SW8171118_Current Permit_20180306

ROY COOPER
o 'a Governor
MICHAEL S. REGAN
Secretary
Energy, Mineral& WILLIAM E. (TOBY) VINSON, JR.
Land Resources Interim Director
ENVIRONMENTAL QUALITY
March 6, 2018
Aftew Properties, LLC
Attn: Mr. Arnold L. Sobol, Manager
2020 Churchill -Drive
Wilmington, NC 28403
Subject: State Stormwater Management Permit No. SW8171118
The Village at Motts Landing Phase 2D
High Density Subdivision Project
New Hanover County
Dear Mr. Sobol:
The Wilmington Regional Office received a complete, State Stormwater Management Permit Application
for the subject project on February 28, 2018. 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 effective January 1, 2017. We are forwarding Permit No. SW8 171118 dated March 6, 2018, for
the construction, operation and maintenance of the stormwater control measures (SCMs), built -upon
areas, as well as the stormwater collection system and/or vegetated conveyance system associated with
the subject project.
This permit shall be effective from the date of issuance until March 6, 2026 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required. Please pay special attention to the permit conditions regarding the operation and
maintenance of the SCMs, stormwater collection system, and/or vegetated conveyances; the limitation of
built -upon area; modification of the project; the procedures for changing ownership of and/or transferring
the permit; and the need to renew the permit. Please also pay attention to the permit conditions that
requires the recordation of deed restrictions and protective covenants, easements, and the maintenance
agreement, which must all be provided along with certification upon completion of the project. Failure to
comply with these requirements will result in future compliance problems.
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 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, NC 28405
410 796 7215

State Stormwater Management
Permit No. SW8 171118
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Aftew Properties, LLC
The Village at Motts Landing Phase 2D
476 Jacob Mott Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) wet pond ("stormwater control measures" or
"SCMs") in compliance with the provisions of Title 15A NCAC 2H .1000 effective January 1, 2017 (the
"stormwater rules") and the approved stormwater management plans, application, 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") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until March 6, 2026 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the management and volume of stormwater
described in the approved plans and specifications. The maximum amount of built -upon area
(BUA) allowed for the entire project is 102,760 square feet.
2. The drainage area(s) for the on -site stormwater system(s) will be limited to the amount(s) of
built -upon area indicated in this permit and the approved plans and specifications. The runoff
from all built -upon area within the permitted drainage area(s) of this project must be directed into
the permitted stormwater control measure(s). The stormwater control measure has been
designed using the runoff treatment method to handle the runoff from 102,760 square feet of
impervious area. This permit does not provide any allocation of built -upon area for future
development.
3. Each of the four (4) lots are limited to a maximum of 5,000 square feet of built -upon area, as
indicated in the approved plans and specifications.
4. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures, from the
top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters,
perpendicular to the shoreline in accordance with the stormwater rules and the approved plans
and specifications.
5. The stormwater control measure(s) is(are) permitted based on the design criteria presented in
the sealed, signed and dated supplement(s) and as shown in the approved plans and
specifications. These stormwater control measure(s) must be provided and maintained at the
design condition. The approved supplement(s) is(are) incorporated by reference into this permit.
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State Stormwater Management
Permit No. SW8 171118
6. The peak flow from the 10-year storm event shall not cause erosion downslope of the
stormwater outlet discharge point.
7. Decorative spray fountains will be allowed in the stormwater treatment system 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.
8. When using a wet pond for irrigation, it is recommended that some water be maintained in the
permanent pool, the vegetated shelf is planted with appropriate species that can handle
fluctuating conditions, and human health issues are addressed.
9. The SCM landscape planting plan shown in the approved plans shall be followed in its entirety
during construction. After the plants are established, the operation and maintenance agreement
must be followed.
II. SCHEDULE OF COMPLIANCE
The project and SCM shall be constructed, operated and maintained in accordance with the
conditions of this permit and the approved plans and specifications.
2. The on -site stormwater system shall be entirely constructed, vegetated, and operational prior to
the construction of any development within the drainage area, per the approved plans and
specifications.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the on -site
stormwater system will be repaired immediately. If the stormwater system is 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.
4. All stormwater control measures, stormwater collection systems vegetated conveyance systems,
and/or maintenance accesses must be located in public rights -of -way, dedicated common areas
that extend to the nearest public right-of-way, and/or permanent recorded easements that
extend to the nearest public right-of-way for the purpose of inspection, operation, maintenance,
and repair.
5. 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 functions at the approved design condition. The approved
Operation and Maintenance Agreement is incorporated by reference into this permit and must
be followed in its entirety and maintenance must occur at the scheduled intervals.
6. The operation and maintenance agreement must be recorded with the Office of the Register of
Deeds.
7. Records of maintenance activities must be kept and made available upon request to authorized
personnel of the Division. The records will indicate the date, activity, name of person performing
the work and what actions were taken.
8. The final plats for the project must be recorded with the Office of the Register of Deeds prior to
the sale of lots. The recorded plat 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.
9. Recorded deed restrictions and protective covenants must be recorded with the Office of the
Register of Deeds, will be incorporated into this permit by reference, and include, at a minimum,
the following statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 171118, as issued by the Division of Energy, Mineral
and Land Resources 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.
Page 2 of 5

State Stormwater Management
Permit No. SW8 171118
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division.
f. The maximum built -upon area per lot is 5,000 square feet. This allotted amount includes
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 runoff from the built -upon areas on the lot must drain into the permitted system. This
may be accomplished through providing roof drain gutters, which drain to the pond or
street, grading the lot to drain toward the street or directly into the pond, or grading
perimeter swales and directing them into the pond or street.
h. Built -upon area in excess of the permitted amount will require a permit modification to
ensure compliance with the permit and stormwater rules.
i. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures,
from the top of bank of each side of streams or rivers, and from the mean high waterline of
tidal waters, perpendicular to the shoreline.
j. 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.
10. For the entire project, the deed restrictions and protective covenants outlined in Section II. 9 of
this permit must be recorded with the Office of the Register of Deeds prior to the sale of
individual lots or groups of lots.
11. For each lot, the permittee shall record deed restrictions and protective covenants prior to the
issuance of a certificate of occupancy to ensure the permit conditions and the approved plans
and specifications are maintained in perpetuity.
12. The maximum built -upon area 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.
13. The permittee shall review each lot for new construction and all subsequent modifications and
additions to ensure compliance with the conditions of the permit and the approved plans and
specifications. The plans reviewed must include all proposed built -upon area, grading, and
driveway pipe placement. The permittee shall not approve any lot plans where the maximum
allowed built -upon area has been exceeded, or where modifications to the grading or to the
storm drainage system are proposed unless and until a permit modification has been approved
by the Division. The permittee may establish an Architectural Review Board (ARB) or
Committee (ARC) to conduct these reviews. However, any approval given by the 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.
14. The permittee is responsible for verifying that the proposed built -upon area on each individual lot
and for the entire project does not exceed the maximum amount allowed by this permit. The
permittee shall routinely monitor the lots for compliance with 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.
Page 3 of 5

State Stormwater Management
Permit No. SW8 171118
15. Upon completion of the project, the permittee shall determine whether or not the project is in
compliance with the permitted plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the permitted plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and protective
covenants; and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the permitted plans,
the permittee shall submit an application to modify the permit within 30 days of completion
of the project or provide a plan of action, with a timeline, to bring the site into compliance.
16. 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
stormwater control measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading or resizing of any
component of the approved stormwater control measure, stormwater collection system
and/or vegetative conveyance system shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement within the common areas for BUA credit that
was not included in the approved plans and specifications. The request must include a
proposed amendment to the deed restrictions and protective covenants for the subdivision.
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 modifications as determined by the Director.
17. 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.
18. 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.
III. GENERAL CONDITIONS
1. 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.
2. 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.
Page 4of5

State Stormwater Management
Permit No. SW8 171118
3. 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.
4. This permit is not transferable to any person or entity except after notice to and approval by the
Director. The permittee shall submit a completed and signed State Stormwater Request Form
for Permit Transfer or Permit information Update, accompanied by the supporting
documentation as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. Any ownership change including:
i. The assignment of declarant rights to another individual or entity;
ii. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of Session Law 2011-256;
iii. The sale or conveyance of the project area in whole or in part, except in the case of
an individual lot sale that is made subject to the recorded deed restrictions and
protective covenants;
iv. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e) and
NCGS 57D-6-07;
b. Bankruptcy;
c. Foreclosure, subject to the requirements of Session Law 2013-121,
d. A name change of the current permittee;
e. A name change of the project;
f. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all terms and conditions of this permit until the
Division approves the transfer request. Neither the sale of the project, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
6. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
7. 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 permit conditions.
8. Approved plans, application documents, supplements, calculations, operation and maintenance
agreement, and specifications for this project are incorporated by reference and are enforceable
parts of the permit. A copy of this permit, application, supplements, operation and maintenance
agreement, and approved plans and specifications shall be maintained on file by the permittee.
9. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater system
must follow the guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
10. 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.
11. 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 issued this the 61h day of March 2018.
NOR T H CA OLINA ENVIRONMENT AL MANAGEMENT CM
MISSION
Willia E. (Toby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 171118
Page 5 of 5

State Stormwater Management
Permit No. SW8 171118
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As -Built Permittee Certification
• As -Built Designer's Certification General MDC
• As -Built Designer's Certification for Wet Detention Pond Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

State Stormwater Management
Permit No. SW8 171118
AS -BUILT PERAUTTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my signature below,
that the project meets the below listed Final Submittal Requirements found in NCAC 02H.1042(4) and the
terms, conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast Track As -built Package Submittal.
Printed Name
I,
County of
Ssgnatui e
a Notary Public in the State of
do hereby certify that
personally appeared before me this clay of 20
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
— —
P=ittec, s Cortification NCAC .1042(4)
Completed
Prodded
I N/A
—
i A. DEED RESTRICTIONS / BUA RECORDS
�
1. The deed restrictions and protective covenants have been recorded and
Y or N
contain the necessary language to ensure that the project is maintained
consistent with the stormwater regulations and with the permit conditions.
2. A copy of the recorded deed restrictions and protective covenants has been
Y or N
provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note 1)
Y or N
B. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair.
2. The access is a minimum of 10 feet wide.
Y or N
3. The access extends to the nearest public right-of-way.
Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection / conveyance system
Y or N
are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided.
_ Y or N
_
D. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that
_
Y or N
have an SCM include the followiri —_ --- — - ---
___ ---
_—_-_
I . The specific location of the SCM on the lot.
Y or N
2. A typical detail for the SCM.
Y or N
3. A note that the SCM is required to meet stormwater regulations and that the
lot owner is subject to enforcement action as set forth in NCGS 143 Article
Y or N
21 if the SCM is removed, relocated or altered without prior approval._ _ __....
----.._._. ---__-- _--
Y or N
E. OPERATION ANT? MAINTENANCE AGREEMENT
1. The O&M Agreement is referenced on the final recorded plat.
Y or N
2. The O&M Agreement is recorded with the Register of Deeds and appears in
Y or N
the chain of title.
F. OPERATION .AND i1+IAINTENATRCE PLAN — maintenance records are
being kept in a known set location for each SCM and are available for review..
Y or N
—
G DESIGNER'S CERTIFICATION FORM — has been provided to the
_Division.
Y or N
Notel- Acceotable records include ARC ar)Drovals. as -built survevs. and county tax records.
Page 1 of 6

State Stormwater Management
Permit No. SW8 171118
Provide an explanation for every requirement that was not met, and for every "N/A" below. Attach
additional sheets as needed.
Page 2 of 6

State Stormwater Management
Permit No. SW8 171118
AS -BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets the below listed General MDC found in NCAC 02H.1050 in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS -
BUILT" drawings, such that the intent of the stormwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #? _
Check here if this is a part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name
NC Registration Number_
SEAL:
Signature
Date
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
0) Circle N if the as -built value differs from the Plan. If N is circled, provide an explanation on Page 2.
ON/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this SCM or project.
Consultant's Certification NCAC .1003((3) & General MDC ,1050
OAs-built
ON/E
ON/A
TREATMENT REQUIREMENTS-.--
1. The SCM achieves runoff treatment.
Y or N
2. The SCM achieves runoff volume match.
Y or N
3. Runoff from offsite areas and/or existing BUA is bypassed.
Y_ or N _
4. Runoff from offsite areas and/or existing BUA is directed into
Y or N
the permitted SCM and is accounted for at the full build -out
potential.
5. The project controls runoff through an offsite permitted SCM
Y or N
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project has
Y or N
been accounted for at the appropriate design storm level.
7. The SCM(s) meets all the specific minimum design criteria.
Y_ or N
B. VEGETATED SETBACKS / BUA
E
1. The width of the vegetated setback has been measured from
Y or N
the normal pool of impounded waters, the MHW line of tidal
waters, or the top of bank of each side of rivers or streams.
2. The vegetated setback is maintained in grass or other
Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 (b2)(2)
Y or N
is located in the setback.
4. BUA that does not meet the requirements of NCGS 143-214.7
Y or N
(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road, greenway sidewalk)
b. Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at the
Y or N
edge of the setback and allowed to flow through the setback as
dispersed flow.
Page 3 of 6

State Stormwater Management
Permit No. SW8 171118
- -- -- - - -- - - -
tOAs-built
j 6N/E
ON/A.
C. STORMWATER OUTLETS - the outlet handles les the peak flow
Y N
from the 10 year storm with no downslo a erosion.
or
D. VARIATIONS
1. A variation (alternative) from the stormwater rule provisions
Y or N
has been implemented.
2. The variation provides equal or better stormwater control and
y N
equal or better protection of surface waters.
or
i F. C0WLIANCE WITH OTHER : GULATORY
Y N
PROGRAMS has been met.
or
F. SIZING -the volume of the SCM takes the runoff om all
-1----
- -�---
surfaces rato account and is sufficient to handle the required storm
depth.
Y or N
i G. CONTAMINATED SOILS - infiltrating SCM's are not located
Y or N I
in or on areas with contaminated soils.
H. SIDE SLOPES_-
1. Vegetated side slopes are no steeper than 314:1V.
Y or N
2. Side slopes include retaining walls, gabion walls, or other
Y or N
surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V (provide
Y or N
supporting documents for soils and vegetation)._
L EROSION PROTECTION
1. The inlets do not cause erosion in the SCM.
Y or N
2. The outlet does not cause erosion downslope of the discharge
Y or N
point during the peak flow from the 10 year storm. _
J. EXCESS FLOWS - An overflow / bypass has been provided.
Y or N
i
R. DEWATERING - A method to drawdown standing water has
Y or N
'
i
i been provided to facilitate maintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION - the SCM has been
Y or N
cleaned out and convected to its approved design state.
I
M. MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair.
Y or N
2. The access does not include lateral or incline slopes >3:1.
Y or N
N. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) -
The designer is licensed under Chapters 89A, 89C, 89E, or 89F of
Y or N
1 the General Statutes. _-_-
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "WE",
below. Attach additional pages as needed:
Page 4 of 6

State Stormwater Management
Permit No. SW8 171118
AS -BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets all of the MDC found in NCAC 02H.1053, in accordance with the permit documents, plans
and specifications on file with or provided to the Division, except as noted on the "AS -BUILT" drawings, such
that the intent of the stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name
Signature
NC Registration Number Dstre,
SEAL:
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
(D Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 2
OO N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
-- Consultant's Certification M' C -1053)
O.As-built
ON/E
ON!A
A. Foreha. / Depths / Fountain
1. The available Sediment storage is consistent with the approved
Y N
plan and is a minimum of 6 in.
or
2. Water flow over the forebay berm into the main pond occurs at a
Y N
non -erosive velocity.
or
3. The provided Forebay Volume is 15%-20% of the main pool
Y or N
volume.
4. The Forebay entrance elevation is deeper than the exit elevation
Y N
into the pond.
or
5. The Average Design Depth of the main pond below the
Y N
permanent pool elevation is consistent with the permitted value?
or
6. Fountain documentation is provided.
Y or N
B. Side slopes / Banks / Vegetated Sher
1. The width of the Vegetated Shelf is consistent with the approved
Y N
plans and is a minimum of 6 feet.
or
2. The slope of the Vegetated Shelf is consistent with the approved
Y or N
�_ Mans and is no steeper than 6_1 .T_
C. As -built Main Pool / Areas / Volumes / Elevations
- ------ --------- — ---- -- ---- -- - -- - -- --- ...__....-- - ---- ---
1. The permanent pool surface area provided is consistent with the
Y N
permitted value.
or
2. The Temporary Pool Volume provided is consistent with the
Y N
permitted value.
or
3. The permanent pool elevation is consistent with the permitted
Y N
value.
or
__-
4. The temporary pool elevation is consistent with the permitted
Y N
value.
or
Page 5 of 6

State Stormwater Management
Permit No. SW8 171118
4iK/E
©N/A
D. Inlets I Outlet / Drawdown
_
1. The design volume draws down in 2-5 days.
Y or N
2. The size of the Orifice is consistent with the permitted value.
Y or N
3. A trash rack is provided on the outlet structure.
Y or N
4. Hydrologic impacts to the receiving channel are minimized from
Y or N
the i yr 24 hr storm discharge?
_
5. The inlets and the outlet location are situated per the approved
Y or N
and avoid short-circuiting_
--
_ _plan
E. Vegetation
-----------
--�--i
1. The vegetated shelf has been planted with a minimum of 3
diverse species.
Y or N
2. The vegetated shelf plant density is consistent with the approved
plans and is no less than 50 plants per 200 sf or no less than 24
Y or N
inches on center.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "N/F
below. Attach additional pages as needed:
Page 6 of 6

Operation & Maintenance Agreement
Project Name:
Project Location:
The Village at Molts Landing Phase 2D _ j�44�'
476 Jacob Mott Drive
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a li
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately.
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & cc
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present:
O&M tables will
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
g in a known set locatio
These deficiencies can
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Arnold L. Sobol
Member Manager, Aftew Properties, LLC
2020 S. Churchill Drive
Wilmington, NC 28403
910-763-2629
lobos [e-mail]
Date:
Si nature: � � y)
g
I, Rim i cA L. V (4 Ni , a Notary Public for the State of lu )f tg err l j y►�,
County of Neix; �"oyw do hearby certify that - ' h au L' b6D l
personally appeared before me this day of bu-el-e� , �Q ��-- and
acknowledge the due execution of the Operations and M " ten nce greement .
Witness my hand and official seal,
r:O�G <s
e;
z c
,yyy9.'-CVEp GOJa�a,`
My commission expires Val V J Uy,
CEIV E
NOV 15 Z017
Seat'
STORM-EZ
Version 1.4
O&M Manual
10/5/2017
PaOe 1 of 3

i+ir'at Detention Pond :Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
_ If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediateiv.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris.is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to remove the gully, and then plant a
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
long.
Maintain vegetation at a height of approximately six inches.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Swale.
Regrade the swale if necessary to smooth it over and provide erosion
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
a depth greater than the
original design depth for
Search for the source of the sediment and remedy the problem if
possible. Remove the sediment and dispose of it in a location where it
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Remove the weeds, preferably+I i e d, wipe it on
the plants rather than spraying.
Weeds are present.
The vegetated shelf
Best professional practices
show that pruning is needed
Prune according to best profess al practices
to maintain optimal plant
health.
BY•. -
Determine the source of the problem: soils, hydrology, disease, etc.
Remedy the problem and replace plants. Provide a one-time ertilizer
Plants are dead, diseased or
dying.
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
STORM-EZ 10/5/2017
Version 1 A O&M Manual Page 2 of 3

Wet Detention Pond Maintenance Re4uirements (Continued)
The main treatment area
Sediment has accumulated to
a depth greater than the
Search for the source of the sediment and remedy the problem if
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
of the area.
Consult a professional to remove and control the algal growth.
Cattails, phragmites or other
invasive plants cover 50% of
Remove the plants by wiping them with pesticide (do not spray).
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
beaver activity is present.
Use traps to remove muskrats and consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
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.
Wet Detention Pond Dea-ign Summary
WET POND ID FOREBAY MAIN POND
_ 1 Permanent Pool El. 19 Permanent Pool El. 19
Temporary Pool El: 20 Temporary Pool El: 20
Pretreatment other No Clean Out Depth: 5 Clean Out Depth: 3.84
than forebay? Sediment Removal El: 14 Sediment Removal El: 15.16
Has Veg. Filter? Yes Bottom Elevation: 13 Bottom Elevation: 14.15
BY:
STORM-EZ 11/13/2017
Version 1.4 O&M Manual Page 3 of 3

DEMLR USE ONLY
Dat keceived
Pai
Permit Numbe
rl-a
2.5v
�/ .
Ap cable ales: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The Village at Motts Landine Phase 2D
2. Location of Project (street address):
476 Tacob Mott Drive
City:Wilmington County:New Hanover Zip:28412
3. Directions to project (from nearest major intersection):
From the intersection of Sanders Road (SR1187) and Motts Village Road (SR 2427), travel approx. 0.33 mile
north. Turn right onto Tacob Mott Drive and travel approx. 0.3 mile east to end of road
4. Latitude:34° 07
II. PERMIT INFORMATION:
Longitude:770 54' V" W of the main entrance to the project.
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWUI 102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
[]Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on requ�t
obtained by contacting the Customer Service Center at 1-877-623-6748): AR
hh ZQ ❑CAMA Major NSedimentation/Erosion Control: ac�i'l� AI11 ed Are
❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? NNo ❑Yes
If yes, see S.L. 2012-200, Part VI: httg:/bortal.ncdenr.org/web/`Ir/.rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Aftew Properties, LLC
Signing Official & Title:Arnold L. Sobol, Member Manager
b. Contact information for person listed in item la above:
Street Address:2020 S. Chruchill Drive
City:Wilminpton State:NC Zip:28403
Mailing Address (if applicable):
City:
State:
Zip:
Phone: (910 ) 763-2629 Fax: (910 ) 763-4742
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:_
Phone:
Email:
State: Zip:
Fax: l 1
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person /Organ;7ai-inn-
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: E
Phone: ( ) Fax: ( L-
Email:
4. Local jurisdiction for building permits: New Hanover County
Point of Contact: Phone #: �_ )
Form SW-101 Version Oct. 31, 2013 Page 2 of 6

IV.� PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
one (1) wet detention basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cane Fear River basin.
4. Total Property Area: 6.9 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 6.9 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NF3M line or Mean High Water
(MHM line, and coastal wetlands landwardfrom the NHW (or %A line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHV1) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 34.2 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BM-P. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area
Drains a Area
Receiving Stream Name
Motts Creek
_
Stream Class *
C;Sw
Stream Index Number *
18-82
Total Drainage Area (so
257,841
On -site Drainage Area (so
257,841
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
102,760
% Impervious Area** total
39.9
Im envious""' Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
20,000
On -site Streets (so
66,550
On -site Parking (sf)
0
On -site Sidewalks (sf)
16,210
Other on -site (so
0
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (so
0
Total (sf):
102,760
offeaih Clubs unu index Number can be aetermmed at: http:/Xortal.ncdenr.or /weblzvq&s/csu/classi cations
�* impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing B UA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced lnj new B UA,
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. NA
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htU2://12ortal.ncdenr.org/web/wg/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http:/ /portal.ncdenr.org web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http:/ /portal.ncdenr.org/web/wq/ws/su/mates.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the, latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. —
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants_
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hgp://www.envhelp.orLLpages onestopexpress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor tl�li the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the IIA
receiving stream drains to class SA waters withui 1/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines. t""% e,
• Delineate the vegetated buffer landward from the normal pool elevation o E 1 My E
structures, the banks of streams or rivers, and the MHW (or NHW) of tida at��
i. Dimensioned property/project boundary with bearings & distances. �V�� 5 2017
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevationsSY.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SVIU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify_
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3497 Page No: 0245 Nt'y
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC MLLI
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretar�.state.nc.us(CorPorations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortal.ncdenr.orgZweb/Ir/state-stormwater-
forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Phillip G. Tripp, P.E.
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnut Street
City: Wilmington State:NC Zip:28401
Phone: (910 ) 763-5100
Email:trippeng®ec.rr.com
Fax: (910 ) 763-5631
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Inforrnaiion, item It a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submi dicates the
party responsible for the operation and maintenance of the stormwater syst IE0�
NOV 15 20t7
Form SW-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1 a) Arnold L. Sobol
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 the
applicable stor ater rules under 15A NCAC 21H.1000 and any other applicable state s ,water requirements.
AA VAVI
Signature. )at .
10L ACA fbl n�
h,\\ Gn) �_ V JS I a Notary Public for the State of County of
1"CAP JAMA b V,&�`✓ , do hereby certify that �J'11/ Vl D �G �, . set 60 + personally appeared
before me this Ll iday of I uoye4m ,zo n-.and owledge th u e ec lion of the application for
a stormwater permit. Witness my hand and official seal,
III � ,,,,��h,,y
T 01"s
ZZ
�.:
,r'�ygti v�ra�a
SEAL
My commLcsion expires Kal sotun--
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

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3

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Arnold L. Sobol , acknowledge, affirm and agree by my signature below, that I will cause
the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to en re ongoing compliance with State Stormwater
Management Permit Numbe��/r1, as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is _5, 000 square feet. This allotted amount
includes 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 areaJandsu
ut is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coqu iut does
not include raised, open wood decking, or the water surface of swimmin bPs'"�
7. Each lot will maintain a 30** foot wide vegetated buffer between all imp ous arease
waters.
**50 foot for projects located in the 20 coastal counties. BY.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swa/es to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Signature: LOL_tla� 1Z j�� �
0. / Z-a017
a Notary Public in the
State of North Carolina , County of
do hereby certify that Arnold L. Sobol
personally appeared
before me this the day of tv U�iMI� , ��, and acknowledge
the due execution of the foregoing instrument. Witness my hand and g 'Q1 seal,
Si nature �DT A�
y
My Commission expires 'L z
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1 '-�ti AV S L�G A.
f'414/fill, N