS SHALL BE AT LEAST FOUR FEET (4') HIGH AND
FIVE FEET (5') WIDE.
LEGEND
TRAFFIC FLOW
LOCATION OF .-►
ROLLAWAY ALL LANDSCAPE
GARBAGE CANS ISLANDS TO BE DRAINAGE DIRECTION
\ BLOCKED
BENCHMARK - EIP
ASSUMED
ELEVATION = 120,00' BENNY G. LUDLUM
ZONING-CLD
CURRENT USE - SIDE SHRUBBERY BED AT
PROPOSED GRINDER UNDEVELOPED LEAST FOUR FEET (4') HIGH
PUMP AND SEWER AND FIVE FEET (Y) WIDE.
SERVICE LINE
N$8029'5i "E
7Z6' SIDE YARD SETBAC: 310.00'
17.T
l 3.8' ��'
125.0' o.
PROPOSED RESTAURANT 64.0'
WITH 20 EMP. 8c 174
TOTAL SEATING CAP-
0
ON
L 24.0' 0
PROPOSED 2" rr+
WATER SERVICE PROPOSE
PROPOSED ASPHALT
BUSINESS SIGN PARKING
-
30.0' REGULAR°
VAN H.C. SIGN ACCESSIBLE L3 .. R4.0' a
c!'
O, H.C. SIGN — —
N PR GwOSED................................ N X
-LOADING'ZONE: c
COVERED.......:...........................o
WALKWAY
0
5" x 30'
� o .
L4LS... ....... ..... .
ONE qq 24.0'
9.0'
TYPE YP o
7D I jt2 0 01 PROPOSED
ASPHALT
BENNY G. LUDLUM
ZONING-CLD
CURRENT USE -
UNDEVELOPED
CONTRACTOR NOTE:
CONTRATOR TO CHECK
ARCHITECTURAL PLANS TO VERIFY
BUILDING DIMENSIONS PRIOR TO
CONSTRUCTION. I I
4'
c �` p
�'C,
PARKING 4
S p,
REQUIRED 20'
I
BUFFER
I h'3
S�, I
P OP SE
L1
1
SEE BUFFERING
NOTES
I
I
PRIVATE
_
DITCH
�EXISTING ..
.. .... ..
..
6SIDS
YABQQK
.. - .... . ..
1 I
— ..
�....
SSW. .....
88°3938"W
I I
$88032'00"W . ....
135.49'
.
98.60'
55.64'
S8
I
I
I I
'3 '2'00"W
EXISTING
`
DRAINAGE FLOW
II
I
BILLY
I
I
ZONING--C DRRIMORE
I
I
1
GLENN FIRRELL
CURRENT USE RESIDENTIAL
j I
ZONING-CLD
1
y I 7
I 1
GLENN FARRELL
CURRENT
USE RESIDENTIAL
I 1
I n
CURRENT USE RESIDENTIAL
3
4
5
6
I la
I
I o I I
I I oM 2 I
l I y I
1 � 4
II I I
I I I
I I I
I I
SCALE: I" = 30'
0.... 15 30 60 90
� PINE VALLEY DRIVE SR 1248
Buffering Nate:
1. Natural vegetation must be retained
2. One or more of the following means shall be used to supplement the
natural vegetation as necessary or to provide an adequate buffer
where no natural vegetation exists:
a. Planted buffer strips - The planted buffer strips shall be at least
six feet (6) tall and give approximately seventy-five percent
(75%) visual opacity within one (1) year of planting. Three (3)
rows of planted materials shall be required.
b. Combination planted buffer strip with artificial fencing:
i. Artificial fencing shall be between six (6) to ten feet (10') in
height.
ii. If solid artificial fencing is used, two rows of planted materials
shall be provided at a minimum height of three feet (3') at initial
planting, and give at least fifty percent (50%) visual opacity of
the fence at planting.
iii.Permeable artificial fencing should give approximately
seventy-five (75%) visual opacity within one (1) year of
planting
3. Combination berm with vegetation:
a. An earthen berm may be used in conjunction with planted
vegetation provided that the combined height of the berm and
the planted vegetation shall be at least six feet (6) and provide
approximately seventy-five percent (75%) visual opacity within
one (1) year of planting.
b. The slope of the berm shall be stabilized with vegetation and no
steeper than 3: 1. The height of the berm shall be six feet (6') or
less, with a level or rounded area on top of the berm. The berm
shall be constructed of compacted earth.
SITE NOTES:
SITE LAYOUT PROVIDED BY JOHNSON-GARRETT ARCHITECTS,
PA, SUNSET BEACH, NC.
BOUNDARY INFORMATION PROVIDED BY JAN DALE, RLS,
SHALLOTTE, NC.
THIS SITE DOES NOT APPEAR TO BE LOCATED IN AN AREA OF
FLOOD HAZARD ZONE.
ALL LIGHTING IS TO BE INTERNALLY ORIENTED, AND WILL NOT
EXCEED 40' IN HEIGHT.
THE PROPOSED BUILDING WILL NOT EXCEED FORTY FEET (40')
IN HEIGHT.
SITE WILL BE SERVED BY COUNTY WATER AND SEWER,
ALL PARKING LOT LANDSCAPING SHALL MEET THE
REQUIREMENTS SET FORTH IN SECTION 5.4-G OF THE
BRUNSWICK COUNTY ZONING ORDINANCE. ALL BUFFERING
SHALL MEET THE REQUIREMENTS OF SECTION 6.3 OF THE
ZONING ORDINANCE
INTERIOR ISLANDS TO BE BLOCKED FOR PROTECTION & TO
PREVENT LANDSCAPE MATERIALS FROM WASHING INTO
PARKING AREAS.
BUSINESS SIGN SHALL MEET THE REQUIREMENTS Of SECTION
5.21 OF THE BRUNSWICK COUNTY ZONING ORDINANCE.
THERE IS NO PHASING PROPOSED.
THERE ARE NO EXISTING DRIVEWAYS ON ADJACENT PROPERTY.
ALL SPECIFIC LANDSCAPING ELEMENTS MUST BE PROVIDED
AND APPROVED BY THE PLANNING DEPARTMENT PRIOR TO
OBTAINING A BUILDING PERMIT. THIS INCLUDES CHOOSING THE
DESIRED BUFFER TYPE AND SPECIFIC PLANT SELECTION.
WETLAND NOTE:
ACCORDING TO LAND MANAGEMENT GROUP, WILMINGTON, NC
THERE ARE NO WETLANDS ON THE PROPERTY
V-6" x V-0" x 0.080 STD. ALUM. HANDICAPPED
PARKING SIGN TO READ "RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO WD. POST W/ 3/8"
CADMIUM PLATED NUTS, BOLTS AND WASHERS.
RESERVED
PARKING
w
12"
COLORS
LEGEND AND BORDER- GREEN WHITE
SYMBOL ON BLUE BACKGROUND
BACKGROUND- WHITE
1-1/2"R
/(TYP.)
9" x 1'-0' x 0.080 STD ALUM. SIGN TO READ "VAN
ACCESSIBLE". BOLT TO WD. POST WITH 3/8'
CADMIUM PLATED NUTS, BOLTS AND WASHERS.
9" x 1'-0" x 0.080 STD ALUM. SIGN TO READ'MAXIMUM
PENALTY $250". BOLT TO WD. POST WITH 3/8"
CANDIUM PLATED NUTS, BOLTS AND WASHERS.
MAXIMUM
PENALTY
R/W $250 3/8"
F (TYP.)
12.
LEGEND AND BORDER- GREEN
— — BACKGROUND- WHITE
TREATED WOOD 4" X 4" POST -
1-1/2"R
(TYP.)
VAN
bi ACCESSI 3/8"
(TYP.)
a
LEGEND AND BORDER- GREEN
BACKGROUND- WHITE
HANDICAP SIGN
NOT TO SCALE
Un
P ,O I
211
c3' �OQ
Ri��
s1TE J fry 'x-it
HOLDEN BEACH
VICINITY MAP
NOT TO SCALE
RED FISH GRILLE
2550 HOLDEN BEACH ROAD
SUPPLY, NC 28462
Site and Zoning Data:
CURRENT ZONING: COMMERCIAL LOW DENSITY (CLD) - BRUNSWICK COUNTY
SITE AREA= 1.62 ACRES
TAX PARCEL NUMBER: 231 EB002
BUILDING SETBACKS: FRONT YARD - 25 FT.
SIDE YARD - 6 FT.
REAR YARD - 10 FT.
IMPERVIOUS SURFACE:
BUILDINGS- 9,996.7 SF
ASPHALT PARKING- .?7,791.3 SF
TOTAL- 37,788.0 SF
PARKING INFORMATION
TOTAL PARKING SPACES REQUIRED:
RESTAURANTS:
1 SPACE/3 SEATS
1 SPACE/2 EMPLOYEES
3 HANDICAP SPACES
PARKING PROVIDED:
FOR 174 SEATS - 58 SPACES PROVIDED
FOR 20 EMPLOYEES - 10 SPACES PROVIDED
HANDICAP SPACES PROVIDED = 3 SPACES
TOTAL SPACES PROVIDED = 71 SPACES
LANDSCAPING INFORMATION
INTERNAL LANDSCAPE ISLANDS REQUIRED (4 ISLANDS OF AT LEAST 144 SF) = 576 SF
L1 = 170 SF
L2 = 170 SF
L3= 144 SF
L4 = 1,030 SF
L5 = 178 SF
TOTAL INTERNAL LANDSCAPE ISLANDS PROVIDED = 1,692 SF
Wi
co
FINISHED
GRADE
z
in
VARNUM
APPROVED
NGM CAROLINA ENARONMENITAL
MANAGEMENT COMMISSION
Di'VISION OF WATER QUALRY
tg A10V--2A0C:%
RECEIVED
AUG 15 2006
q , DWQ
d0.9
Revisions
8/14/06 - Revised
i n ervious area data.
00
kn y
U N m
41-4
o
W �Ur
o
!� C)
r� Z M
W Z N �O
m �l o)
HON
NV) 00
O O 00
0 N �
O
U� o'"__4
o
H a��
Qw
C%] O N
Wz00
(U
00
� � O
�z
f�
Ui
W
P4
C
Z
C
U
H
M�
W
Date; 6-20-06
Scale: I" = 30'
Drawn By JCR
Checked By: EMl
Sckig 6& a 8a�0
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTTON WITHOUT AFFIXED
CORPORATE SEAL.
This drawing shall: not be r%eproaucea n
whole or in part without wnn en permission
of East Coast Engineering Company, P.A.
R/W
• ,, n ..��i+. � �
f
ry.
I C1
ECEC PROJECT NO. 0703

_'�� l i.— � � ! i �i..1 ice'..."'r ��_': r 'rl,: w ;: �;�• t'. f — ';:t..si �: �,"•r' :ti. �'1 �.L' �j"1 '!''�1.7-. •_e�'_�y� .-�..---��1t__
1-2 ASPHALT
COMPACTED SUBGRADE (PER SPECS.)
6' ABC COMPACTED STONE BASE
(COMPACTED TO 100 % MODIFIED
PROCTOR)
PAVEMENT SECTION
NOT TO SCALE
I� �I
1
I ��
t !
I
AP ROXIMATE
LOCATION OF EXISTING y
FIRE HYDRANT }
_ EXISTING 18"
FORCEMAIN
CENTERLINE
OF ROAD
Y
,12 .0` � 0 d
EXISTING I2AC WATERLINEw
NOTE:
1. INTERNAL LANDSCAPE AREAS SHALL BE AT LEAST 144 SF IN AREA AND PLANTED WITH A
TREE AT LEAST FIVE (5) FEET IN HEIGHT.
2. THE SIDE AND REAR SHRUBBERY BEDS SHALL BE AT LEAST FOUR FEET (4') HIGH AND
FIVE FEET (5') WIDE.
ASSUMED
ELEVATION = 120.00'
PROPOSED GRINDER
PUMP AND SEWER
SERVICE LINE
fi' SIDE YARD SETS CK
11
121ff
PROPOSED RESTAURANT
WITH 20 EMP.& 174
TOTAL SEATING CAP.
© 2"
BENNY G. LUDLUM
ZONING—CLD
CURRENT USE —
UNDEVELOPED
LEGEND
TRAFFIC FLOW
r=� DRAINAGE DIRECTION
SIDE SHRUBBERY BED AT
LEAST FOUR FEET (4') HIGH
AND FIVE FEET (5') WIDE.
� U.)
�- � �
0
7403
n
BENNY G. LUDLUM
ZONING—CLD
CURRENT USEUNDEVELOPED
ACCESS 9 PROPOS
TO BE REMOVED WATER SERVICE t 24.0'
1 — N PROPOSED PROPOSED
� I 4— � � I BUSINESS SIGN SIDEWALK
O �
4
Fri I ' VAN
ACCESSIBLE R4.0
H.C. SIGN . T
o cQ D R I\L 4ZO'
- PROPOSED w
con
o o a o
THRl1ON
�, ASPHAt T b
Z A REGULAR o 55.0' �� PARKING w
0 1 1 fOQ H.C. SIGN �5� tri k
l
-11
Z
s7 EX T G 1 ' DIT
I LS ...
L4 .
IST G 2411
CULVERT I
Z INVERT OUT I q q
v - oNE � ...:�: �• ��
112.75 WAY $ 0
r
24.0'
�a 1 18-0,1 SA PROPOSED �6
�s011 ASPHALT �51'/� D.5 0
o 1�a 's PARKING �- RS
0
3 Q REQUIRED 20'
BUFFER
P O SE LI L 5EE BUFFERING
�� of
I 1 � PRIVATE
} EXISTING DITCH CL
l . .. .. D YARD .SLIB
38
AC
l '- — .. .. .... .. ... 015511W g8039"�V
PROPOSED 50 LF 24" ADS N-12 C P S88"32'00"W 98 60r 55.64'
INVERT IN = 112.70' 1 S2,�"W 135.49'
INVERT OUT = It 2.69'
MAINTAIN POSITIVE DRAINAGE I � 1 O 27'� j
EXISTING DRAINAGE FLOW
I �o1 1j I I
1 I BILLY W. LARRIMORE
I ZONING—CLD
1 GLENN FIRRELL CURRENT USE RESIDENTIAL
I ZONING-CLD
GLENN FARRELL CURRENT USE RESIDENTIAL
' I I ZONING--CLD
CURRENT USE RESIDENTIAL
w �Q 4
10 1 I 3 6
1 la I
o� I 2 i
I R%W
1 �
I J
I PINE VALLEY DRIVE SR 1248 C��,
SCALE: 1 " = 30' I l I
0 15 30 60 90 ` 1
1 1 R/W
1 � I
�o
9.0'
o
-
TYP
Buffering Note:
I . Natural vegetation must be retained
2. One or more of the following means shall be used to supplement the
natural vegetation as necessary or to provide an adequate buffer
where no natural vegetation exists:
a. Planted buffer strips - The planted buffer strips shall be at least
six feet (6) tall and give approximately seventy-five percent
(75%) visual opacity within one (1) year of planting. Three (3)
rows of planted materials shall be required.
b. Combination planted buffer strip with artificial fencing-
i. Artificial fencing shall be between six (6') to ten feet (10') in
height.
ii. If solid artificial fencing is used, two rows of planted materials
shall be provided at a minimum height of three feet (T) at initial
planting, and give at least fifty percent (50%) visual opacity of
the fence at planting.
iii.Permeable artificial fencing should give approximately
seventy-five (75%) visual opacity within one (1) year of
planting
3. Combination berm with vegetation:
a. An earthen berm may be used in conjunction with planted
vegetation provided that the combined height of the berm and
the planted vegetation shall be at least six feet (6) and provide
approximately seventy-five percent (75%) visual opacity within
one (1) year of planting.
b. The slope of the berm shall be stabilized with vegetation and no
steeper than 3: 1. The height of the berm shall be six feet (6) or
gi s; with a level or rounded area on top of the berm. The berm
shall be constructed of compacted earth.
SITE NOTES:
SITE LAYOUT PROVIDED BY JOHNSON-GARRETT ARCHITECTS,
PA, SUNSET BEACH, NC.
BOUNDARY INFORMATION PROVIDED BY JAN DALE, RLS,
SHALLOTTE, NC.
THIS SITE DOES NOT APPEAR TO BE LOCATED IN AN AREA OF
FLOOD HAZARD ZONE,
ALL LIGHTING IS TO BE INTERNALLY ORIENTED, AND WILL NOT
EXCEED 40' IN HEIGHT.
THE PROPOSED BU:LDING WILL NOT EXCEED FORTY FEET (401
IN HEIGHT.
SITE WILL BE SERVED BY COUNTY WATER AND SEWER.
ALL PARKING LOT LANDSCAPING SHALL MEET THE
REQUIREMENTS SET FORTH IN SECTION 5.4-G OF THE
BRUNSWICK COUNTY ZONING ORDINANCE. ALL BUFFERING
SHALL MEET THE REQUIREMENTS OF SECTION 6.3 OF THE
ZONING ORDINANCE
INTERIOR ISLANDS TO BE BLOCKED OR CURBED FOR
PROTECTION & TO PREVENT LANDSCAPE MATERIALS FROM
WASHING INTO PARKING AREAS.
1 BUSINESS SIGN SHALL MEET THE REQUIREMENTS OF SECTION
5.21 OF THE BRUNSWICK COUNTY ZONING ORDINANCE.
THERE IS NO PHASING PROPOSED.
THERE ARE NO EXISTING DRIVEWAYS ON ADJACENT PROPERTY.
RESERVED
PARKING
!0 2i 1
I
c3pia
cri
130)Z kM1 SITE
HOLDEN BEACH
VICINITY MAP
NOT TO SCALE
RED FISH GRILLE
2524 HOLDEN BEACH ROAD
BRUNSWICK COUNTY,. NC
Site and Zoning Data:
CURRENT ZONING: COMMERCIAL LOW DENSITY (CLD)
SITE AREA= 1.62 ACRES
TAX PARCEL NUMBER: 231 E8002 a% A 00 1
BUILDING SETBACKS: FRONT YARD - 25 FT.
SIDE YARD - 6 FT.
REAR YARD - 10 FT.
IMPERVIOUS SURFACE:
BUILDINGS- 8,906 SF
SIDEWALKS- 300 SF
ASPHALT PARKING- 29,409 SF
TOTAL- 38,615 SF
PARKING INFORMATION
TOTAL PARKING SPACES REQUIRED:
RESTAURANTS:
1 SPACER SEATS
1 SPACE/2 EMPLOYEES
TOTAL PARKING PROVIDED:
FOR 174 SEATS - 58 SPACES PROVIDED
FOR 20 EMPLOYEES - 10 SPACES PROVIDED
TOTAL SPACES PROVIDED = 68 SPACES
HANDICAP SPACES PROVIDED = 3 SPACES
LANDSCAPING INFORMATION
INTERNAL LANDSCAPE ISLANDS REQUIRED (4 ISLANDS OF AT LEAST 144 SF) = 576 SF
L1 = 170 SF
L2 = 170 SF
L3 = 144 SF
L4 = 1,244 SF
L5 = 258 SF
TOTAL INTERNAL LANDSCAPE ISLANDS PROVIDED = 1,986 SF
V-6" x V-0" x O.D80 STD. ALUM. HANDICAPPED
PARKING SIGN TO READ "RESERVED PARKING" WITH
IDENTIFIGATM SYMBOL. BOLT TO WD. POST W/ 3A'
CADMIUM PLATED NUTS. BOLTS AND WASHERS.
12"
COLORS
LEGEND AND BORDER- GREEN WHITE
SYMBOL ON BLUE BACKGROUND
BACKGROUND- WHITE
1-1 /2"R
/(TYP-)
9" x l'-0" x 0,080 STD ALUM. SIGN TO READ "VAN
ACCESSIBLE". BOLT TO WD. POST WITH 3!8"
CADMIUM PLATED NUTS, BOLTS AND WASHERS.
9" x V-0" x O.OW STD ALUM. SIGN TO READ "MAXIMUM
PENALTY $250". BOLT TO WD. POST WITH 3/8"
CANDIUM PLATED NUTS, 13OLTS AND WASHERS.
TREATED WOOD 4" X 4" POST
1-1/2"R
(TYP.)
MAXIMUM
PENALTY VAN
$250 3fir rn ACCESSI 3/8,
20-3761 (TYP.) (TYP.)
— 12k 12"
LEGEND AND 80RDER- GREEN LEGEND AND BORDER- GREEN
BACKGROUND- WHITE BACKGROUND- WHITE
HANDICAP SIGN
NOT TO SCALE
C�
0
FINISHED
GRADE
01 <
Revisions
00
Ct
d"
�M
art 1`
N (� M
VARNUMTQ U c o
� O �
W
CoUw
x�
�o�
� �
M
CD
M a C1
C/)
N qt
O O MN�
o�
04
Fn 0 N
WZ00
0-
r
0�
- � c� o
't(A03
Date: 3-7-06
Scale: I " = 30,
Drawn By: JCR
Checked By: EM /DBB
THIS PLAN IS NOT ISSUED FOR
.ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
S
030507
03101(�
Q'�GIHEQ
Cl
ECEC PROJECT NO. 0703
whole or in part without written permission
of East Coast Engineering Comgaity, P.A.
l
I a: — i -1 S .iTT t'{ 14,�,.51� 1�{- 7t '1 1- r t i�'�i :+ r•F ; fir' �11 Ii y�yy Y r'I�r. !r'!S 'I lil •�,. i,y5,, ry�j1., .
U j 4
. r "f . r r,a ,. ���' •�' .. .,.-r'' .. ..-...'.S -1. .. li 111 ..11: ;.1f 1�,. •. ..r�.:S .•.�f.1--: T•-.

Revisions
1-2 ASPHALT
COMPACTED SUBGRADF (PER SPECS.)
_6" ABC COMPACTED STONE BASE
(COMPACTED TO 100 % MODIFIED
PROCTOR)
PAVEMENT SECTION
NOT TO SCALE
1 � I
I � I
I torn
I
10I I
i EXISTING IS"
I I FORCEMAIN
I CENTERLINE
I OF ROAD
1 I �
� I
AP ROXIMATE
LOCATION OF EXISTING
FIRE HYDRANT '
I
I
I
�
t
I
y 1
1
p
Z
`
I
I
� 4
2 o
y—�
l
EXIST 12"
1 I
C
AC WATERLINE
4
ACCESS 1
E S ING
TO BEy REMOVED I
I
U7
I
LA
NOTE:
1. INTERNAL LANDSCAPE AREAS SHALL BE AT LEAST 144 SF IN AREA AND PLANTED WITI4 A
TREE AT LEAST FIVE (5) FEET IN HEIGHT.
2. THE SIDE AND REAR SHRUBBERY BEDS SHALL BE AT LEAST FOUR FEET (4) HIGH AND
FIVE FEET (51) WIDE.
ASSUMED
ELEVATION = 420.00'
PROPOSED GRINDER
PUMP AND SEWER
SERVICE LINE
6' SIDE YARD SETS C1C
7
BENNY G. LUDLUM
ZONING-CLD
CURRENT USE -
UNDEVELOPED
N88.._029' 1
310.00'
123.0'
y PROPOSED RESTAURANT
WITH 20 EMP. & 174
TOTAL SEATING CAP.
PROPOSED 2"
oWATER SERVICE
PROPOSED PROPOSED
BUSINESS SIGN SIDEWALK
_4
t VAN
64.0'
24.0'
��O ACCESSIBLE L3 — R4.0'
LEGEND
,.� TRAFFIC FLOW
DRAINAGE DIRECTION
SIDE SHRUBBERY BED AT
LEAST FOUR FEET (T) HIGH
AND FIVE FEET (T) WIDE.
C
(J1
v
-4-
o
C
-tit Ln
C7
4
sa►
3
I I Z H.C. SIGN
PROPOSED
_OANNG ZON
TIRU . ASPHALT. �
81-1
- RE(WLAR 55.0 �PARKINGo II.C. SIGN 01
won
o
Z I I !
0 EXMTZ
G DIT� '
G 24" 1 E4 L5
CPA
CULVERT I
� N 24.0'
Z INVERT OUT q qq
L� 9.0' o
= 112.75 J I I WAY 8 0 j:::� 1 TYP
P�j I
I 1 8.0' Y 5 0 PROPOSED 5�
It's,
�5 4�5 `�jr �p, D,
.s PARKING 4 Rs p,
3 4 Q�
I Res P O SE L i L2
Iz oI � _
1 - I PRIVATE
1 EXISTING DITCH CL
p YARD TBAC 588 39 38 W
— -- S88°20'55"W......... a 1�
PROPOSED 50 LF 24" ADS N-12 C P S889T00"W 98.60' S5.64'
INVERT IN = It 2.70' 135.49'
BENNY G. LUDLUM
ZONING—CLD
CURRENT USE —
UNDEVELOPED
REQUIRED 20'
BUFFER
SEE BUFFERING
NOTES
88
MAINTAIN POSITIVE DRAINAGE 1 4 50 272 00 W
EXISTING DRAINAGE FLOW I I
I l0 1 l I
BILLY W. LARRIMORE
ZONING-CLD
GLENN FIRRELL
I 1 CURRENT USE RESIDENTIAL
I ZONING-CLD I
GLENN FARRELL CURRENT USE RESIDENTIAL
1 ZONING--CLD
I CURRENT USE RESIDENTIAL I I
I ` 3 4 5 6
I
I la I
oI I 2 I l
1 I R/W
I 1 I PINE VALLEY DRIVE SR 1248 ^
1
SCALE: V = 30' I y
momd1
0 15 30 60 90 I
Bufferin Note:
I . Natural vegetation must be retained
2. One or more of the following means shall be used to supplement the
natural vegetation as necessary or to provide an adequate buffer
where no natural vegetation exists:
a. Planted buffer strips - The planted buffer strips shall be at least
six feet (6) tall and give approximately seventy-five percent
(75%) visual opacity within one (1) year of planting. Three (3)
rows of planted materials shall be required.
b. Combination planted buffer strip with artificial fencing:
I. Artificial fencing shall be between six (6) to ten feet (10) in
height.
ii. If solid artificial fencing is used, two rows of planted materials
shall be provided at a minimum height of three feet (T) at initial
planting, and give at least fifty percent (50%) visual opacity of
the fence at planting.
iii.Permeable artificial fencing should give approximately
seventy-five (75%) visual opacity within one (1) year of
planting
3. Combination berm with vegetation:
a. An earthen berm may be used in conjunction with planted
vegetation provided that the combined height of the berm and
the planted vegetation shall be at least six feet (6) and provide
approximately seventy-five percent (75%) visual opacity within
one (1) year of planting.
b. The slope of the berm shall be stabilized with vegetation and no
steeper than 3: 1. The height of the berm shall be six feet (G) or
less, with a level or rounded area on top of the berm. The berm
shall be constructed of compacted earth.
SITE NOTES:
SITE LAYOUT PROVIDED BY JOHNSON-GARRETT ARCHITECTS,
PA, SUNSET BEACH, NC.
BOUNDARY INFORMATION PROVIDED BY JAN DALE, RLS,
SHALLOTTE, NC.
THIS SITE DOES NOT APPEAR TO BE LOCATED IN AN AREA OF
FLOOD HAZARD ZONE.
ALL LIGHTING IS TO BE INTERNALLY ORIENTED, AND WILL NOT
EXCEED 40' IN HEIGHT.
THE PROPOSED BU_DING WILL NOT EXCEED FORTY FEET (40)
IN HEIGHT.
SITE WILL BE SERVED BY COUNTY WATER AND SEWER.
ALL PARKING LOT LANDSCAPING SHALL MEET THE
REQUIREMENTS SET FORTH IN SECTION 5.4-G OF THE
BRUNSWICK COUNTY ZONING ORDINANCE, ALL BUFFERING
SHALL MEET THE REQUIREMENTS OF SECTION 6.3 OF THE
ZONING ORDINANCE
INTERIOR ISLANDS TO BE BLOCKED OR CURBED FOR
PROTECTION & TO PREVENT LANDSCAPE MATERIALS FROM
WASHING INTO PARKING AREAS.
BUSINESS SIGN SHALL MEET THE REQUIREMENTS OF SECTION
5.21 OF THE BRUNSWICK COUNTY ZONING ORDINANCE.
THERE IS NO PHASING PROPOSED,
THERE ARE NO EXISTING DRIVEWAYS ON ADJACENT PROPERTY
RESERVED
PARKING
SI TE
HOLDEN BEACH
VICINITY MAP
NOT TO SCALE
RED FISH GRILLE
2524 HOLDEN BEACH ROAD
BRUNSWICK COUNTY,. NC
Site and Zoning Data:
CURRENT ZONING: COMMERCIAL LOW DENSITY (CLD)
SITE AREA= 1.62 ACRES
TAX PARCEL NUMBER: 231 EB002 7 3A A 0 D i
BUILDING SETBACKS: FRONT YARD - 25 FT.
SIDE YARD - 6 FT.
REAR YARD - 10 FT -
IMPERVIOUS SURFACE:
BUILDINGS- 8,906 SF
SIDEWALKS- 300 SF
ASPHALT PARKING- 29,409 SF
TOTAL- 38,615 SF
PARKING INFORMATION
TOTAL PARKING SPACES REQUIRED:
RESTAURANTS:
1 SPACE/3 SEATS
1 SPACE/2 EMPLOYEES
TOTAL PARKING PROVIDED:
FOR 174 SEATS - 58 SPACES PROVIDED
FOR 20 EMPLOYEES - 10 SPACES PROVIDED
TOTAL SPACES PROVIDED = 68 SPACES
HANDICAP SPACES PROVIDED = 3 SPACES
LANDSCAPING INFORMATION
INTERNAL LANDSCAPE ISLANDS REQUIRED (4 ISLANDS OF AT LEAST 144 SF) = 576 SF
L1 = 170 SF
L2 = 170 SF
L3 = 144 SF
L4=1,244SF
L5 = 258 SF
TOTAL INTERNAL LANDSCAPE ISLANDS PROVIDED = 1,986 SF
r-6" x 1'-0" x 0.080 STD. ALUM. HANDICAPPED
PARKING SIGN TO READ "RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO WD. POST W/ 3/8"
CADMIUM PLATED NUTS, BOLTS AND WASHERS.
12"
COLORS
LEGEND AND BORDER- GREEN WHITE
SYMBOL ON BLUE BACKGROUND
BACKGROUND- WHITE
1-1 /2"R
(TYP.)
9" x 1'-0" x 0.oeo STD ALUM, SIGN TO READ "VAN
ACCESSIBLE". BOLT TO WD. POST WITH 3/8"
CADMIUM PLATED NUTS, BOLTS AND WASHERS.
9" x 1'-0" x 0.080 STD ALUM. SIGN TO READ "MAXIMUM
PENALTY $250". BOLT TO WD. POST WITH 3/8"
CANOIUM PLATED NUTS, BOLTS AND WASHERS.
MAXIMUM
PENALTY
rn $250 318"
(TYP.)
LEGEND AND BORDER- GREEN
BACKGROUND- WHITE
TREATED WOOD 4" X 4" POST
1-1 /2"R
(TYP. )
VAN
ACCESSI 31$"
(TYP.)
-12'
LEGEND AND BORDER- GREEN
BACKGROUND- WHITE
HANDICAP SIGN
NOT TO SCALE
FINISHED
GRADE
co
211
R�U R
VARNUM
00
d" t•
U CC M
N
•
0
�Uw
a
'D O
4 M
Wm
,-1 0�
�0�0
(ykn 0,
0
0
MN
cCj
o
�U
0 ON
w
o
00
t q;
Ln
ao o
O
� �
'd° CA ON
Date: 3-7-06
Scale: 1" = 30'
Drawn By, JCR
Checked By: EMN/DBI
THIS PLAN IS NOT ISSUED FOR
;ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
y
ssb
030507 ?
SY �ch
6
whole or in part without written permission
of East Coast Engineering Company, P.A-
Ct - -
ECEC PROJECT NO. 0703

S (SEE NOTE #6)
Revisions
NME
MIN. 10 GA. -..a--STEEL OR WOOD POST
-tom 50 MIN TOPWIRE ---*---WOVEN WIRE FENCING AS
``' REQUIRED
PUBLIC ROAD f 'r `Y"`M
MIN. 12 1!2 GA. k/\ANCHOR
FILTER FABRIC
INTERMEDIATE WIRES,.kt_3-LLJs 4 MIN. 10 GA. N F-
v a {�+ s*BOTTOM WIREAS REQUIRED//\...--r - .:.s-. \ \ \ \ \ \ \ \ \ \ \ \ \ FABRIC SKIRT w/ MIN. 4"
:t:/ OIN / / / / / / ONG WIRE STAPLES 12" O.C.
6" M n_ o_
�- \� \�\
/\� LU
15' MIN. /// / ran//�/ /
'FOR REPAIR OF SILT FENCE
co CM
LURES, USE #57 WASHED
2" - 3" COARSE AGGREGATE \% �%/\ STONE IN LIEU OF COMPACTED
FILL.
PLAN VIEW
FRONT VIEW SIDE VIEW
BENCH MARK = ASSUMED
ELEVATION OF 120.00'
TAKEN AT EXISTING
PROPERTY CORNER.
I
I
120.00 120.08 120.35
I I
I I EXISTING SPOT
1 INFORMATION OBTAINED
y BY EAST COAST
1 ENGINEERING COMPANY
I
II I 119.40 X X119.34
I 1
1y I
4l I
y I
I` 118.17
` 1 Xi18.88 X
` I TEMPORARY
I I GRAVEL
y CONSTRUCTION
4 ENTRANCE (SEE
I I DETAIL)
I I r
1 ' 118.3 X 117.92
I I
120.37
120.21
120.04
119.75
gym!(=m% 119.73
118.95 119.12
X 119.09
119.05 X X
BLOCK AND
GRAVEL INLET
PROTECTION (SEE
DETAIL)
118.25 118.13
118,21 X X 117.70
X 118.13 X
X 117,69
X 117.48
X117.34 X
116.88
6" MIN. COMPACTED
FILL OVER SKIRT
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND 6' IN LENGTH. POSTS SHALL BE CREOSOTE OR
PENTACHLOROPENOL TREATED SOUTHERN PINE.
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
4, WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
THAN #9 STAPLES 1 1/2" LONG.
5. FILTER FABHIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB.ILIN, IN. AND
A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS.
6 IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB.ILIN, IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 9.
TEMPORARY SILT FENCE
LIMITS OF
DISTURBANCE
117.do = 1.5 AC
1 116.65
x
TIE TO EXIST]
116.24 DITCH
x
I I ® TEMPORARY SILT
I I FENCE
I x
116.48X X116.34 X116.31
X X117.10 X116.77
IY �118A2 -x x x `x �x 115.92 -X 115.67
x �x _max -x 116.82 X -- x x -X6.44 x �x �X 116.18 �x 116.15
I
I I
I
1 I
I l
I I
I
I 1
Iy 1
1 I
1 I
I
I I
I I
I I
I I
I I
I
I
I
SCALE: 1" = 30' I I
0 15 30 60 90 11
EXISTING J
DRAINAGE FLOW
2
TOP OF BANK OF
I
EXISTING DITCH
3
4
CENTER LINE OF
EXISTING DITCH
PINE VALLEY DRIVE SR 1248
5
NOT TO SCALE
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING
CONSTRUCTION.
2. INSTALL CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND TEMPORARY SILT FENCE OUTLET AS SHOWN ON THE EROSION
CONTROL PLAN.
3. LAY BUILDING FOUNDATION.
4. CONSTRUCT STORMWATER DETENTION POND WITH OUTLET STRUCTURE.
5. ROUGH GRADE SITE. MAINTAIN POSITIVE DRAINAGE TO POND WHERE POSSIBLE.
6. INSTALL STORMWATER DRAINAGE SYSTEM, INCLUDING ALL PIPES AND CATCH BASINS. INSTALL BLOCK & GRAVEL INLET PROTECTION
AROUND CATCH BASINS.
7. FINISH GRADE DRIVES AND PARKING LOT.
8. PREPARE SUBGRADE, PLACE BASE MATERIAL, AND PAVE DRIVES AND PARKING LOT.
9. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED, OR PERMANENT GROUND
COVER IS PROVIDED.
10. CHECK STORMWATER POND DEPTH FROM PERMANENT POOL TO BOTTOM. IF LESS THAN DESIGN DEPTH, EXCAVATE TO DESIGN
DEPTH.
EROSION CONTROL GENERAL NOTES
THE ATTACHED PLANS AND SPECIFICATIONS GIVE THE REQUIREMENTS FOR EROSION CONTROL MEASURES. THE RUNOFF
WILL BE DIRECTED TO THE TEMPORARY DIVERSION AND THEN TO SEDIMENT BASIN. THE GRADING CONTRACTOR WILL
PROVIDE THE MAINTENANCE FOR THE EROSION CONTROL MEASURES.
1, ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL
ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO LIMIT EXPOSURE TO THE SHORTEST
FEASIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY A PERMANENT GROUND COVER WITHIN 15 DAYS FOR SLOPES AND 30 DAYS
FOR ALL OTHER AREAS.
4. AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED, ALL PERMANENT MEASURES HAVE BEEN INSTALLED, AND FINAL
APPROVAL IS RECEIVED FROM THE LAND QUALITY SECTION, THE TEMPORARY MEASURES MAY BE REMOVED.
J. OVER THE LIFE OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC INSPECTIONS TO EVALUATE THE SUCCE55 IN
CONTROLLING EROSION OF SOILS TO OFF -SITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS TAKING PLACE, THE
OWNER SHALL TAKE THE NECESSARY MEASURES TO REMEDY THE SITUATION.
� SEEDING SCHEDULE
SILT FENCE STONE
OUTLET. (SEE DETAIL)
6 1 7
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERELY ERODED AREAS SHALL
BE STABILIZED BY A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED
ON THE TYPE SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
ALTERNATIVE, THE CONTRACTOR MAY USE THE METHODS AND SCHEDULES SHOWN BELOW;
HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO
SITE SPECIFIC CONDITIONS.
a. CULTIVATE AREA TO A DEPTH OF 5 INCHES.
b. APPLY AGRICULTURAL LIME UP TO 1 TON PER ACRE FOR SOIL DISTURBED LESS THAN 6", AND
2 TONS PER ACRE FOR SOILS DISTURBED GREATER THAN 6".
c. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS. PER ACRE.
d- SOW GRASS SEEDS AT THE FOLLOWING RATES PER ACRE.
DRY SOILS (APRIL-SEPTEMBERj WET SOILS (APRIL-SEPTEMBER)
BERMUDAGRASS .................. 30Ibs. BERMUDAGRASS .................. 25Ibs.
CENTIPEDEGRASS ............... 10Ibs. BAHIAGRASS ......................... 251bs.
BAHIAGRASS .........................30 Ibs. CARPETGRASS ...................... 25lbs.
KOBE LESPEDEZA.................20 Ibs. ANNUAL RYEGRASS or
ANNUAL RYEGRASS OR GERMAN MILLET...................25 Ibs.
GERMAN MILLET....................25 lbs.
e. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS. PER ACRE SHOULD PROVIDE 75% COVER.
COVER IN EXCESS OF 75% COULD REDUCE PROPER PLANT GROWTH AFTER SEED GERMINATION.
f. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 300 GALLONS
PER ACRE.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
PERIOD OF TIME DUE TO SEASONAL CONSIDERATIONS, A TEMPORARY GRASS COVER SHALL BE
ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER (SEPTEMBER-APRIQ SUMMER MAY -AUGUST
ANNUAL RYEGRASS.............50 Ibs- GERMAN MILLET .................. 50 Ibs.
TALL FESCUE ........................50 Ibs.
TEMPORARY COVERS SHALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY
EROSION RESISTANT COVER, MULCH MAY BE APPLIED; HOWEVER, MULCH USED ALONE SHALL BE
FOR THE SHORTEST TIME PRACTICAL. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL
BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORABLE.
3. TOPSOIL SHALL BE USED OVER UNFAVORABLE SOIL CONDITIONS FOR SUCCESSFUL ESTABLISHMENT
OF VEGETATIVE COVER.
4. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
y:9
SILT FENCE STONE OUTLET
NOT TO SCALE
LEGEND
X118.00 EXISTING SPOT ELEVATIONS
- x x - x - x --- TEMPORARY SILT FENCE
... .. m +r LIMITS OF DISTURBANCE
No BLOCK AND GRAVEL INLET PROTECTION
mmmmm TEMPORARY CONSTRUCTION ENTRANCE
#57 CLEAN WASHED
STONE
1/2" MESH WIRE
PLAN VIEW
SIDE OF INLET
SECTION VIEW
CONCRETE BLOCKS TWO
3ES HIGH AROUND INLET
)N EACH
BLOCK & GRAVEL INLET PROTECTION
00
rn
kO
U 00 t'?
No
+J ,-.4
r
O
U w
•
xQ
�Zm
N � O
cy � 00
0
0
�N
Cd �
0
U
0�w
V) 0
Wz00
N
q
00 O
O
♦
ON 4
It0001
r�
V
04
O
z
�O
V
U
F-I
M�M
Date: 8-14-06
Scale: I " = 30'
Drawn By: JCR
Checked By: EMi
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
Sm
NOT TO SCALE
C2
This drawing shall not be r iroduced in
whole or in part without written permission ECEC PROJECT NO. 0703
of F ' Coast Engineering Coml-,,my, P.A.