SW8990802_CURRENT PERMIT_20030513

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO, SW
DOC TYPE CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE, l
YYYYMMDD

0�0W A 7`rRQG Michael l=. Easley, Governor
y William G. Ross Jr., Secretary
C North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
May 13, 2003
Mr. Jon T. Vincent, Member/Manager
Brunswick Properties, LLC
5315 S. College Road
Wilmington, ITC 28412
Subject: Permit No. SW8 990802
Leland Food Lion
High Density Stormwater Project
Brunswick County
Dear Mr. Vincent:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Leland Food Lion on March 13, 2003. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 990802
dated May 13, 2003, for the construction of the subject project.
This permit shall be effective from the date of issuance until May 13, 2013, 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. Please replace sheet C2 of the previously approved plan set with the
enclosed approved Sheet C2.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSlarl: S:1WQSISTORMWATIPERMIT1990802.may03
CC' Phil Tripp, P.E.
Delaney Aycock. Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer service~=
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENri

State Stormwater Management Systems t
Pennit No. SW8 990802 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Jon T. Vincent, Brunswick Properties, LLC
Leland Food Lion
Brunswick County
Melt- 111 `.i9
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 May 13, 2013, and shall be subject
to the following specified conditions and Iimitations-.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has .
been designed to handle the runoff from 305,820 square feet of impervious area, and
includes the 2 outparcels.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for Outparcel #2 is limited to 41,469
square feet.
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.
2

State Stormwater Management Systems
Permit No. SW8 990802 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Leland Food Lion
Permit Number:
SW8 990802 Modification
Location:
Brunnwick County
Applicant:
Ton T. Vincent, Member/Manager
Mailing Address:
Brunswick Properties, LLC
5315 S. College Road
Wilmington, NC 28412
Application Date:
September 28, 1999
Modified March 13, 2003
Receiving Stream/River Basin:
UT Sturgeon Creek / Cape Fear
Stream Index Number:
18-77-1
Classification of Water Body:
"C Sw"
Drainage Area, acres:
13.80
Onsite, sq. ft.:
13.80
Offsite, sq. ft.:
0
Total Impervious Surfaces, sq. ft.:
305,820
Food Lion Tract:
218,439
Dollar General:
45,912
OP #2:
41,469
Pond Depth, feet:
6.0
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
34.50
Permitted Surface Area, sq. ft.:
33,258@Permanent Pool
Permitted Storage Volume, cubic ft.:
34,560
Temporary Storage Elevation, FMSL:
35.5
Controlling Orifice:
2.5" 9 (drawdown in 2-5 days)
Permitted Forebay Volume, cubic ft.:
31,662
3

State Storm,.~rater Management Systems ,
Permit No. SWS 990802 Modification
II. SCHEDULE OF COMPLIANCE
The stonnwaler 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.
5. Decorative spray fountains will not be allowed in the stonmwater treatment system.
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 maybe 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 final site layout and grading plans for any permitted
outparcels that drain to the pond, as shown on the approved plans, prior to construction. If
the proposed BUA exceeds the amount permitted under this permit, or if the outparcel
changes ownership, a modification to the permit must be submitted and approved prior to
construction.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
11. The permittee 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.
4

State Stormwater Management Systems
Permit No. SW8 990802 Modification
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. Prior to the sale of any outparcel, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8990802, as issued by the Division
of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
£ The maximum built -upon area for Outparcel #1 (Dollar General) is 45,912 square
feet, and for Outparcel #2, it is 41,469 square feet. The allotted amounts include
any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
g. All built -upon area on the outparcel must be graded to drain into the permitted
system.
14. 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 CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
15. 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.

State Stormwater Manauement Svsterns
Permit No, SWS 990802 Modification
16.. The permttee must maintain the current permitted drainage area, No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stonnwater
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 Director 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 Pennittee 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.
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 May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
T— Division of Water Quality
By Authority of the Environmental Management Commission
0

State Stomiwater Management Systems
Permit No. SW8 990802 Modification
Leland Food Lion
StorniNvater Permit No. SW8 990802
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,
eject)
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 990802 Modification
Certification Requirements:
l.' The drainage area to the system contains approximately the permitted acreage,
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5: The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
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
Delaney Aycock, Brunswick County Building inspections

Date Received Fee Paid Permit. Number
3-13-0003 - 560IT9906?0Z o0
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc, who owns the project):
Brunswick Proper —ties LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
!on T. Vincent, Member Manager
3. Mailing Address for person listed in item 2 above:
5315 S. College Road _ ^
City: Wilmington _ —State'. NC Zip: 28412
Telephone Number: 910-799-6901
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Leland Food Lion
5. Location of Project (street address):
SR 1479, Mt. Mise _ Road
City: _Leland County: Brunswick
6. Directions to project (from nearest major intersection):
—Approx. 700 If north from the intersection of US HM 74/76 and SR 1479
7. Latitude : N 34" 14' 00" Longitude: W 770 02' 00" of project
8. Contact person who can answer questions about the project:
Name: Phillip G. TrippTelephone Number: 910-763-5100
ll. PERMIT INFORMATION:
1. Specify whether project is (check one)
New
Renewal X Modification
Form SWU-101 Version 3.99 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing pert -nit number SW8 990902 and its issue date (if known)
3. Specify the type of project (clieck one):
Low Density X High Density _ Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CANIA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Storrnwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6749.
Ill. 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,
wet detention pond
2. Stormwater runoff from this project drains to the -Cape Fear River basin.
3, Total Project Area: 13,2 acres 4. Project Built Upon Area: 50.9 'Yo.
5. How many drainage basins does the project have'? I
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.
Receiving Stream Name
Unnamed trib to Sturgeon Creek
Receiving Stream Class
C-SW
Drainage Basin Area
13.80 ac
Existing Impervious * Area
-
Proposed Impervious * Area
7.02 ac
% Impervious* Area (total)
50,9%
a
..........
Z
On -site Buildings 49,500 sf
On -site Streets -
On -site Parking 161,589 sf
On -site Sidewalks 7,350 sf
Other on -site 87,381 sf
Off -site
Total: E=305,820 sf 1:=
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Forni SWU-101 Version 3.99 Page 2 of 4

7. How was the off site impervious area listed above derived?
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 SW8 990802 as ismied by the Division of Water Quahl) These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feel ofany lot shall he covered by structures of impervious materials.
Impervioia 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.
Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior
to construction.
5. All permitted runofffrom 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
inlegrity 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-lag
Wet Detention Basin Supplement
Fonn SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
VI. SUBMITTAL REQUIREMENTS
Form SWU-101 Version 3.99 Page 3 of 4

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.
l . Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form Cr c
• One copy of the applicable Supplement Forn(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) y ��
• Detailed narrative description of stormwater treatment/management L"
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and date
- Mean high water line
- Dimensioned property/project boundary
- Location neap 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)
Vll. 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); Tripp Engineering, P.C.
Mailing Address: 419 Chestnut Street
Cit_v: WilminLYton _ State: NC Zip: 28401
Phone: [phone] Fax: [phone]
Vill. APPLICANT'S CERTIFICATION
1, (print or type name of p rson listed i General Information, item 2) Jon T. Vincent
certify that the information included of this permit application form is, to the best of my knowledge, correct and
that the project will be cons ructed in onforrnance with the approved plans, that the required deed restrictions
and protective covenants wi 1 be rec ded, and that the proposed project complies with the requirements of 15A
NCAC 2H .10U. . t
Signature:
12
Date: 2/2i 0 ?Z
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. SW8 990802
(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
This form may he photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
PROJECT INFORMATION (please complete the following information):
Project Name: Leland Food Lion
Contact Person: Phillip Tripp Phone Number: 910 763-5100_
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
28.5
ft.
Permanent Pool Elevation
34.5
ft.
Temporary Pool Elevation
35.5
ft.
areas
Permanent Pool Surface Area 33 258 sq.ft.
Drainage Area
Impervious Area
volrtntes
Permanent Pool Volume
1'emporary Pool Volume
Forebay Volume
Other parameters
SAIDA`
Diameter of Orifice
Design Rainfall
Design TSS Removal2
13.8 ac.
7.02 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflo+v)
(water surface area at the orifice elevation)
(on -site and off --site drainage to the hasin)
(on -site and off -site drainage to the, hasin)
157,885_ cu.ft. (combined volrrrite of main bctsin and forebcty)
71 721 cu.ft. (volume detained above the permanent pool)
31,662_ cu.ft. (approximately 20% of total volume)
2.77 (surface area to drainage area ratio front DWQ table)
2.5 in. (2 to 5 &ty temporary pool draw -down required)
1 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
I. When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual i►npervious %. 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 filler may be waived if the wet. detention basin is designed to provide
90" , TSS removal. The NCDBNR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. 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 total basin volume.
c. The temporary pool controls runoff from the design storm event.
r_&_,_ d. The temporary pool draws down in 2 to 5 days.
NA 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.
ri)(I g. The basin side slopes above the permanent pool are no steeper than 3:1,
Gym h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
(� j. A trash rack or similar device is provided for both the overflow and orifice.
]X k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
7 m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III: 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) ❑ does does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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.e. 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 not be handled in a manner that will adversely impact water quality
(i.e. 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 4.5 _ feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 34.5
SedimentVnoEl. 32.25 75 /,-______--Sediment Removal Elevation 30.0�Boltaon 31.5 5°/,�----------------------------------------------
Bottom Elevation 28.5 25'%�
FOREBAY 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 possible.
Form SWU-102 Rev 3.99 Pale 3 of 4

7, 'Al components of the wet detention basin system shall be maintained in good working order.
l acknowledge and agree by my signature below that 1 am responsible for the performance of the seven
maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Jon T. Vincent
1
Title: Member Manner, Brunswick Properties. LLC
Address: 5315 S. Co
Phone: 910-7
Signature:
Date:
rJ >K 'f C
Note: The legiff Oesponsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
1, Della C. Baird , a Notary Public for the State of North Carolina , County of
Pender do hereby certify that Jon T. Vincent personally
appeared before me this Z.2 day of August_ , _2002 and acknowledge the due execution of
the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
��114k1111I111f/l,
.�:. s�4i9a-
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SEAL
My commission expires October 15, 2006
For1n S W U-102 Rev 3.99 Page 4 of 4

TE 99063
10E US]~ OILY �...
Date Received
Fee Paid
1 Penuit Number
2-
�D D/�' z
s � D
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Z P No 91 LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Jeff Zimmer, President
3. Mailing Address for person listed in item 2 above:
1 11 Princess Street
City: Wilmni Eton State: NC Zip: 28402
Telephone Number: 910-763-4669
4, Project Name (subdivision; facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Leland Food Lion
5. Location of Project (street address):
SR 1479 Mt. Mise , Road
City: Leland County: Brunswick
6. Directions to project (from nearest major intersection):
Approx. 7001f north from the intersection of US Hwy 74-76 and SR 1479
7. Latitude: N 34°_14' 00" Longitude: W 780 02' 15" of project
8. Contact person who can answer questions about the project:
Name: Phillip TrippTelephone Number: 910-763-5100
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X_ New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

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.
Ill. 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 detention pond
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 13,80_acres
5. How many drainage basins does the project have? ^ 1
4. Project Built Upon Area: 49.2_ %.
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.
Baamaisan
MM e
Drainae Bastixl
`,f,, DreBasin
Receiving Stream Name
Unnamed trib, to Sturgeon Creek
Receiving Stream Class
C-SW
Drainage Basin Area
601,128 sf
Existing Impervious * Area
0
Proposed Impervious * Area
289,871 sf
% Impervious* Area (total)
48.2%
Hper�iQus;*uiEaceArea
. .•
3 Ortna Bin 4.
Drat e in 2 ' `�
On -site Buildings (including future)
49,500 sf
On -site Streets
0
On -site Parking
145,640 sf
On -site Sidewalks
7,350 sf
Other on -site
87,381 sf
Off -site
0
Total:
Z=289,871 sf
Y-_
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

- 7. How was the off -site impervious area listed above derived`?
NA
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. 7he, )llowing covenants are intended to ensure ongoing compliance with state stormwater management permit
number S W 8 110 B D oL _ as issued by the Division of Water Quality. These covenants may
not he changed or deleted without the consent of the State.
2. No more than _ * see below_ square feet of any lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include world
decking or the water suy�ice r f swimming 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.
S. All permitted runofffrom outparcels orfuture 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
Fonn SWU-103
Form SWU-104
Form SWU-105
Fonn SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
* Outparcel l
Outparcel 2
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neese River Basin Supplement
Innovative Best Management Practice Supplement
41,469 sf
45,912 sf
Form SWU-101 Version 3.99 Page 3 of 4

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.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) y�
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: r ,
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and 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 stonnwater 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)
VI I. 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): „ Tripp Engineering, P.C.
Mailing Address: 419 Chestnut Street
City: Wilmin on State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Jeff Zimmer
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 15A
NCAC 21 L/ti1000. .,
Signatures Date: 7 / 21 / 9 9
V V � V
FDTm SWU-101 Version 3.99 Page 4 of 4

Permit No. SW8 990802
(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
This form may be photocopied for use as an original
DW_O Sto_rmwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
t. PROJECT INFORMATION (please complete the following information):
Project Name: Leland Food Lion
Contact Person: _Phillip Tripp Phone Number: 910 7635100
For projects with multiple basins, specify which basin this worksheet applies to: _ 1
elevations
Basin Bottom Elevation 28.5 ft. (floor of the basin)
Permanent pool Elevation 34.5 ft. (elevation of the orifice)
Temporary Pool Elevation 35.5 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 33 258 sq.ft. (water surface area at the orifice elevation)
Drainage Area 13.8 ac. (on -site and off -site drainage to the basin)
Impervious Area 6,65 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 157,887_ cu.ft. (combined volume of main basin and forebay)
Temporary Pool Volume 3.560_ cu.ft. (volume detained above the permanent pool)
Forebay Volume 31 662_ cu.ft. (approximately 20% of total volume)
Other parameters
SA/DA' 2.64 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2.5 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1 in.
Design TSS Removal2 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
I . When using the Division SAIDA tables, the correct SAIDA ratio for penmanent 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.
it. 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
1�, 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 total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
NA e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
n/ 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).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. if the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. 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) ❑ does does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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.e. 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 not be handled in a manner that will adversely impact water quality
(i.e. 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 1.5 _ feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 0.75 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 34.5
Sediment R moval 5" 32.25 15' o
______________ Sediment Removal Elevation 30.0 75%
Bottom ovation 31.5 %---------------------------------------------- ----
Bottom Elevation 28.5 25°/q
FOREBAY 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 possible.
Form S Wtl-102 Rev 3.99 Page 3 of 4

7, -All components of the wet detention basin system shall be maintained in good working order,
t 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: Z P No. 91, LLC -Jeff Z rm_ra2r
Title: President
Address: 1 1 1 Princess St., Wilmington, NC 28402
Phone
Signal
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
1, Monica V. Loughlin a Notary Public for the State of _North Carolina
County of New Hanover do hereby certify that Jeff Zimmer
personally appeared before me this day of a l/l , _ 1999 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
v:.Loyo,
*OTA RY ''•y
�S.'•._ PUB LAC ,? ?
SEAL
My commission expires 08/07/01
Form SWU-102 Rev 3.99 Page 4 of 4

TE 99063
Leland Food Lion
Stormwater Project No. SW8 990802
New Hanover County
Engineer's Certification
I, JhffipG. Tripp , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically/wee'ri=�. ) the construction of the
project,
Leland Food Lion (Project)
for Z P No. 91, LLC _ (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.
Signature �����:��SSlpy•
Registration Number _ 17374_
Date �� �' ' • CZ,— - r ' .
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