SW8951210_CURRENT PERMIT_20220513 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 qS 12 10
DOC TYPE
4 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 22 05 13
YYYYMMDD

ROY COOPER
Gowtlorr
ELIZABETH S. BISER
Secretary
BRIAN WRENN
(](lector.
May 13, 2022
Landfall Subdivision Owners Association, Inc.
Attn: James Martz, President
1749 Drysdale Drive
Wilmington, NC 28405
NORTH CAROLINA
EnWortmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 951210
Landfall Lake Upper Pond at Horseshoe Lake
New Hanover County
Dear Mr. Martz:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on April 5, 2022. The Division is hereby notifying you that permit SW8951210 has been
renewed, updated, and re -issued on May 13, 2022, as attached. 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 April 30, 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
OAH 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 919431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
_
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment B — Built -Upon Area Allocation
Attachment C — Permitting History
Renewal Application Documents
DESlams: \\\Stornwater\Permits & Projects\ 1 995\95121 0 HD\2022 05 permit 951210
cc: Wilmington Regional Office Stormwater File
D_nn Q�� North Carolina Department of EnNronmental Qyailty I Mitten of Energy. t tineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drtve Extension I Wilmington, North Carolina 28405
' �� / 910.796.7215

State Stormwater Management
Permit No. SW8 951210
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 (1995 Rules) as
subsequently amended on January 1, 2017 (2017 Rules) (the "stormwater rules'),
PERMISSION IS HEREBY GRANTED TO
Landfall Subdivision 11 Owner's Association
Landfall Lake (Upper Pond @Horseshoe Lake)
Area roughly bounded by Arboretum Drive, Turnberry Lane, and Forest Island Place
Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) wet detention pond ("stormwater control
measures" or "SCMs") as outlined in the application, approved stormwater management plans,
supplement(s), 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 approved plans and specifications are incorporated by reference and are
an enforceable part of this permit.
This permit shall be effective from the date of issuance until April 30, 2022. The permittee and the
project shall be subject to the specified conditions and limitations contained therein. 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.
1. APPLICABILITY. This permit is effective only with respect to the management and volume of
stormwater described in the approved plans and specifications.
2. APPROVED PLANS AND SPECIFICATIONS. The project shall be constructed, operated and
maintained in accordance with the approved plans and specifications. Approved plans,
application, supplements, calculations, operation and maintenance agreement, recorded deed
restrictions and protective covenants, and specifications for this project are incorporated by
reference and are enforceable parts of the permit. A copy of this permit, approved plans,
application, supplements, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee in a known, set
location.
Page 1 of 6

State Stormwater Management
Permit No. SW8 951210
3. BUILT -UPON AREA (BUA) REQUIREMENTS. The following requirements pertain to the BUA
on this project:
a. PROJECT BUA LIMITS. The maximum amount of BUA allowed for the entire project is
3,811,275 square feet.
b. BUA WITHIN AN SCM DRAINAGE AREA. The runoff from all BUA within the permitted
drainage area of this project must be directed into the permitted SCM.
c. SCM BUA LIMITS. The SCM has been designed using the runoff volume matching method
to handle the runoff from 3,811,275 square feet of BUA within the delineated drainage area.
This permit does not provide any allocation of BUA for future development within the
delineated drainage area.
d. BUA FOR INDIVIDUAL RESIDENTIAL LOTS. The built -upon area on each of the lots within
the drainage area of this permitted pond is limited to a maximum amount as indicated in
Attachment B of this permit and as indicated in the approved plans and specifications. The
maximum BUA assigned to each lot via this permit and the recorded deed restrictions and
protective covenants may not be increased or decreased by either the individual lot owner or
the permittee unless and until the permittee notifies the Division and obtains written approval
from the Division.
4. SCM REQUIREMENTS. The following requirements pertain to the SCM for this project:
a. SCM DESIGN. The SCM is permitted based on the design criteria presented in the sealed,
signed and dated supplement and as shown in the approved plans and specifications. This
SCM must be provided and maintained at the design condition.
b. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within the wet
pond. Decorative spray fountains will be allowed in the wet pond if documentation is
provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
c. IRRIGATION. If the wet pond is to be used for irrigation, the following recommendations
apply: 1) that some water be maintained in the permanent pool; 2) that the vegetated shelf is
planted with appropriate species that can handle fluctuating conditions; and, 3) that human
health issues are addressed.
d. WETLAND AREAS. This pond is part of a wetland mitigation project. The shallow, outer
reaches of the pond are preserved wetland areas regulated by that Deed of Conservation
Easement between the Northeast New Hanover Conservancy and Landfall Associates dated
December 27, 1995 and recorded in Deed Book 1975 at Page 444.
5. RECORDED DOCUMENT REQUIREMENTS. The following documents must be recorded with
the Office of the Register of Deeds prior to the sale of individual lots or groups of lots:
a. EASEMENTS. All SCMs, stormwater collection systems, vegetated conveyances, and
maintenance access located on property owned by other persons or entities must be located
in permanent recorded easements or drainage easements as shown on the approved plans.
a. FINAL PLATS. If a final plat is recorded, it must reference the operation and maintenance
agreement and must also show all public rights -of -way, dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
Page 2 of 6

State Stormwater Management
Permit No. SW8 951210
b. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. The following deed restrictions
and protective covenants related to stormwater management have been recorded in Deed
Book 2233 at Page 963; Deed Book 2233 at Page 972; Deed Book 2510 at Page 314; and
Deed Book 2233 at Page 316; of the New Hanover County Register of Deeds and must be
maintained in perpetuity:
i. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 951210, as issued by the Division of
Energy, Mineral and Land Resources (the "Division") under 15A NCAC 02H.1000,
effective January 1, 2017.
ii. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
iii. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
V. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
vi. The maximum built -upon area (BUA) is listed in Attachment B. This allotted amount
includes any BUA 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 not shown
on the approved plans. BUA has the same meaning as G.S. 143-214.7, as
amended.
vii. The maximum allowable BUA shall not be exceeded on any lot until the permit is
modified to ensure compliance with the stormwater rules, permit, and the approved
plans and specifications.
viii. All runoff from the BUA on the lot must drain into the permitted system. This may
be accomplished via grading, a stormwater collection system and/or a vegetated
conveyance.
ix. 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.
6. CONSTRUCTION. During future lot construction within the drainage area of this SCM, the
permittee shall ensure that the lot owner has provided sufficient erosion control measures to
restrain sediment from leaving the site. Any sediment that escapes into the street or the runoff
collection system or into the SCM itself will be removed immediately.
a. SCM OPERATIONAL PRIOR TO DEVELOPMENT. The permitted SCM shall not be used
as an approved Erosion Control device. The owner of any lot under construction shall
provide sufficient onsite Sediment -Erosion Control devices to restrain erosion on the lot.
b. SCM RESTORATION. The SCM must be restored to the approved state stormwater design
condition prior to close-out of the erosion control plan and/or project completion and/or
transfer of the state stormwater permit. Upon restoration, a new or updated certification will
be required for the SCM(s) and a copy must be submitted to the appropriate DEQ regional
office.
Page 3 of 6

State Stormwater Management
Permit No. SW8 951210
MODIFICATIONS. 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:
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), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA shown on the application documents or noted
on the approved plans.
f. The construction of any permeable pavement for BUA credit that was not included in the
approved plans and specifications.
g. The construction of any #57 stone area, public trails, or landscaping material to be
considered a permeable surface that were not included in the approved plans and
specifications.
h. Other revisions as determined by the Director should require a modification.
8. DESIGNER'S CERTIFICATION. The pond has been certified. The permittee shall, within 30
days of discovering any noncompliance, submit either an application to modify the permit or a
plan of action with a timeline, to bring the site into compliance. Within 30 days of completion of
the approved modifications, the permittee shall certify to the Division that the modifications have
been made.
9. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system function at the approved
design condition. The approved operation and maintenance agreement must be followed in its
entirety and maintenance must occur at the scheduled intervals.
a. 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.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept in a known set
location, and be made available upon request to authorized personnel of the Division. The
records will indicate the date, activity, name of person performing the work, a description of
the issue and what actions were taken to resolve the issue.
Page 4 of 6

State Stormwater Management
Permit No. SW8 951210
10. PERMIT TRANSFER. This permit is not transferable to any person or entity except after notice
to and approval by the Director.
a. 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, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants;
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);
b. COMPLIANCE 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. Any
items not in compliance must be repaired, replaced, restored, or resolved prior to the
transfer. Records of maintenance activities performed to date may be requested.
11. 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.
12. COMPLIANCE RESPONSIBILITY. The permittee is responsible for complying with the terms
and conditions of this permit and the approved plans and specifications until the Division
approves the transfer request.
REVIEW EACH LOT PLAN FOR COMPLIANCE. The permittee is responsible for ensuring
that the proposed BUA on each individual lot within the drainage area of this SCM, and for
the entire project does not exceed the maximum amount allowed by this permit. The
permittee shall review all individual lot plans for new construction and all subsequent
modifications and additions for compliance. The permittee shall not approve any lot plans
where the maximum allowed BUA limit has been exceeded or where modifications are
proposed to the grading, the stormwater collection system, or a vegetated conveyance.
b. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). Any approval given
by an established ARB or ARC on behalf of the permittee does not relieve the permittee of
the responsibility to maintain compliance with the conditions of the permit and the approved
plans and specifications.
c. MONITOR THE PROJECT. The permittee shall routinely monitor the SCM and each lot to
ensure continued compliance with the conditions of the permit, the approved plans and
specifications, and the recorded deed restrictions and protective covenants. The permittee
shall notify any lot owner that is found to be in noncompliance with the conditions of this
permit in writing and shall require timely resolution.
d. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans.
e. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
Page 5 of 6

State Stormwater Management
Permit No. SW8 951210
f. NOTIFICATION OF NON-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.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required in
order for this development to take place, as required by any statutes, rules, regulations, or
ordinances, which are imposed by any other Local, State or Federal government agency
having jurisdiction.
h. VIOLATIONS. 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 as set forth in NCGS
143 Article 21.
i. 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.
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.
13. 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).
Permit renewed, updated and reissued this the 13th day of May 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ian— Wrenn, Lure or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 951210
Page 6 of 6

Post -Construction Stormwater Management
Permit No. SW8 951210
Attachment B — Built -upon Area Allocations and Limitations
Blocks 36, 37, 45 and 46 — new residential at 35% per lot
385,942
Existing (pre-88) Residential at 50% per lot
1,653,538
Future Residential at 35% per lot
892,109
Drayton Point SW8 970610) — 36 lots @5,000 sf plus roads
229,997
Tract B (former MF Tract) @85%
295,337
Excess from Drayton Point (revised from MF to SF)
317,552
Perimeter Lake Sidewalk
36,800
TOTAL
3,811,275
Page 1 of 1

Attachment C - Permitting History
Landfall Lake Upper Pond at Horseshoe Lake
Permit No. SW8 951210
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
8/23/1996
Original
1.0
No Permit on G drive
Approval
1/26/1998
Modification
*
No Event in BIMS; issued as high density
8/12/1998
Transfer
•
No Event in BIMS; from Landfall Associates to Landfall Subdivision 11
Owners Association; Issued as low density
No Event in BIMS; Cover letter of permit states a request to change
ownership of the permit, however the permit is issued to Landfall
10/29/1998
Transfer?
*
Subdivision 11 Owner's Association, just as it was with the previous
transfer.
There was a change from low density development to high density
development within the permit
4/30/2008
Renewal
2.0
The addition of 36,800 square feet of impervious area for the sidewalk
around the pond.
A slight reduction in the amount of permanent pool surface area provided
(now 419,278 so.
A change in the permanent pool and temporary pool elevations to reflect a
4/16/2019
Modification
2.1
different survey datum. Permanent pool is now 3.63 fmsl and temporary
pool is now 4.93 fmsl.
Due to the additional storage depth provided (now 1.3 feet), the amount of
storage volume increased to 598,851 cubic feet, which is in excess of the
minimum required 496,975 cf
New approved as -built survey plans of the pond and a new outlet structure
detail reflecting the elevations based on current survey datum are attached.
5/13/2022
Renewal
3.0
Expires April 30, 2030

f1-
Permit No# 51AJ �1 / S 1 d-10
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Maintenance activities shall be performed as follows:
l . After every significant runoff producing rainfall event and at least monthly:
Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.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 5
When the permanent pool depth reads S
V
Sediment Rct\ovul El. o 75' �
r______________a _
Bottom Ele •anon t 4a
=`i v
FOREBAY
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation ,? 63
Sediment Removal Elevation /• 37
Bottom Elevation 41
MAIN POND
25°;�
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the Flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
APR 0 5 2022
BY:__

ULMLK UJt UNLY
Date cei ed
Fee Paid
Permit Number
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I SWY51a10
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT 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: SW8 951210
2. Project name: LANDFALL LAKE (UPPER POND AT HORSESHOE LAKE)
3. Project street address: 1749 DRYSDALE DRIVE
City: WILMINGTON County: NC ZIP
28405
4. What, if any, changes have been made to the project as permitted? NONE
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energy-
mineral-land-resources/energy-m ineral-land-rules/stormwater-program/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 Transferform available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-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: LANDFALL SUBDIVISION 11 OWNERS
ASSOCIA"rION, INC
2. Signing Official's Name: JAMES MARTZ
3. Signing Official's Title: PRESIDENT
4. Mailing Address: 1749 DRYSDALE DRIVE
City: WILMINGTON State: NC ZIP
28405
5. Street Address: 1749 DRYSDALE DRIVE
City: WILMINGTON State: NC ZIP
28405
6. Phone: [phone] Email: MAINTENANCEALANDFALL.ORG
APR 0 5 2022
BV:_
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, 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 $505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
R'YY I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. De$igner Certifications, Please select one:
1V 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.
6. [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.
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
APR 0 5 2022
BY:
Stonnwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, TaMeS MA 2TZ 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, S1 Msdfpwnership. All information provided on this permit renewal application is, to the best of my
knowledge, c6rredt and corm Ip ete.
Signature: DateA-,-�e-Z Z,F, yGy�
NOT
that
this the
day of
County of
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires 121171 a0 2 s'
a Notary Public for the State of
do hereby certify
personally appeared before me
20_a�, and acknowledge the due
Robbie A. Morgan
Notary Public
New Hanover County
Ste% of Narolina
orth
IA-1tZ�
APR 0 5 Y02 i
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

1

:1
SUPPLEMENT-EZ COVER PAGE
LOAD SUPPLEMENT FORMS
sw,?9Sl2lo
PROJECT INFORMATION
1
Project Name
Landfall Lake
2
Project Area ac
__ 250.53
3
Coastal Wetland Area (ac)
NA
4
Surface Water Area (ac)
_ NA
5
Is this project High or Low Density?
High
6
Does this project use an off -site SCM?
No
COMPLIANCE WITH 02H .1003(4)
7
Width of vegetated setbacks provided (feet)
_ NA
8
Will the vegetated setback remain vegetated?
Yes
9
Is BUA other that as listed in .1003(4)(c_d) out of the setback?
Yes
10
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMs:
11
Infiltration System
0
12
Bioretention Cell
0
13
Wet Pond
1
14
Slormwater Wetland
0
15
Permeable Pavement
0
18
Sand Filter
_
0
17
Rainwater Harvesting (RWH)
_ 0
18
Green Roof
0
19
Level Spreader -Filter Strip (LS_FS)
_ 0
20
Disconnected Impervious Surface (DIS)
_ 0
21
Treatment Swale
0
22
Dry. Pond
_
0
23
StormFiller
0
24
Silva Cell
_
0
25
Bay011er
_
0
28
1 Filters
0
LOAD SUPPLEMENT FORMS
DESIGNER CERTIFICATION
27
Name and Title:
W. Shane Lippard, PE, Vice President
28
Organization:
_
Right Angle Engineering, PC
29
Street address:
212 Princess Street
30
City, State, Zip:
Wilmington, NC 28401
31
Phone number( s):
910-251-8544
32
Email:
[e-mail]
Certiricabon Statement
ail certify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or
'supervision; that the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete; and
that the engineering plans, specifications, operation and maintenance agreements and other supporting information are consistent
with the information provided here.
SEAL
PE 023917
�L NE �p
4`�:ygNE LIQQP"
5,
Signature of D er
Date
2 - I

i
DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so, number of drainage areas/SCMs
1
3
1 Is all/part of this project subject to previous rule
versions?
No
FORMS LOADED
DRAINAGE AREA INFORMATION
Entire Site
1
ype of SCM
wet pond
otal BUA in project sq ft
3811275 sf
New BUA on subdivided lots (subject to permittng)
sqft
none
FOE(Breakdown
New SUA outside of subdivided lots (subject to
ermitting s
36800 sf
Offske - total area (sq�
none
ffsile BUA sq ft
none
of new BUA outside subdivided lots:
- Parking-(sq ft)
- Sidewalk sq ft)
36800 sf
Roof sq ft)
- Roadway1sq ft
Future (sq ft
- Other, please specify in the comment box
below sq k)
11
New infiltrating permeable pavement on
subdivided lots sq ft
12
New infiltrating permeable pavement outside of
subdivided lots sq fi)
13
Exisitng BUA that will remain (not subject to
pertnittino�(sq tt
14
Existing SUA that is already_ permitted sq ft)
3774475 sf
15
Existing BUA that will be removed (sq ft)
none
16
Percent BUA
34.92%
17
Design storm inches
1.51,
18
Desi n volume of SCM (cu ft)
598851 cf
19
Calculation method for design volume
Schueler
ADDITIONAL INFORMATION
20
Please use this space to provide any additional information about the
drainage area(s):
New survey conducted July 2018 to verify existing pond slopes, elevations,
pipes, and surface areas. Survey provided with submittal.
FEB i r
j I :�

A
WET POND
1
Drainage area number
t
'
Design volume of SCM (cu It)
MDC FROM 02H.1050
Is the SCM sized lo_treat the SW from all surfaces at build -out?
Is the SCM located away from contaminated soils?
496975 cf
GENERAL
Yes
3
4
Yes
5 What are the side slopes of the SCM (H:V)?
Does the SCM have retaining walls, gabion walls or other engineered
61 side slopes?
3:1
No
7
jAre the Inlets, outlets, and receiving stream protected from erosion
(10-yearstorm)?
Yes
8
Is there an overflow or bypass for inflow volume In excess of the
design volume?
Yes
9
What is the method for dewatering the SCM for maintenance?
Drawdown Orifice_
10
If applicable, will the SCM be cleaned out after construction?
A
11
Does the maintenance access comply with General MDC (8)1
Yes
12
Does the drainage easement comply with General MDC (9)?
_
Yes
�9
13
the SCM is on a single family lot, does (will?) the plat comply with
General MDC (10)7
/°A
F151
Is there an 08M Agreement Thal complies with General MDC (11)?
Yes
Is there an 08M Plan That complies with General MDC (12)?
Yes
, Does the SCM follow the device specific MDC? _
%JA _
17 Wes the SCM designed by an NC licensed professional?
WET POND MDC FROM 02H .1053 _
_ 18, Method used
Yes
SAIDA
_ 19 Has a stage/storage table been provided in lha calculations?
�tElavation of the excavated main pool depth (bottom of Sediment
20removal) (fmsl)
No
1 -3.00
21
Elevation of the main pool bottom -(top of sediment removal) (fmsl)
-1.00
22
23
Elevation of the bottom of the vegetated shelf (fmsl)
Elevation of the permanent pool (fmsl)
2.00
3.63
24
Elevation of the lop of the vegetated shelf (fmsl)
4.00
25
Elevation of the temporary pool (fmsl)
4.93
�26
--.27
Surface area of the main permanent pool (square feet)
419278111111
Volume of the main permanent pool (cubic feet)
ALA
28
Average depth of the main pool (feet)
5.001t
29
Average depth equation used
A
30
If using equation 3, main pool perimeter (feet)
31
If using equation 3, width of submerged veg. shelf (feel)
_
32
Volume of the forebay (cubic feet)
33
Is this 15.20% of the volume In the main pool?
Alfc
34
Clean -out depth for forebay (inches)
35
Design volume of SCM (cu ft)
598851 d
36
Is the oudot an orifice or a weir?
Orifice
37
If orifice, orifice diameter (inches)
4 in
_
38
If weir, weir height (inches)
39
If weir, weir length (inches)
40
Drawdown time for the temporary pool (days)
4.47
41
Are the inlets) and outlet located In a manner that avoids short-
ciroulling?
Yes
_
42
Ara berms or baffles provided to improve the flow path?
No
43
Depth of forebay at entrance (inches)
44
Depth of forebay al exit (inches)
45
Does water flow out of the forebay in a non -erosive manner?
P,
45
Width of the vegetated shelf (feet)
YAtA
47
Slope of vegetated shelf (H:V)
48
Does the orifice drawdown from below the top surface of the
permanent pool?
Yes
49
Does the pond minimize impacts to the receiving channel from the 1-
yr, 24-hr storm?
Yes
50
Are fountains proposed? (It Y, please provide documentation that
MDC(9) is met,)
No
51
Is a fresh rack or other device provided to protect the outlet system?
Yes
52
Are the dam and embankment planted in non -clumping turf grass?
Yes
_
53
Species of turf that will be used on the dam and embankment
Bermuda
54
Has a planting pplan been provided for the vegetated shelf?
('a
ADDITIONAL
INFORMATION
Please use this space to provide any additional information about the
55 wet;rd(s):
1995 Pond Rules al time 3f permitting
-row
E C E' !F'
APR 0 8 2019
BY.,
SEAL c
PE 023917
OfNE`
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hFF/r1 ID Ullrls tQ-�
Wet Pond 1 10:19 AM 4/8/2019

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