SW8980708_CURRENT PERMIT_20220715 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q O 07 02
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 07 I S
YYYYMMDD

ROY COOPER
Governor
ELIZ.ABETH S. BISER
Secretary
BRIAN WRENN
DAsctor
July 15', 2022
Stovhort, Inc
Attn: Emmert Crown Stovall, Vice President
6921 Market Street
Wilmington, NC 28405
NORTH CAROLINA
Envtron nerd Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 980708
Marine Warehouse
New Hanover County
Dear Mr. Stovhort:
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR" ). All
previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
The Division of Energy, Mineral and Land Resources received a complete Permit Renewal Application and two
(2) fees for the subject permit renewal total of 16-years on July 111, 2022. The Division is hereby notifying you
that permit SW8950303 has been renewed, updated, and re -issued on July 151, 2022, as attached. As requested, a
copy of the current operation and maintenance agreement is also enclosed. Please be aware that the renewal and
re -issuance of this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until November 21", 2030 and does not supersede any other agency permit that
may be required. The project shall be subject to the conditions and limitations as specified therein. This permit
does not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with a better understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OA 4 within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this
permit, please contact Dylan McPeake in the Wilmington Regional Office, at [phone] or
[e-mail].
Sincerely,
.PBrian Wrenn, Dirce or
Division of Energy, Mineral and Land Resources
D � ��� North Carolina Department of Environmental Quality I Division of Energy, Mineral and land Resources
WWningtan Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

State Stormwater Permit No. SW8 980708
Page 2 of 2
Enclosures: Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/DM: \\\Stormwater\Permits & Projects\] 998\980708 HD\2022 07 permit 980708
cc: Wilmington Regional Office Stormwater File
QEQ
North Carolina Department of Environmental Quality I Division of Energy, Kneral and land Resources
Wilmington Regional office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

State Stormwater Management Systems
Permit No. SW8 980708
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION 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
Stovhort, Inc
Marine Warehouse
6921 Market Street, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of a wet detention basin in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and as outlined in the application, approved stormwater
management plans, supplement, calculations, operation and maintenance agreement, recorded documents,
specifications, and other supporting data (the "approved plans and specifications") as attached and/or on file
with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The
project shall be constructed, operated and maintained in accordance with these approved plans and
specifications. The approved plans and specifications are incorporated by reference and are enforceable part
of this permit.
This permit shall be effective from the date of issuance until November 2111, 2030 and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until the
permittee files a request with the Division for a permit modification, transfer, renewal, or rescission; however,
these actions do not stay any condition. The issuance of this permit does not prohibit the Director from
reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as
allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
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.
The stormwater system has been approved for the management of stormwater runoff as described on
page 2 of this permit.
The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and per
approved plans.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 980708
DIVISION OF WATER ENERGY, MINERAL, AND LAND RESOURCES
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream/Index #:
Classification of Water Body:
If Class SA, chloride sampling results
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres
Total Impervious Surfaces, ft':
Buildings, ft':
Parking, ft':
Storage Area, ft':
Offsite Area entering Pond, ft':
Required Surface Area, ft':
Provided Surface Area, ft':
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Controlling Orifice:
II. SCHEDULE OF COMPLIANCE
Marine Warehouse
SW8 980708MOD
New Hanover County
Ms. Nancy Horton, Owner
Nancy Horton
1950 Hawthorne Road
Wilmington, NC 28403
August 15, 2000
Smith Creek / 18-74-63
"C Sw"
n/a
5.00
44.00
2.00
73,181
13,800
18,693
40,688
none, per Engineer
5,245
5,277
5,852
5,878
45.00
1.00" tp pipe
1. 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.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 980708
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at the design condition. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and 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 DEMLR. 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 stormwater treatment system, as the permanent
pool volume is less than 30,000 cubic feet.
6. The facilities shall be constructed, operated and maintained in accordance with the provisions of this
permit, the approved plans and specifications, and the supporting documents attached to this permit and
on file with the Division.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation
of this permitted facility, the permittee shall cause a certification from an appropriate designer for the
system installed to be submitted, 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.
8. 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. Prior to the sale of any portion of the property, 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 of any portion of the property.
10. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
11. The runoff from all built -upon area on the project must be directed into the permitted stormwater control
system.
12. 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.
13. The permittee shall notify the Division of any mailing address changes within 30 days.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 980708
14. No person or entity, including the permittee, shall alter any component shown in the approved plans and
specifications. Prior to the construction of any modification to the approved plans, the permittee shall
submit to the Director, and shall have received approval for modified plans, specifications, and
calculations including, but not limited to, those listed below. For changes to the project or SCM that
impact the certifications, a new or updated certification(s), as applicable, will be required and a copy must
be submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the SCM(s),
BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the project and/or
property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any component of
the approved SCM(s), the stormwater collection system and/or vegetative conveyance shown on
the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping material
to be considered a permeable surface that were not included in the approved plans and
specifications.
g. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the permittee shall
take immediate corrective actions. This includes actions required by this Division and the stormwater
rules such as the construction of additional or replacement on -site stormwater systems. These
additional or replacement measures shall receive a permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION. The
permittee shall submit a completed Permit Information Update Application Form to the Division within
30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval
by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance
of common area to a third party constitutes an approved transfer of the permit.
TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must
be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business association that
has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property on which
the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal
proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the permitted
activity is occurring or will occur;
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2);
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 980708
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be
conducted by Division personnel to ensure the permit conditions have been met and that the
project and the on -site stormwater system complies with the permit conditions. Records of
maintenance activities performed to date may be requested. Projects not in compliance with the
permit will not be transferred until all permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this
permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans, application,
supplement, operation and maintenance agreement, all applicable recorded documents, and
specifications shall be maintained on file by the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during
normal business hours to inspect all components of the permitted project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual
certification completed by either the permittee or their designee confirming the projects
conformance with permit conditions
e. OBTAINING COMPLIANCE. 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 modified plans and
certification in writing to the Director that the changes have been made.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying
with and obtaining any other permits or approvals that are required for this development to take
place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Permit renewed and reissued this the 1511 day of July, 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-Bntl rWrenn, UtrectT
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Marine Warehouse
Permit No. SW8 980708
Approval
permit Action
RIMS
Description of the Changes
Date
Version
9/22/1998
Original
1.0
Approval
Impervious area increased
11/21/2000
Modification
1.1
from 44,001 sfto 73,181 sf
Transferred from Nancy
Renewal +
Horton to Stovhort, Inc.
9/13/2010
Ownersip
N/A
Expires 11/21/2013. No
Change
BIMS version
7/ 14/2022
Renewal
2.0
Double renewal for 16 years
7/15/2022
Renewal
3.0
Expires 11/21/2030

STORMWATER OPERATION AND MAINTENANCE PLAN
FOR
MARINE WAREHOUSE
WILMINGTON, NORTH CAROLINA
1. The owner will be responsible for the proper operation and maintenance of the
stormwater collection and treatment facilities.
2. The collection system will be inspected monthly by the owner to identify
malfunctioning catch basins, manholes and drainage pipes. The collection system will be
kept relatively clear of debris and sediment. The stormwater system shall be kept in good
working order. Any malfunctioning component shall be repaired/replaced per approved
plans as necessary to assure proper operation of the system.
3. The treatment facilities consist of one (1) stormwater pond and outlet control. This
facility will be inspected twice a year by the owner to determine the mean depth of the
pond and identify any malfunctions. The mean depth of the pond, under normal
conditions, shall be 4.5 feet. The owner will remove the sediment from the pond if the
mean depth is determined to be less than 3.5 feet and will correct malfunctions when
necessary.
4. The outlet structures, orifice, and sideslopes will be inspected immediately after every
runoff producing rainfall event. Any debris observed on the orifice and outlet structures
will be removed. Eroded areas will be repaired and reseeded immediately after a rainfall
event.
5. A permanent stand of grass shall be maintained at all times. Mowing during the
growing season will be done as needed, otherwise, the grass height will not exceedflfl6".
STOR I��tl ATER
DECEIVE
Nancy S. Horton, Owner D
1950 Hawthorne Road JUL 1 01998 D
Wilmington, NC 28403
-76
PROJ # �(,. �G 90
1, tvr ba rp ou a Notary Publicf�or the State
of NnyLll bi-DOVIA 0 County of Alpw k(anovPY , do
hereby certify that 11jagro 46don personally
appeared before me this day of 19ILY, and
acknowledges the due execution of the foreg ng instrument.
Wi ss i y hand aid official seal,
My commission expire c % ,2od�b aid, ••;,i.C� j:

DEMLR USE ONLY
Data Re eive
Fee Paid
Permit Number
15r itg
/D 1 D
o`
q ll'- -7' 161 c1-1- C 5o 5 �
� r eacC6 Renea1J
iI NC DEQ Division of Energy, Mineral and Land Resources
f jCCeP�� Ioi STATE STORMWATER:
cyp'('of (qie l/ai/3aPERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3). the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SA 160 10V
2. Project name: haVk W UJnLASE
3. Project street address: lP l Lt I'I 94YW J7YW
City: W !imin/hw1 County: NW No.Y VW ZIP:
4. What, if any, changes have been made to the project as permitted? I1�ON
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: httos://deg.nc.gov/about/divisions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-Drop ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at:
httos://dea. nc.aov/about/d ivisions/enerav-mineral-land-resou rces/enerav-mineral-land-rules/stormwater-
program/post-construction. State Stormwater Permits do not automatically transfer with the sale of the
property.
1. Current Permit Holder's Company Name/Organization:
2.
3.
4.
5.
0
Ma vyl WaY wuse,
JUL 11 2022
BY.-
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

VI
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C. SUBMITTAL REQUIREMENTS
submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph Z USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each Item below to Indicate that the required information is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
_2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
�. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
�J I do not have a copy of the current recorded O&M Agreement for ail SCMs and am requesting
a copy be sent to me. I agree to keep this on file with the permit.
�C 155. Desic ar Certifications, Please select one:
�] A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
�L 5. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
�C 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
httos://www.sosnc.gov/online services/search/by title/ Business Registration
0=. a.o
JUL 12022
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMIITTEE'SC,E(RT�IIF,ICATIION
+ I, MMsf(A\ _V" I , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, pr ownership. All informatioryprovided on this permit renewal application is, to the best of my
knowledge, cor,kOct and com I te. Signature Date: "7
�2
NOTARIZATION
I, Y AVIA rBCVQnfq , a Notary Public for the State of
NL , Countyof dW �Wbw , do hereby certify
that emek UA14 bal personally appeared before me
this the I -VA day of NN 20 02 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
1 Nhblta Publla
Notary �oR6rd CarolI u
M Com- Isslon Ex Tres b ��
Notary Signature:
My commission expires % Ci
JUL 11 2022
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

7
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Permit No'U 7o d he
(tn 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
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes in application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
L PROJECT INFORMATION
Project Name: / 4 N"i t 6aA e- % OySC'
Contact Person: Ae'k /I%. 1L9f0a'e. PIE Phone Number: ( 9ia) 4Sd- 905-
For projects with multiple basins, specify which basin this worksheet applies to: /
elevations
Basin Bottom Elevation 39 ft.
Permanent Pool Elevation .99 ft.
Temporary Pool Elevation '_S oct ft.
areas
Permanent Pool Surface Area 4977 sq. ft.
Drainage Area
Impervious Area
voltnnes
Permanent Pool Volume
Temporary Pool Volume
Forebay VOIUtne
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
�2.00 ac.
1,68 ac.
/o, a7i cu
cu
_1 837 cu
(floor of the basin)
(elevation of the orifice)
(elevation ofthe discharge structure ovetflow)
(water surface area at the orifice elevation)
(on -site and off -sire drainage to the basin)
(on -.cite and off -site drainage to the basin)
ft. (contbined vohane of main basin and forebay)
ft. (volutne detainee( above the permanent pool)
ft. (approximately 20% of total volume)
Da (surface area to drainage area ratio front DWQ table)
/ in. (2 to 5 day teniporaty pool draw -down required)
/ in.
%D % (ntininuan 85% required)
Page I of 4

Footnotes:
r When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filler may be waived if the wet detention basin is designed to provide
90%, TSS removal. 'file NCDENR 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 214 .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
MOM a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
MN{% b. The forebay volume is approximately equal to 20% of the basin volume.
MN/I- c. The temporary pool controls runoff firom the design storm event.
/► ,V d. The temporary pool draws down in 2 to 5 clays.
0.4 e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
InuN f. The basin length to width ratio is greater than 3:1.
ink)h- g. The basin side slopes above the permanent pool are no steeper than 3:1.
out N►i h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
frioa i. Vegetative cover above the permanent pool elevation is specified.
rh NII j. A trash rack or similar device is provided for both the overflow and orifice.
IV k. A recorded drainage casement is provided for each basin including access to nearest right-
of-way.
m N►3 I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
MNfa m. A mechanism is specified which will drain the basin for maintenance or an emergency.
Pond W-,11 he pvirrPedAwn
Ill. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does '% does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does DCdoes not incorporate pretreatment other than a forehay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
I. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
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.
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 be handled in a manner that will not 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 3,�S' feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads R •3-S feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation N4.O
Sediment Ren oval El. ill`%s 175 o
__------------ Sediment Removal Elevation 40.J.5 7595
Bottom Etc ation 41.0 %-------------------------------------------- ------
Bottom Elevation 39,0 25Llo
FOREBAY MAIN POND
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.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

9. ' r111 components of the wet detention basin system shall be maintained in good working order.
1 acknowledge and agree by my signature below that 1 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: Nanc-, 5 k)yr uA
Address: /9so gctw�kor,nr Qocw( L ' 11l�/l� NG a84403
Phon
Sign;
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.
a Notary Public for the State of
County of ke4, "� - �F 'd0 hereby certify that ���CY S- �icrr•�
i
personally appeared before me this --- day of and acknowledge the clue
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
EMMET C. STOVALL
NOTARY PUBLIC-PENDER
COUNTY NC -MY COMMISSION
EXPIRES 12-15.2003
SEAL
My commission expires / 0 - f� —7 00-
EMMET C. STOVALL
NOTARY PUBLI&PENDER
COUNTY NC -MY COMMISSION
EXPIRES 12-15-2003
Form SWU-102 Rev 3.99 Page 4 of 4

State Sunrmwater Management S 'Stems
Permit No. SW8 980708MOD
Marine W[II-chousc
Storntwaicr Permit No
New Hanover County
S\N'8 990708MOD
Desinner's Certification
)Y-a rvvt as a duly rcgist /-nq ;A Ce /�, _ in
the State of North Carolina. havingkeen authorized to observe criodical weekly/full time) the construction of
the proJcct.
ma 1v-, lK _ LVCt re ltay,� e (Project)
for / 1,4 , Ng wey lJo r)&A (Yrgject Owner) hereby state that, to the best of my abilities. d u c care
and diligence was us d 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
/q V
Registration Number
Date 9/1 /D
SEAL
?°PqC
A A.9 ��''
OpEss/o
. Q y 2
a SEAL 9
19742
� FNGtNEEP O
SEP 0 7.2010

t
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:� '

State Su 1-111 atcr Manaacmcnt Svstcros
Permit No S\d/8 990704JOD
Certification Requirements:
/WNh) 1. The drainage area to the system contains approximately the permitted acreage.
PA;R 2. The drainage area to the system contains no more than the permitted amount of built -upon area.
ml* All the built -upon area associated with the project is graded such that the runoff drains to the system.
p 109 4. The outlet/bypass structure elevations are per the approved plan.
1�5. 'Tile outlet structure is located per the approved plans.
jnNN 6. 'Trash rack is provided on the outlet/bypass structure.
_fn.y) L7. All slopes are grassed with permanent vegetation.
AMA- 8. Vegetated slopes are no steeper than 3:1.
MN11 9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
tAO 10. The permitted amounts of surface area and/or volume have been provided.
mNH- 1 I. Required drawdown devices are correctly sized per the approved plans.
IAjV -12. All required design depths are provided.
fArDllk 13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
fnNd-14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDHNR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspector
7

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Tax Lot No. _............................ .... ... Parcel identifier No. 804300-003-039-000 ...
Verified by .. ...... ..... ._..._._.._.._ .... ... ... County on the day of
by.... .. _.... .... .... .......... ...... ..... ..... ...... ... ..........
Mail after recording to ....... _...__ .. ...... ..... .. .. ... ..... ... .. .. ....
Thia inatrumenl wu prepared by .H.ri. llian O.J. I!(eKle P.O. Drawer_ 2178, Wilmirgtort I4C 28402
prier deaeription for the Index k.80 SO. V2 AR Jf14
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NORTH CAROLINA GENERAL. WARRANTY DEED
THIS DEED made this .. _....... day of .,.. 4=l"t -:S .2000 . by and between
GRANTOR GRANTEE
RA[FH T. HDRAM ST Mifi^_', nr.
Narth Qiu olirta ClOrporation
and wife,
NANCY S. HDRVOi
6921 4nket Street
Wilmirigtort, NC 28405
slob In epn.erlaw Mw en each parts: camr. aurm am. It gPVPblb, rWnrtn of allty. ey corporation or NolvnNlp
The designation Grantor and Grantee as used herein shall include said parties. their heirs. sucressors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
Wl TNESSETII, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
arknowledged, has and by these presents does grant, bargain. sell and convey unto the Grantee in fee simplq all that
rr(nin h.t or a,,el of land aituated in the City of Tmveahip.
New lfar wr
County. North Carolina and more particularly deseriheJ as follows:
See Exhibit "A" attadxd hexetO.
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BOOK PAGE
2750 0207
The properly hereinabove deseribed was acquired by Grantor by instrument recorded In .. .... ..... ..
Book 2209 Page 579 New Hamy per 0xvIty Registry ._ .. ................ ... .
. .. .... _.. .................................._........_..................................................._. .
A map showing the above described property is recorded In Plat Book . page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and nil privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seised of the premises in fee simple, has the right to convey
the came in fee simple. that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the properly heminabove described is subject to the following exceptions:
The orovisiors of all applicable aonirg and laM use oxdiywrev, statutes
and regulatia ;; 2000 ad Valorem talces; and all applicable restrictive
ooperonts and utility easements of record.
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BOOK PAGE
mtcerr"a• Z7a8 0208
TRACT i 6921 Market Street, Wilmingto,, NC
BEGINNING at a stake in the western 6ght of way line of U.S. Highway No. 17, at a
point near the Seven Mile Post, and being the southeast comer of Lot No. 6, according
to survey made by E. W. Taylor, which said lot was purchased by Mary Loftin, from D.
L. Gore, by deed bearing date July 8, 1919. which is of record in the Registry of New
Hanover County, in Book 107. Page 82, and from said beginning point running North 52
degrees and 30 minutes West 208 feel 5-1/2 inches to a stake, thence North 43
degrees 45 minutes East 104 feel 5 inches to a stake, thence South 52 degrees 30
minutes East 208 feet 5-1/2 inches to the said weslem dghl-of-way line of U.S. Highway
No. 17, and thence South 43 degrees 45 minutes West 104 feel 5 inches to the point of
Beginning, containing one-half (/,) acre, more or less, and being the southeast comer
of said Lot No. 6, said lot having been purchased by John D. Jones and wife. Ida Jones
from Mary Loftin by deed dated August 10. 1923, recorded in said Registry in Book
143, Page 383.
TRACT II 6921 Market Street, Wi]mirplton, NC
Lying and being on the western side of U.S. Highway No. 17. near the Seven Mile post;
and BEGINNING at a point in the southern line of Lot No. 6, according to survey made
by E. W. Taylor, which said Lot 6 was purchased by John D. Jones and wife, Ida Jones,
from Mary Loftin, by deed dated August 10th, 1923, of record in Registry of New
Hanover County, in Book 143. Page 383, said BEGINNING point being located North
52 degrees 30 minutes West 208 feel 5-1/2 inches from the southeast comer of said
Lot No. 6, and also being the southwest comer of a lot purchased by the parties of the
second part hereto from Ida Jones (widow) on January 21, 1952, and from said
beginning point running North 52 degrees 30 minutes West 833 feet 4-1/2 inches, more
or less, to the southwest corner of said Lot No. 6, thence running North 43 degrees 45
minutes East along the western line of Lot No. 6, 104.5 feet, thence South 52 degrees
30 minutes East 833 feet 4-1/2 inches, more or less, to the northwest comer of said lot
purchased January 21. 1952, as aforesaid, thence South 43 degrees 45 minutes West
104.5 feet to the beginning point in the southern line of said Lot No. 6 as aforesaid. It
being the intention of conveying with the above description and that contained in deed
dated January 21. 1952. a strip having a frontage of 104.5 feet with depth of 1042 feel,
same being the southern one-half of said Lot No. 6. And being that same property
conveyed by Ida Jones (widow) to Arden Vines and wile, Eta J. L. Vines, by deed dated
February 27. 1952, and recorded in Book 501 at Page 206. of the New Hanover County
Registry. And also being that same property conveyed by Eta J. L. Vines and husband,
Arden Vines, to Olivia M. Mallory and husband, LeRoy Mallory, by deed recorded in
Book 967, Page 587, of the New Hanover County Registry. There is excepted,
however, from this conveyance the following described tract:
BEGINNING at a point in the northern line of that tract of land conveyed by Etta J. L.
Vines and husband. Arden Vines. to Olivia M. Mallory and husband, LeRoy Mallory, by
deed recorded in Book 967 at Page 587, of the New Hanover County Registry,
reference to which is hereby made, where the same is intersected by the western line of
the right-of-way of the railroad tract which intersects said property; and running thence
North 52 degrees 30 minutes West to the northwest corner of the tract of land conveyed
by Vines to Mallory hereirbefore referred to: thence South 43 degrees 45 minutes West
104.5 feet to the southwest corner of the Vines to Mallory tract above referred to:
thence South 52 degrees 30 minutes East along the southern line of the tract conveyed
by Vines to Mallory above referred to, to the western right-of-way line of the railroad
nght-of-way which intersects the Vines -Mallory tract of land above referred to: thence
northwardly along the western right-of-way of the Vines to Mallory tract above referred
to 104.5 feet, more or less. to the point of Beginning; the same being a portion of the
Vines to Mallory tract above referred to.