SW8050316_HISTORICAL FILE_20080903

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 05_0316
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
PC HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
oloo n
YYYYMMDD

\O�0F W A7 ,R
r
Michael F Easley Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Coleen H Sullins Director
Division of Water Quality
September 3, 2008
Mr Authur Kepes, Manager
Leland Retail Investments, LLC
2361 South Centennial Drive
Aiken, SC 29803
Subject Approved Plan Revision
Wal-mart at Westgate Leland
Stormwater Project No SW8 050316 Revision
Brunswick County
Dear Mr Kepes
On June 29, 2008, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 050316 The revisions include a change to the impervious
surface area from 40,252 square feet to 40,460 square feet (an increase of 208 square feet) of
the available 45,302 of permitted BUA for lot 3 It has been determined that a formal permit
modification is not required for the proposed changes We are forwarding you an approved
copy of the revised plans for your files Please replace the old approved plan sheet with the
new one
Please be aware that all terms and conditions of the permit issued on November 7, 2006,
remain in full force and effect Please also understand that the approval of this revision to
the approved plans for the subject State Stormwater Permit is done on a case -by -case
basis Any other changes to this project must be approved through this Office prior to
construction The issuance of this plan revision does not preclude the permittee from
complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction
If you have any questions concerning this matter, please do not hesitate to call me at (910)
796-7215
Sincerely, ��
Davi ox
Senior Environmental pecialist
ENB\dwc S \WQS\STORMWATER\PERMIT\050316PR sep08
cc James Heizer, (Commercial Site Design)
Brunswick County Building Inspections
David Cox
CWilmingtonRegionaCOffice=
Central Files
Nori`
rCarolina
Naturally
North Carolina Division of Water Quality 127 Cardinal Dnve Extension Wilmington NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet wwe newaterouihb ore Fax [phone] 623 6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/l0% Post Consumer Paper

ep
COMMERCIAL
SITE DESIGN
TRANSMITTAL COVER SHEET
�tr nnoor Road Raleigh, NC27613
848 6121 Phone [phone] Fax
www csitedesign com
TO
Malcolm Boney
C
NCDENR (Wilmington Office)
127 Cardinal Drive Ext
Wihxnngton, NC 28405
910-796-7215
SENDER
James D Heizer
PROJECT NAME
McDonald's — Leland NC (32-1452)
DATE
7/288
PROJECT NUMBER
MCD-0803
❑ OVERNIGHT ❑ REGULAR MAIL
® HAND DELIVER ❑ HOLD FOR PICKUP
COPIES DATE DESCRIPTION
2 sets Revised Civil Plans w/Updated Impervious
2 Revised Stormwater Calculations
NOTES/COMMENTS
Malcolm,
Please see revised plans to reflect the updated impervious area & calculations
Call or email me if you have any questions
'I hanks, Jimmy
RECEIVED
JUL Z 9 2008

Or�DE W AL, 9q
o E<
Date
Project Name /y/c.Do,d�La/s
Project No County ��d//S/✓it�
The Wilmington Regional Office of the Division of Water Quab re d
your Stormwater Permit Plan Revision request on Z 9
Your project will be reviewed within 75 days of receipt 6 you will be notified
if additional information is needed
If you have any questions, please contact any member of the Stornw ater
review staff in the Wilmington Regional Office at [phone]
Jo Cosmer
Administrative Assistant

COMMERCIAL
SITE DESIGN
July 29, 2008
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE McDonald's, Leland, NC
Stormwater Protect No SW8 050316
MCD-0803
To Whom It May Concern
8312 Creedmoor Road Raleigh NC27613
919 848 6121 Phone [phone] Fax
w w w csitedesign corn
Please find revised plans and stormwater calculations, for the above referenced plan
Included in this resubmittal is a change to the impervious surface area which was approved
under stormwater permit SW8 050316 as a revision for 40,252 square feet The new
proposed impervious surface area is now 40, 460 square feet (an increase of 208 square
feet) of the available 45,302 square feet of permitted BUA for lot 3 As per the approval letter
for the plan revision by Malcolm Boney, no formal permit modification is required Please
review and let me know if you have any questions or need any additional information from
my office
Sincerely,
COMMERCIAL SITE DESIGN, PLLC
'�-"Y111
James Heizer
Protect Manager
RECEIVED
BY:
JUL 2 9 2008

44p,��
COMMERCIAL
SITE DESIGN
83i2(ice dn,,o,Roo a Ra'eiyhN(z76
919 S S 6121 Phone [phone]a1 ak
s, „w c ited�s1an cow
Stormwater Management Calculations
McDonald's
New Pointe Boulevard
Leland, North Carolina
CSD Project No.: MCD-0803
�N CAR
ESS/'
.Q� .��L
33782
July 8, 2008
Revised: July 23, 2008

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TABLE OF CONTENTS
SECTION I - EROSION AND SEDIMENT CONTROL
1 1 PROJECT DESCRIPTION
1 2 EXISTING SITE CONDITIONS
1 3 ADJACENT AREAS
14 CRITICAL EROSION AREAS
1 5 EROSION AND SEDIMENT CONTROL MEASURES
I S 1 STABII ]ZED CONSTRUCTION LN 1 RANCE/LXIT
(RFFERENCE NCESCPDM STD & SPEC 6 06)
152 SILI 1 LNCE
(REF ERI-NCE NCESCPDM S FD & SPEC 6 62)
1 5 3 BLOCK AND GRAVEL INI ET PRO I ECTION
(REFERENCE NCESCPDM STD & SPEC 6 52)
1 6 VEGETATIVE STABILIZATION
1 7 TEMPORARY STABILIZATION
18 MAINTENANCE
19 CONSTRUCTION SEQUENCE
SECTION II - STORMWATER MANAGEMENT
2 1 STORMWATER NARRATIVE
SECTION III - APPENDICES
APPENDIX A- MISCl-1 LANLOUS Si I E DA I A
APPENDIX 13 - POS I DL-VI 1 OPMCN 1 HYDROLOGIC CALCULA I IONS
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SECTION I - EROSION AND SEDIMENT CONTROL
1 I PROJECT DESCRIPTION
7 his report addresses expected erosion and sediment control and storm water management
for the proposed development of McDonald's in Leland, North Carolina The property is
located along US Highway 17 approximateh 1 2 miles southwest of the US Highway 17 and
US Highway 74 interchange I he site total acreage is 1 31 acres The proposed development
will consist of a single -story 4,489 square foot building with curb islands and associated
parking The proposed development will result in 40,460 sf of built upon area,
approximately 70% impervious
1 2 EXISTING SITE CONDITIONS
The lot is currcndi vacant and consists of a predommandy sandy ground cover fhe lot
appears to have bcen mass graded with the overall development Runoff from the site
spreads equallv to the northwest and southeast corners
1 3 ADJACENT AREAS
The northern portion of the site fronts onto NC Highway 17 Commercial development
borders the site, to the east and west New Pointe Boulevard provides acctss to the site to
the south
1 4 CRITICAL EROSION AREAS
The most critical erosion area will be the surface of the working area during construction
operltions If grass is not established on dormant denuded areas then there is a significant
potential for the covered areas to be eroded and for sediment to be earned in the runoff To
rmnimvc the potcnual for erosion, covered areas that are temporarily inactive will be seeded
within 14 working dal s after placement of the soil cover
15 EROSION AND SEDIMENT CONTROL MEASURES
All vegetative practices and erosion and sediment control features shall be designed,
constructed and maintained in accordance with the North Carolina I rosion and Sediment
Control Planning Standards and Specificauons I he features art designed to control runoff
resulting from the 10-year frequency storm Plan -view drawings with dcriils are provided
1 5 1 S I ABI1 ]ZED CONS IRUCI-ION ENTRANCE/EXI I
(REFERENCE NCESCPDM STD & SPEC 6 06)
Stabili/ed construction entrances should be used at all points where traffic will be leaving a
construction site and moving dnrecth onto a public road Wash down facilities may be
required as dircctcd bN your local approving agency Construction entrincts should be used
McDonald's — Leland, NC
MCD-0803
7/23/2008
2
E

in conjunction with the stabilvation of construction roads to reduce. the amount of mud
' picked up by vehicles
1 5 2 SILT FENCE -
(REFERENCE NCESCPDM STD & SPEC 6 62)
Sediment fences will be provided downgradicnt of the proposed site grading at the locations
shown on the drawings The sediment fences will direct flow to either a sediment dcposmon
area behind the fence or to a sediment trap Silt fences are not to be used across channels or
in areas of concentrated flows
' 1 5 3 BLOCK AND GRAVLh INLET PRO I F_C 1 ION
(RFFI-RLNCE NCESCPDM S17D & SPEC 6 52)
Block and gris el inlet protection will be utili7ed on this site 1 he inlet protections are
utilized to help prevent sediment from entering the storm drains bcforc stabdi7ing the.
contnbuting watershed This practice allows earh use of the storm dram system
16 VEGETATIVE STABILIZATION
Vegetative cover shall be re-established within 15 working days or 30 calendar divs after
completion of the activity, whichever period is shorter Refer to plans for temporary and
' permanent seeding schedule and specifications
17 TEMPORARY STABILIZATION
Disturbed areas will be vegetated in accordance with section 3 0 of the North Carohn i
' Erosion and Sedimentation Control Design Manual and the seeding specifications
I emporary control features will remain in place and will be maintained until the up -gradient
disturbed area has been stabilized with vegetative cover
18 MAINTENANCE
' All erosion and sediment control measures will be checked for stability and operation
following even runoff -producing rainfall but in no case less than once every week Any
needed repairs will be made immediately to muntam all measures as designed
Sediment fences shall be inspected at least once a wcck and after each rainfall event Repairs
shall be made immediately Sedumcnt deposits shall be removed as needed to provide.
adequttc storage volume for the next rainfill event, and to r duce pressure on the fe.nee
I encmg materials and sediment deposits shall be removed, and the, area brought to grade.
following stibilt7ation of upgradient disturbed areas
1 9 CONSTRUCTION SEQUENCE
' 1 Schedule a pre -construction conference with the environmental engineer
Obtain i land -disturbing permit
' 3
McDonald's —Leland NC
MCD-0803
7/8/2008

' 2 Install gravel construction entrance, silt fence, and other measures as shown
on the approved plan Clear onh as ncccssan to install these dcNiccs Secd
temporary diversion ditches and berms immediately after construction Sec
seeding schedule on approved plans
3 Call for onsite inspection by conservation inspector and obtain certificate of
' compliance.
4 Begin demolition/eleanng/grubbing and general excavation onsite It is the
' responsibihty of the contractor to phase/stage, erosion control as necessary
to allow for proper construction activity
' Note Contractor shall inspect and repair all erosion devices at least once a
week and after every rainfall of'1 inches or greater Grading acmin shill be
prohibited in the areas of the sediment control deuces until the areas
upstream of these devices have been stabilized and approved
5 Install approved inlet protection
' 6 Stabihze site as areas are brought up to finish grade with vegetation, paving,
ditch linings, etc Seed and mulch denuded areas within 15 days of
' completion of any phase of construction, all areas shall be stabihzed within
21 days
7 When construction is complete and all areas arc stabilized completeh, call for
inspection by environmental inspector
' 8 If site is approved, remove silt fencing, inlet protection, etc Seed or pave any
resulting bare areas All remaining permanent erosion control devices, such
as outlet protection, should now be installed or brought online
9 When vegetation has become established, call for i final site mspeetion by
the environmental cngmccr Obtain a certificate of completion
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' McDonald's — Leland, NC
MCD-0803
7/8/2008
1

SECTION II - STORMWATER MANAGEMENT
2 1 STORMWATER NARRATIVE
Stormwater management for the proposed McDonald's property is provided by a detention
pond constructed with the Shopper at Westgate development From the existing Stormwater
permit for the overall development (SW8 050316), development for the McDonald's project
(Outlet 3) is limited to 45,302 sf The existing state stormwater permit is provided in the
miscellaneous site data section of this report I he following report provide detailed
' information regarding the post development h}drology for the proposed McDonald's site
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' McDonald's — Leland, NC
MCD-0803
7/8/2008

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1 APPENDIX A - MISCELLANEOUS SITE DATA
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1 McDonald'~ — Leland, NC
MCD-0803
7/8/2008
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' MCDONALDS LELAND NC SITE SOILS INFORMATION J ALDRIDGE PE
MCD 0803 7/8/2008
' HYDROLOGIC SOILS GROUP INFORMATION
Sod information for site aquired via Web Sod Survey
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%HSG A= 00%
%HSG 8= 01%
°/ HSG C = 99 9%
%HSG D= 00%
COMPOSITE SCS CN CALCULATION
Watershed sods are from HSG B & HSG D The relative percentage of each HSG was calculated
These percentages were then used in the computation of the composite curve number
Cover Condition
SCS CN HSG A
Impervious
98
Open
39
Wooded
30
Cover Condition
SCS CN HSG B
Impervious
98
Open
61
Wooded
55
e
Cover Condition
Impervious
SCS CN HSG C
98
Open
74
Wooded
70
Cover Condition
SCS CN HSG D
Impervious
98
Open
80
Wooded
77
Cover Condition Composite SCS CN
Impervious 98
Open 74
Wooded 70
1
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m= m m= a==== m m m m
181
N
11 . 316 620 3781640 3781660 3YB 660 3781700
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37800 3I8620 37B 6<0 JIB 660 3781680 3I8700
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Soil Map —Brunswick County North Carolina
(McDonalds Leland NC)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Very Stony Spot
Original sod survey map sheets were prepared at publication scale
Q
Area of Interest (AOp
Viewing scale and printing scale however may vary from the
Wet Spot
original Please rely on the bar scale on each map sheet for proper
Soli.
♦
Other
map measurements
Sal Map Unds
Special
Line Features
Source of Map Natural Resources Conservation Service
Special
Point Features
Gully
Web Soil Survey URL hftp //websodsurvey nres usda gov
i I
Blowout
Coordinate System UTM Zone 17N
Short Steep Slope
®
Borrow Pit
This product is generated from the USDA NRCS certified data as of
..
Other
the version dale(s) listed below
X
Clay Spot
Political Features
Soil Survey Area Brunswick County North Carolina
♦
Closed Depression
Municipalities P
Survey Area Data Version 12 Feb 27 2008
*
Gravel Pit
p
Cities
Date(s) aerial Images were photographed 3/6/1993
Gravelly Spot
Urban Areas
The orthophoto or other base map on which the soil lines were
p
Landfill
Water Features
compiled and digitized probably differs from the background
®
Oceans
imagery displayed on these maps As a result some minor shifting
q
Lava Flow
of map unit boundaries may be evident
,y,
Marsh
Streams and Canals
V
Mine or Quarry
Transportation
+Hf
Rails
®
Miscellaneous Water
Road.
Perennial Water
�y
Interstate Highways
.�
Rock Outcrop
US Routes
}
Saline Spot
State Highways
Sandy Spot
Local Roads
�-
Severely Eroded Spot
Other Roads
p
Sinkhole
�t
Slide or Slip
ar
Sodic Spot
$
Spoil Area
Q
Stony Spot
uy� Natural Resources Web Sod Survey 2 0 7/8/2008
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Brunswick County North Carolina
McDonalds Leland NC
Map Unit Legend
Brunswick County North Carolina (NC019)
Map Unit Symbol Map Unit Name Acres In AOI
Percent of AOI
Fo Foreston loamy fine sand 1 4
99 9
On Onslow fine sandy loam 0 0
0 1
Totals for Area of Interest (AOI) 1 1 41 100 0%
USIA Natural Resources Web Soil Survey 2 0 7/8/2008
;ms-m Conservation Service National Cooperative Sod Survey Page 3 of 3

JUN-24-2008 TUE 12 36 PM NCDENR — FAX NO 9103602004
P 02
M"haci F pa5lcv, Gnv°"t°r
r� See,ewry
'`� OFNIAT�'R
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Mr Arthur Kepes, Manager
ts, LLC
Leland Retail Investmen
2361 South Centennial
nt nnial Drive
W11112m6 Bassi
Nonh Cnmhna Dcpa*aT'°nt of E jvll "ment'd 14""1 Rcsoor
Alan W Kitmck P E Dircctoc
Dwiston of Watcr Quahry
November 7, 2006
Aiken, SC 29
Subject Stormwater Permit No SW8 050316 Modification
Wal-Mart at Westgat0 LelaionndOject
High Density
Brunswick County
Dear Mr Kepes complete Stormwater Management Permit review of the laps
The Wilmington Regional Office received a comp j with the
as proposed, will comply
Application for Wal-Mart at Westgate Leland on November 7� 2 000 We are forward "9 Pelt No
and specifications has determined that the project, cAC for the construction of the project, Wal-
Stormwater Regulations set forth in Title 15A , 200 2H 1he
SW8 050316 Modification, dated November 7,
Mart at Westgate Leland
specified therein Please pay special attention to
ntil November 7, 2016 and shall
This permit shall di effective from the date of issuance herein Pie a establish an adequate
subject to the conditions and limitations as stem will result in
the Operation and Maintenance requirements in this p management system system for operation and maintenance of the stormwater inanag
future compliance problems portionrshp of any of the property
of Owne 6 Of
Item
Please be aware that poor to the sale or transfer In addition, each outparcel or future
deed restrictions and ceovenants must be nt Permit SW8 050316) recorded (see ate
section,ch o must obtain a separate
stormwater Management is not retained by the Persia e m on the lot
development area whose ownership Permit prior to any
Off site State Stormwater Managementhermit are unacceptable, you have
or limitations contained in this permit
within thirty (30) days
If any parts, requirements' hearing upon written requestpetition,
the right to request an.
following receipt of this permit This request must be in the form of a d filed
such demands
conforming to Chapter 150E of the Nord °Rale Raleigh, NCl27611.7447 d filed with the Office of
Administrative Hearings. P O Drawer
are made this permit shall be final and binding
"mc�
Cuswmc Setvicc
Extta
an
North Carohna Drvrsion Or' 'ata Quahry Ir Ca,dmai T au lffa 'lr
Wtlmmgton NC 28405 phone (910) 6.72�15 1 877 6'_3.6748
Fax
Intcrnct � t=�°�enIY.L'LC
W,I.... to n P-09"�l arriac
_ .. ___ ,w iex.m=,Na arl,an EmoloYet-56%ReCYdedl10%Poll CxSViner FaPCf

JUN-24-2008 TUE 12 36 PM NCDENR FAX NO 9103502004 P 03
if you have any questions, or need additional information concerning this matter, please
contact Rhonda Hall, or me at [phone]
' Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
' ENBlrbh S \WQS\STORMWATER\PERMIT\050316 Mod nov06
cc Gray Engineering Consultants, Inc
Brunswick County Inspections
' Division of Coastal Management
Rhonda Hall
Wilmington Regional Office
' Central Files
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' Page 2 of 11

JUN-24-2008 TUE 12 37 PM NCDENR
FAX NO 9103502004
State Stormwater Management Systems
Permit No SW8 050316 Modification
P 04
' STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
' HIGH DENSITY SUBDIVISION DEVELOPMENT
' In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
' PERMISSION IS HEREBY GRANTED TO
Arthur Kepes and Leland Retail Investment, LLC
' Wal-Mart at Westgate Leland
Brunswick County
FOR THE
aconstruction, operation and maintenance of two wet detention ponds and
construction of impervious areas with runoff to be treated in an offsite permitted
' stormwater facility in compliance with the provisions of 15A NCAC 2H 1000
(hereafter referred to as the "stormwater, rules') and the approved stormwater
management hed and on
file with and approved oved by the Division of Water QuaP� and consideredlans and specifications and other supporting data as
sidered aapart of his
' permit The stormwater runoff from a portion of the site (0 75 acres - DA 3) will be
routed to a wet detention pond operated and maintained by Summer Tree
Developers, Inc under the terms and conditions set forth in Permit No SW8
' 990807
This permit shall be effective from the date of issuance until November 7, 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 The stormwater system has been approved for the management of onsite
stormwater runoff as described in Section 16 on page 4 Pond 1 has been
designed to handle the runoff from 858,132 square feet of built -upon area and
Pond 2 has been designed to handle the runoff from 317,076 square feet of built -
upon area The offsite runoff associated with this project has been approved to
be discharged into a stormwater management system permitted under SW8
990807, as described in Section 17 on page 5 of this permit
' 3 The built -upon area allotted to this development by Stormwater Management
Permit No SW8 990807 is 97,008 square feet (85% of lot area [Lots 8 &91)
This project proposes 5,663 square feet
' Pane 3 of 11

JUN-24-2008 TUE 12 37 PH NCDENR FAX NO 9103502004 P
05
State Stormwater Management Systems
�1A
fi
Permit No SWS 050316 Modfcation
02\19
'
1000
t
Approved plans and specifications for this protect are incorporated by reference
and are enforceable parts of the permit
�
Al
�,
5 Each parcel or future development area within the subdivision whose ownership
i
is not retained by the permittee, must submit a separate Offsite Stormwater
Management Permit application package to the Division of Water Quality and
receive a permit prior to any construction on the lot
6 The following design elements have been permitted for this wet detention pond
Stormwater facility, and must be provided in the system at all times
Pond 1 Pond 2
a Drainage Area, acres 238 9 9
Onsite,ft2 1,036,728 431,244
'
Offsite, ft2 None None
b Total Impervious Surfaces, ft2 858,132 317,076
Buildings, ft2 47,700 203,818
Streets, ft2 21,780 0
Parking, ft2 545,196 78,408
Sidewalks, ft2 34,850 34,850
Outlot 1 45,999 0
t
Outlot 2 44,954 0
.,,Outlot 3 4u q.1tu PR gl3408) 45,651 0
C 45,51 0
e
Outlot 4
Gas Oultot 25,700 0
c Pond Depth, feet 6 5 8
d TSS removal efficiency 90 90
e Design Storm, inches 1 1
f Permanent Pool Elevation, FMSL 15 5 160
tg
Permitted Surface Area @ PP, ft2 43,429 20,840
h Permitted Storage Volume, ft3 92,276 42,957
'
i Storage Elevation, FMSL 17 5 178
t Controlling Orifice 3"0 pipe 2"0 pipe
'
k Permanent Pool Volume, ft3 180,740 49,987
'
1 Forebay Volume, ft3 39,850 11,681
m Maximum Fountain Horsepower 3/4 1/6
'
n Receiving Stream Jackeys Creek Jackeys Creek
o River Basin Cape Fear Cape Fear
'
p Stream Index Number 18-77-3 18-77-3
q Classification of Water Body C, Sw C. Sw
'
Page 4 of 11

JUN-24-2008 TUE 12 37 PM NCDENR
FAX NO 9103502004
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State Stormwater Management Systems
Permit No SW8 050316 Modification
Lots 8 and 9 have offsite drainage to a permitted wet detention pond (SW8
990807) Lots 8 and 9 have a total permitted drainage area of 114,127 sq ft
(2 62 ac) and are limited by this permit SW8 050316 to total impervious
surfaces of 5,663 square feet (0 13 acres) or 5% The following wet detention
pond design criteria from Permit No SW8 990807 are listed for reference
purposes
Design Criteria
a Drainage Area, acres
Onsite, ft2
Offsite, ft2
b Total Impervious Surfaces, ft2
c Design Storm, inches
d Pond Depth, feet
e TSS removal efficiency, %
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
h Permitted Storage Volume, ft3
1 Temporary Storage Elevation, FMSL
t Controlling Orifice
k Permitted Forebay Volume, ft3
I Receiving Stream/River Basin
m Stream Index Number
n Classification of Water Body
o Max horsepower for a fountain
II SCHEDULE OF COMPLIANCE
Permitted Pond, SW8 990807
193
840,708
none
635,976 (12 lots, 85% BUA ea )
10
75
90
90
26,530
57,110
11 0
30
10,000
Jackeys Creek ! Cape Fear
18-77-3
C, Sw
Decorative fountains not allowed
' 1 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
' approval from the Division
2 The permittee is responsible for verifying that the propposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner
' 3 If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area Any approvals given by the Board do not relieve the homeowner
' of the responsibility to maintain compliance with the permitted BUA limit
4 The permittee shall submit to the Director and shall have received approval for
1 revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to the approved plans, regardless of size
' b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area
Page 5 of 11

tJUN-24-2008 TUE 12 37 PM NCDENR
FAX NO 9103502004
State Stormwater Management Systems
Permit No SW8050316 Modification
P 07
' e Further subdivision, acquisition, or sale of all or part of the protect area The
protect area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
5 The Director may determine that other revisions to the project should require a
' modification to the permit
6 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
' 7 The runoff from the permitted built -upon area must be directed into the permitted
stormwater system
8 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
e 9 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
10 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
' 11 Upon completion of construction, pnorto 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
' 12 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
' 13 Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual
' 14 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to
' a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of side slopes
d Immediate repair of eroded areas
' Perna 6 o` 11

1
JUN-24-2008 TUE 12 38 PM NCDENR FAX NO 9103bU20Ua P U8
State Stormwater Management Systems
Permit No SW8 050316 Modification
' e Maintenance of side slopes in accordance with approved plans and
specifications
' f Debris removal and unclogging of structures, orifice, catch basins and
piping
q Access to all components of the system must be available at all times
15 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
16 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
17 Prior to the sale of any lot, the following deed restrictions must be recorded
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 050316, as issued by
the Division of Water Quality under NCAC 2H 1000
' b The State of North Carolina is mace a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit
c These covenants are to run with the land and be binding on all persons and
' oarties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality
e Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality
f The maximum built -upon area for the outparcel(s) or future development
' area shown on the approved plan is as follows
Description of Area BUA ft2
Future Lease Area 25,701
Outlot 1 45,999
Outlot 2 44,954
r-Outiot 3 45,302D
Outlot 4 451651
This allotted amount includes any built -upon area constructed within the lot
1pine nllybounclanes� and thatil he edge of the pavemention of the Bu t uponarea-way between the includes, but is not
frontlot
limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not Include raised, open wood decking,
' or the water surface of swimming pools
g Lots within CAMA's Area of Environmental Concern may be subject to a
1 reduction In their allowable built -upon area due to CAMA regulations
h The runoff from all built -upon area within the outparcel or future development
area must be directed Into the permitted stormwater control system
Built -upon area in excess of the permitted amount will require a permit
' modification
j The connection from the outparcel's collection system into the stormwater
control shall be made such that short-circuiting of the system does not occur
' PP-P 7 of 11

' JUN-24-2008 TUE 12 38 PM NCDENR FAX NO 9103502004 P 09
State Stormwater Management Systems
Permit No SW8 050316 Modification
' k For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall submit a separate Offsite
Stormwater Management Permit application to the Division of Water Quality
' and receive a permit prior to any construction on the lot
18 A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds
' 19 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
20 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
e c The falling water from the fountain must be centered in the pond, away from
the shoreline
d The maximum horsepower for the fountain's pump is based on the
permanent pool volume The maximum pump power for a fountain in Pond
' #1 and Pond #2 is 3/4 and 116 horsepower, respectively
21 Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
' raised, open wood decking, or the water surface of swimming pools
III GENERAL CONDITIONS
' 1 This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
' "Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
' Designer's Certification and a signed Operation and Maintenance plan The
project must be in good standing with DWQ The approval of this request will be
considered on its merits and may or may not be approved
' 2 The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request
3 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, In
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
4 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction
' Pace 8 of 11

JUN-24-2008 TUE 12 39 PM NODENR
l HX NU JI UJbULUU4 Y l U
State Stormwater Management Systems
Permit No sm o5wi6 Modification
1
1
1
e
1
I
1
L_I
5 In the event that the facilities fail to perform satisfactorily, Including the creation of
nuisance conditions, the Per mittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuanoe or
termination does not stay any pen -nit condition
for
purpolses ee of inspectingnts ission the stoostaff of rmwaterfacilities urinWQ to g normal ess theproperty
hours e
a The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days
9 A copy of the he Permi ee forpa mirovend
lsof ten yand secifications shall be maintained on lby
ears from the date o the completion
construction
Permit issued this the 7"' day of November, 2006
NORT ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Al IImek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 050396 Modification
Paae 9 of 11

_ JUN-24-2008 TUE 12 39 PM NCDENR
FAX NO 9103502004
State Stormwater Management Systems
Permit No SW8 050316 Modification
P 11
1
' Wal-Mart at Westgate Leland
Stormwater Permit No SW8 050316 Modification
Brunswick County
1
Designers Certification
Page 1 of 2
, as a duly registered in
the State of North Carolina, having been authonzed to observe (periodically/weekly/full
time) the construction of the project,
' (Project)
1
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form are a part of this Certification
Noted deviations from approved plans and specifications
' Signature
' Registration Number
Date
SEAL
Page 10 of 11

JUN-24-2008 TUE 12 39 PM NCDENR
FAX NO 9103502004
State Stormwater Management Systems
Perrnd No SW8 050316 Modfication
P 12
'
Certification Requirements Page 2 of 2
'
1
The drainage area to the system contains approximately the permitted
acreage
'
2
The drainage area to the system contains no more than the permitted
amount of built -upon area
3
All the built -upon area associated with the project is graded such that the
'
runoff drains to the system
4
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
e10
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, a
forebay, and the vegetated filter
'
15
The required dimensions of the system are provided, per the approved
plan
' cc NCDENR-DWQ Regional Office
Brunswick County Building Inspections
1
' Pace 11 of 11

I
1
APPENDIX B - POST DEVELOPMENT
HYDROLOGIC CALCULATIONS
11
0
I
I
CI
ri
I
0
I
7
McDonald's — Lcland, NC
MCD-0803
7/8/zoos
1

1
1
1
1
1
1
MCDONALDS LELAND NC
MCD 0803
POST DEVELOPMENT
SCS CURVE NUMBER
Cover Condition
SCS CN
Impervious
98
Open
74
Wooded
70
TOTAL SITE
DRAINAGE AREA
HYDROLOGIC CALCULATIONS
Post Development
Cover Condition _
SCS CN
Area (sq ft)
Area (acres)
Impervious
96
40460
093
Open
74
16948
039
Wooded
70
0
0 00
Total Area =
1 32
acres
%Impervious=
7060%
Composite SCS CN =
91
TIME OF CONCENTRATION
The time of concentration is assumed to be a conservative 5 minutes
Time of Concentration = 500 minutes
J ALDRIDGE PE
7/23/2008

TRANSACTION REPORT
P 01
JUN-24-2008 TUE 12 39 PM
FOR' NCDENR
SEND
DATE START RECEIVER
JUN-24 12'36 PM 919198483741
9103502004
TX TIME PAGES TYPE
3'38" 12 FAX TX
TOTAL
NOTE
OK
3M 38S PAGES
Qla
NCDENR
North Carolina Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Michael F Easley, Governor
F4% CO` ER SHEET
Date. (o--�4 -O
To: -� O fN
Co-
Fa.. 0 19 846 -3? 4
IZemarn5. 1,, la\-MA,r�7
>K
M# DP
679
12
'billiarnG RosbJr, )elrcton4
# pages 1-2--
From pwr -r llz�x55cll
Division
F kX # 910-350-2004
Le lid --Sw Nrfi
1-27 C. tlinal D �e C/t WilanSlan Ncinh :arcbna 2,4u5 3845 Fnone 910 79b 72151 FRY 910 350 2004