SW8031044_HISTORICAL FILE_20040108

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
�)!�? 15't"4
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State Stormwater Management Systems
Permit No SW8 031044
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
F & R Development, Inc
Parker Retail
Brunswick County
FOR THE
construction, operation and maintenance of 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 January 8, 2014, and shall be subject
to the following specified conditions and limitations
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet The stormwater control has
been designed to handle the runoff from 27,671 square feet of impervious area This
device must be operated with a vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans
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 A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area
91

State Stormwater Management Systems
Permit No SW8 031044
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name
Permit Number
Location
Applicant
Mailing Address
Application Date
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
Drainage Area, acres
Onsite, sq ft
Offsite, sq ft
Total Impervious Surfaces, sq ft
Pond Depth, feet
Bottom Elevation, FMSL
Bottom Surface Area, ftZ
Permitted Storage Volume, ft3
Temporary Storage Elevation, FMSL
Seasonal High Water Table Elev
Type of Sot]
Expected Infiltration Rate
Time to Draw Down
Parker Retail
S W 8 031044
Brunswick County
Mr Ricky Parker
F & R Development, Inc
1861 Holden Beach Road SW
Supply, NC 28462
January 5, 2004
UT Shallotte Creek / Lumber
LBR59 15-25-2-15-(3)
"SA HQW"
121
52,799
none, per engineer
27,671
12
368
2,522
3,775
380
305
Sand
25 inches per hour
0 8 hours
3

State Stormwater Management Systems
Permit No SW8 031044
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
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
Decorative spray fountains will not be allowed in the stormwater treatment system
6 The facilities shall be constructed as shown on the approved plans This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation Any deviations from the approved plans and specifications
must be noted on the Certification A modification may be required for those deviations
If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility
9 The 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, 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 LAMA Major permit was
sought
f Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan
4

State Stormwater Management Systems
Permit No SW$ 031044
10 The penmittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction
I 1 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
12 At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property
13 The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system
14 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
15 The permittee must maintain the current permitted drainage area No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification
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) which have jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems
5 The permittee grants DENR Staff permission to enter the property 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 tenmmated for cause The filing of
a request for a permit modification, revocation and reissuance or tennmation does not
stay any permit condition

State Stormwater Management Systems
Permit No SW8 031044
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 8th day of January 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W Klimek, P Eerector
Division of Water Quality
By Authority of the Environmental Management Commission
on

State Stormwater Management Systems
Permit No SW8 031044
Parker Retail
Stormwater Permit No SW8 031044
Brunswick County
Designer's Certification
I, , 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
7

State Stormwater Management Systems
Permit No SW8 031044
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 The outlet/bypass structure elevations are per the approved plan
S The outlet structure is located per the approved plans
G Trash rack is provided on the outlet/bypass structure
7 All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
9 The inlets are located per the approved plans and do not cause short-circuiting of
the system
10 The permitted amounts of surface area and/or volume have been provided
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
13 All required parts of the system are provided, such as a vegetated shelf, and a
forebay
14 The overall dimensions of the system, as shown on the approved plans, are
provided
cc NCDENR-DWQ Regional Office
Brunswick County Building Inspections
c

Andrew & Kuske
CONSULTING ENGINEERS, INC
902 Market Street Wilmington NC 28401-4733
910/3434653 910/343-WN Fax
www andrewandkuske corn
December 16, 2003
Ms Laurie Munn
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Parker Retail
SW8 031044
Additional Information
A & K Project No 03191
Dear Ms Munn
John R Andrew P E J Phillip Norris P E
John S Tunstall P E Neal W Andrew P E
John A Kuske III P E J A Kuske P E of Counsel
James T Pyrtie P E C Lawrence Sneeden Jr P E
We are responding to your letter of December 5, 2003 as follows
1 A note has been added regarding roof drainage
2 The outlet detail on Sheet C3 has been classified
3 We have made contact with Vincent Lewis for a site visit
It
We are enclosing two (2) sets of revised plans for your continued review and approval
Please contact us if you have any further questions or comments Thank you for your
assistance on this project
Sincerely,
ANDREW & KUSKE
CONSU NGINEER , INC.
J Phil orris, P
03191 12-1 "3-s-sw-Itr
cc Ricky Parker

o�oF wA rF9Q�
O 'C
r
Mr Ricky Parker, President
F & R Development, Inc
1861 Holden Beach Road SW
Supply, NC 28462
Dear Mr Parker
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
December 5, 2003
Subject REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No SW8 031044
Parker Retail
Brunswick County
The Wilmington Regional Office received a Stormwater Management Permit Application for
Parker Retail on October 31, 2003 A preliminary review of that information has determined that the
application is not complete The following information is needed to continue the stormwater review
Please add a note to the plans that all roof drainage must be directed so as to be picked up
by the infiltration basin
The drop inlet detail shows the bypass weir elevation at 37 9, but the supplement states
the overflow is at 38 0 Please revise the plans or the supplement and calculations to
reflect the correct elevation
Please contact me to set up a soils investigation with Vincent Lewis, state soils scientists
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 January 5, 2004, or the application
will be returned as incomplete The return of a project will necessitate resubmittal of all required items,
including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottoin 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.
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
N C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
ITNT
N Evot

Mr Ricky Parker
Page 2
December 5, 2003
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original documents must be
returned or new originals must be provided Copies are not acceptable If you have any questions
concerning this matter please feel free to call me at [phone]
Sincerely,
Laurie Munn
Environmental Engineer
RSS/ Ism S1WQSISTORMWATIADDINFO\20031031044 dec03 doc
cc Laurie Munn
Phil Norris, P E

Andrew & Kuske
CONSULTING ENGINEERS, INC
902 Market Street Wilmington NC 28401-4733
910/343-9653 910/343 9604 Fax
www andrewondkuske com
October 30, 2003
Ms Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re State Stormwater Permit Submittal
Parker Retail
Holden Beach, NC
A & K Project No 03191
Dear Ms Lewis
John R Andrew P E
John S Tunstoll P E
John A Kuske III P E
James T Pyrtle P E
J Phillip Norris P E
Ne01 W Andrew P E
J A Kuske P E of Counsel
C Lawrence Sneeden Jr PE
r
L
Enclosed are two (2) sets of plans for the subject protect, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-103 supplement form, one (1) copy of the
soils report by S&ME, Inc, one (1) copy of the stormwater narrative and a
$420 00 check for the processing fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
ANDREW & KUSKE
CONSULT' NGINEERS, IN
J Phillip orris, P E
Winn
03191 10-30-03-s-sw-Itr
Enclosures
cc Ricky Parker 1 F & R Development, Inc =E-1
13Y.

Dot I Design % Andrew and Kuske Sheet
902 Market St CONSULTING ENGINEERS, INC Wilmington N C 28401 l pr
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Entity Names
http //www secretary state ne us/Corporations/soskb/Corp asp948827
me,
North Carolina
sine F Marshall DEPARTMENTOF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NCj2762&0622 [phone]
1
Date 12i5i2003
Click here to
View Document Filings I I
File an Annual Report I Print a prepopulated Annual Report I
Corporation Names
Name Na le Type
F & R Development, Inc Legal
Business Corporation Information
SOSID 0051118
�OtheizL`e"Talation !
Status
Current -Active
Date Formed
9112i1984
*B Co rate'Name
„!For,NewCorporatio
Citizenship
Domestic
V
R&6Ist9r'ed,A ent
••.
State of Inc
NC
„!Starl`An.Order
Duration
Perpetual
•New
i
Paym'ant Procedures
Registered Agent
Agent Name
Parker Jr, John F
Registered Office Address
1801 Holden Beach Rd Sw
Supply NC 28462
Registered Mailing Address
1861 Holden Beach Rd Sw
Supply NC 28462
Principal Office Address
1861 Holden Bch Rd SW
Supply NC 28462
Principal Mailing Address
1861 Holden Bch Rd Sw
Supply NC 28462
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator„
Click here for help downloading forms
l of 1 12/5/2003 3 30 PM

OCT-29-03 06 33 FROM,S&ME WILMINGTON ID 9107999956
PAGE 1/6
September 17, 2003 `
Three Decades ... ns
We ltafm Me responcb We solve
F&R Development
1861 Holden Beach Road SW
Holden Beach, North Carolina 28462
Attention Mr Ricky Parker
Reference. Double Rung hifiltrometer Testing
Parker Retail
Elk Road
Holden Beach, North Caroh na
Job No 1063-03-902
Dear Mr Parker
As requested, S&11ffi personnel have recently conducted two double -ring
infiltrormeter tests of the surfZcial soils at the subject site at the approximate locations shown in
Figure 1 Specifically, our representatives performed the following work items on September 15,
2003
1 Advanced one hand -angered boring near each infiltrometer test
location in order to visually classify them place soils A Munsell
Soil Color Chart was used to define the hue and cbroma of the
recovered soil samples.
2 Conducted two double -ring mfiltrometer tests at depths ranging
from 12 to 15 inches below the existing ground surface This
testing was conducted to general accordance with American
Society for Testing and Materials (ASTIvl) procedure D-3385
entitled, "Infiltration Rate of Soils m Field Usmb Double -Ring
Infiltrometer"
Based on our field classifications of the excavated soils at the hand-augered boring
location, the in -place soils at Location l generally consisted of an approximately 14-inch thick layer
of cemented slightly silty sands This surficial layer was underlain by shAtly silty sands that
extended to a depth of approximately 6 feet Silty sands were then noted from a depth of 6 feet to
the completed bonng depth of approximately 8 7 feet.
5&ME, Inc (910) 7999945
6409 Amswdorn Way, Buddu,g B3 [phone] fox
r 11 _1.1 w 1

OCT-29-03 06 34 Fi2oM=5&ME WILMINCTON
ID391079999SO PAGE 2/6
F&R Development September I7, 2003
S& M Job Number 1063-03-902 Page Two
At Location 2, the upper 10 inches consisted of cemented slightly silty sands
Slightly silty sands were observed from a depth of 10 to 24 inches, and were underlaiii by a 12-inch
thick Iayer of slightly cemented silty sand Slightly silty sands were then encountered at a depth of
approximately 36 inches and extended to the completed boring depth of 7 feet
Water was encountered in the boreholes at depths ranging fi-om 7%z to 8%z feet below
the existing ground surface The site water level will fluctuate with climatic and seasmW
conditions, however, and may be higher or lower at other times of the year. The U S Department
of Agriculture's pubhemon entitled, "Soil Survey of Brunswick County, North Carolina," states that
the depth to the seasonal high water table at this site exceeds six feet We expect, though, that the
presence of the cemented sands within the upper 14 inches of them place soils will cause a perched
water condition to develop after periods of Heavy or extended rainfall due to the I= permeable
nature of the cemented sands
The average infiltration rate at Location 1 was approximately 25 inches per hour At
Location 2, the average infiltralbon rate was approximately 22 inches per hour A summary of the
field test results is presented in Tables 1 and 2
S&ME appreciates the opportunity to provide our services during this phase of the
project Should you have any questions after reviewing this letter, or if we can be of additional
assistance, please do not hesitate to contact us at your con vemerice
Very truly yours,
S&MR, INC.
easaJl Jm
C. Richard Connell, II
Senior Bngineenng Technician
Michael W Behen, P E
Senior Geotechnical Engineer
CRC-MWB/jns
Attacbments

OCT-29-03 08 , 34 FROM i S&ME W I LM I NGTON I D: S 1 07999956
PACE 3/6
TABLE I
Double lung YnfiltrometerTesting
Parker Retail
Elk Road
Holden Beach, North, Caroluia
Job No 1063-03-902
Location I
Date of Test September 15, 2003
Depth of Test Below Site Grade 15 inches
Depth of Water in Rings, 5%4 mches
Inner Diameter of Inner Ring 111/4 inches
Inner Diameter of Outer Ring 22%: inches
Depth to Groundwater 8% feet
Average MItration Rate 25 inches per flour
DDw Hue 'V'alue/Chronla
0-4" 2 5 Y 7/3
4"-14" 2 5 Y 5/4
14"-24" 2 5 Y 611
24"-51" 10'Y'R 5/4
51 "-72" 2 5 Y 6/3
72"-104" 10 YR 2/2
SOIL PROFILE
Soil DescnDU
Pale Yellow Fine to Medium SAND - Trace of Silt with
Organics (Cemented)
Light Olive Brown Fine to Medluin SAND - Trace of Silt
(Cemented)
Gray Fine to Medium SAND - Trace of Silt
Yellowish Brown Fine to Medium SAND - Trace of Silt
Light Yellowish Blown Fine to Medium SAND - Trace of Silt
Very Dark Brown Fine to Medium SAND - Some Silt

❑CT-29-03 06 34 FROMtS&ME WILMINGTON ID.9707959959
PAGE 4/6
i
TABLE 2
Double Ring Infiltrometer Testing
Parker Retail
Elk Road
Holden Beach, North Carolina
Job No 1063-03-902
Location 2
Date of Test September 15, 2003
Depth of Test Below Site Grade 12 inches
Depth of Water in Rings 43/4 inches
Inner Diameter of Inner Ring 11% arches
Inner Diameter of Outer Ming 22%, mates
Depth to Groundwater 71A feet
Average Infiltration Rate 22 inches per hour
SOIL, PROFILE
D�th Hue 'Value/Chroma Soil Descri ho
0-10"
2.5 Y
6/4
Light Yellowish Brown Fine to Medium SAND - Trace of Silt
(Cemented)
10".15"
2 5 Y
511
Gray Fine to Medium SAND - Trace of Silt
15"-24"
2 5 Y
7/1
Light Gray Fine to Medium, SAND - Trace of Silt
24"-36"
10 YR
2/2
Very Dark Brown Fine to Medium SAND - Some Silt
(Slightly Cemented)
36"-72"
10 YR
4/4
Dark'Yellowisb Brown Foie to Medium SAND - Trace of Slit
7211-84"
2 5 Y
6/3
Light Yellowish Brown Fine to Medium SAND - Trace of Silt

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Note: Site plan drawing provided to S&ME by Andrew & Kuske Consulting Engineers personnel.
LEGEND
Approximate Location of Infiltrometer Testing
1
62
PROJECT SCALE Not to scale
PARKER RETAIL J 0 E) NO 1063-03-902
FAR DEVELOPMENT
HOLDEN BEACH, NORTH CAROLINA *S&,ME- F1G NO, 1

OCT-29-03 09 35 FROM S&ME WILMINGTON ID 9107999968
>* 3E >E I- IE2 A" S M I S S x C> JN 12 ZED, O IZ W
PACE 8/6
SEP-17,03 13:Q4 i17:9107999958
..:IrOi3 "X-VMSLl2
I M1t'oIca MAY' I p�
TELEPHONE NUMBER
NAME ( I D NUMI19R )
START TIME
PAGES TRANSMITTED
RESOLUTION
SECURITY
MACHINE ENGAGED
S&HE W I LM I NGTON
4=ca3032: c3tI--
3439G04
91O 343 9604
SEP-17-03 13:02
005 TRANSMISSION MOUE
STD REDIALING TIMES
OFF MAILPDX
0 I ' 34
THIS TRANSMISSION IS COMPLETED
LAST SUCCESSFOL PAGE 005
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STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
PARKER RETAIL
HOLDEN BEACH, NORTH CAROLINA
For
F & R Development, Inc
1861 Holden Beach Road SW
Supply, NC 28462
[phone]
PHI t LI P VV
October 2003
Prepared by
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail office@andrewandkuske com
A & K Project No 03191

NARRATIVE
DESCRIPTION
The project site is a 1 21-acre tract located at the intersection of NC 130 and Elk
Road in Holden Beach, North Carolina consisting of lightly vegetated sandy topsoil and
grades ranging from 0 5% to 2 0% Approximately 1 0 acre will be graded to allow
construction of a commercial retail building with paved parking and paved access The
runoff from the site is estimated using the rational method 10-year design storm and
rainfall data for the area Construction is scheduled to begin as soon as all permits and
approvals are obtained
EROSION CONTROL MEASURES
The attached plans and specifications give the requirements for erosion control
measures Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outfall
The infiltration basin will be used as a silt basin during construction and restored to its
design contours prior to completion A gravel construction entrance will be constructed
at both entrances Maintenance will be provided by the grading contractor and
developer
STORMWATER MANAGEMENT MEASURES
The project site is located in Brunswick County Land disturbing on the site will
exceed one acre, which requires the site to comply with the State Regulations The
stormwater runoff from the development will be directed to an infiltration area The
stormwater detention pond was designed to accommodate this site at 25% impervious
area lot coverage
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations Additional silt fence will be installed
when and if conditions warrant during construction The detention pond/silt basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed Disturbed areas will be landscaped or seeded upon
completion

MAINTENANCE PLAN
All erosion and sediment control practices will be checked for stability and
operation following every runoff -producing rainfall but in no case less than once
every week Any needed repairs will be made immediately to maintain all
practices as designed
2 Install erosion control measures before beginning construction or as soon
thereafter as possible All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week Any needed repairs will be made
immediately to maintain all practices as designed
3 Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site The contractor shall inspect the
construction entrances on a daily basis This will require periodic top dressing
with additional No 4 stone Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately
4 Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction Inspect the erosion control around the inlets after
each rain and make repairs immediately Remove sediment when it becomes
0 50 deep to provide adequate storage volume for subsequent rains When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable sod and either salvage or dispose of it properly Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets
5 Sediment will be removed from behind the silt fence when it becomes 0 5 feet
deep at the fence The sediment fence will be repaired as necessary to maintain
a barrier
6 No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan All slopes shall be seeded and stabilized within
15 days
7 The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2 0 ft below the top of the riser Gravel will be
cleaned or replaced when the sediment pool no longer drains properly
8 No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan All slopes shall be seeded and stabilized within
15 days

9 All disturbed areas small be seeded within 15 days of disturbance All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover
10 More stringent measures shall be used to halt erosion if those shown on this plan
are not effective
11 All erosion shall be controlled including side slopes before the project is
completed
12 Remove temporary measures upon completion of project All permanent
measures will be well established before project closeout

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
GENERAL
1 1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of sod and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations
12 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations
1 3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period Use the specified seed for both temporary and
permanent seeding
2 PRODUCTS
21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide
24 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed
25 Phosphate shall be 20 percent superphosphate or equivalent
26 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent
27 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center The bottom of the fabric shall be brined a
minimum of 6 inches
28 Gravel for check dams shall be #57 washed stone

29 Aggregate for construction entrance shall be #4 washed stone
210 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown
3 EXECUTION
31 General Take every practicable measure during construction or suspension to
work to minimize erosion and siltation Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover
32 Construction Practices
3 2 1 Avoid dumping sod or sediment into any wetland or watercourse
322 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations
323 Avoid equipment crossings of streams, creeks, and ditches where practicable
324 Grade all cut, fill and ditch slopes to minimum slope of 3 1, unless otherwise
shown or directed
33 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem
331 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required
1 Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet Jute and mesh
should be installed as per manufacturer's instructions
2 Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw
3 3 2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0 5 feet above natural grade
333 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A rip rap at minimum two feet high and three feet thick across the

watercourse, with a one foot thick layer of gravel on upstream side Remove sediment if
accumulated to a depth of 10 feet at upstream face
34 Vegetative Cover Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work
341 Preparation of Seedbed Areas to be seeded shall be scanfed to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates
Lime 45 pounds per 1000 square feet
Phosphorous 20 pounds per 1000 square feet
Fertilizer 17 pounds per 1000 square feet
342 Seeding Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture Seed shall be worked into the bed to a depth of 114
inch Regrade and seed eroded areas immediately
343 Mulch all areas immediately after seeding Mulch shall be applied and anchored
as specified herembefore Reapply as necessary to retain cover until grass is
established
35 Construction Entrance Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed Remove soil if accumulated to a depth
greater than 0 5 inches
36 Maintenance The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure Permanent streambank protection and grassed areas shall be
maintained until completion of the project Areas that fad to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired
END OF SECTION