SW8190818_Historical File_20200114

ROY COOPER
Governor
MICHAEL S. REGAN
secretory
S. DANIEL SMITH
Director
January 14, 2020
NORTH CAROLINA
Environmental QuaW
Aftew Properties, LLC
Attn: Mr. Arnold L. Sobol, Manager
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: State Stormwater Management Permit No. SW8190818
The Village at Motts Landing Phase 2E
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 January 10, 2020. Staff review of the plans
and specifications has determined that the project, as proposed, complies with the
Stormwater Regulations set forth in Title 15A NCAC 02H.1000 amended on January 1, 2017
(2017 Rules). We are hereby forwarding Permit No. SW8 190818 dated January 14, 2020,
for the construction of the built -upon areas (BUA) and stormwater control measures
(SCMs) associated with the subject project For clarification, SDMH #6 is stubbed out
outside of the project area, but it will not collect water. The permittee has overbuilt
the pond in anticipation of being able to modify this permit to use additional
capacity at a later date. Installing SDMH #6 at this time is intended to avoid a
construction disturbance later.
This permit shall be effective from the date of issuance until January 10, 2028 and the
project shall be subject to the conditions and limitations as specified therein and does not
supersede any other a envy permit that may be required. 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. This cover letter,
attachments, and all documents on file with DEMLR shall be considered part of this permit
and is herein incorporated by reference.
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.
�
North Carolina Department of Environmental � Pa Quality I Division of Energy, Mineral and Land Resources
__EQ
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
ern carauNn
owe..Rdru+a 910.796.7215

If you have any questions concerning this permit, please contact Kelly Johnson in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
S. Daniel mith, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A -Designer's Certification Form
Application Documents
GDS/kpj: \\\Stormwater\Permits & Projects\2019\190818 HD\2020 01 permit 190818
cc: Phil Tripp, PE, Tripp Engineering
419 Chestnut Street, Wilmington, NC 28401
New Hanover County Building Safety Department.
New Hanover County Engineering
NCDOT District Engineer
Wilmington Regional Office Stormwater File

State Stormwater Management
Permit No. SW8 190818
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE 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 amended on
January 1, 2017 (2017 Rules) (the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Aftew Properties, LLC
The Village at Motts Landing Phase 2E
360 Glen Ellen Road, Wilmington, New Hanover County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) one (1) wet pond
("stormwater control measures" or "SCMs") outlined in the application, approved stormwater
management plans, supplement, calculations, operation and maintenance agreement, recorded
documents, specifications, and other supporting data (the "approved plans and specifications") as
attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the
Division" or "DEMLR"). The project shall be constructed, operated and maintained in accordance
with these approved plans and specifications. The approved plans and specifications are
incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until January 14, 2028 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 313,078
square feet.
a. SCM BUA LIMITS. The SCM has been designed using the runoff treatment method to
handle the runoff from 313,078 square feet of BUA within the delineated drainage area. The
BUA for the future development is limited to 110,000 square feet, which has been included in
the total.
b. BUA FOR INDIVIDUAL LOTS. Each of the 31 lots are limited to a maximum of 5,nOO square
feet of BUA, 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.
Page 1 of 6

State Stormwater Management
Permit No. SW8 190818
2. SCM REQUIREMENTS. The following requirements pertain to the SCMs on 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. PLANTING PLAN. 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.
c. 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.
d. IRRIGATION. If the wet pond is to be used 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.
3. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
4. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is 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.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans or in the following instances where the BUA has
been minimized and channelizing runoff from the BUA is avoided:
i. Water dependent structures; and
ii. Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere.
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM must be released at the edge of the vegetated setback and allowed to flow
through the setback as dispersed flow.
5. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds prior to the sale of individual
lots or -groups of lots:
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs, and 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.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. The final recorded plats 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 190818
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. Recorded deed restrictions and
protective covenants must include, at a minimum, the following statements related to
stormwater management:
i. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 190818, 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) per lot is 5,000 square feet. 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. A 50-foot wide vegetative setback must be provided and maintained adjacent to all
surface waters in accordance with 15A NCAC 02H.1003(4) and the approved
plans.
X. 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.
e. DEEDS FOR INDIVIDUAL LOTS. 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.
6. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on -site stormwater system will be repaired immediately.
a. SCM OPERATIONAL PRIOR TO DEVELOPMENT. During construction, all operation and
maintenance for the project shall follow the Erosion Control Plan requirements until the
Sediment -Erosion Control devices are converted to SCMs. Once the device is converted to
a SCM, the permittee shall provide and perform the operation and maintenance as outlined
in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it 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 190818
7. 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. For changes to the project or SCM that impact the certifications, a new or updated
certification(s), as applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. Adding the option to use permeable pavement or #57 stone within the lots as a permeable
surface. The request may require a proposed amendment to the deed restrictions and
protective covenants for the subdivision to be submitted and recorded.
g. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material within the common areas to be considered a permeable surface that were not
included in the approved plans and specifications.
h. Other modifications as determined by the Director.
8. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved 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 operation and 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 approved 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.
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 are maintained 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 the
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 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 takers.
Page 4 of 6

State Stormwater Management
Permit No. SW8 190818
10. 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 15A NCAC 02H.1045(3).
11. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit a
completed Permit Information Update Application Form to the Division within 30 days to making
any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee.
12. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2) and must be
submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property area in whole or in part,
except in the case of an individual residential lot sale that is made subject to the
recorded deed restrictions and protective covenants,
ii. The assignment of declarant rights to another individual or entity;
iii. 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);
iv. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and 08;
V. Bankruptcy;
vi. Foreclosure, subject to the requirements of Session Law 2013-121;
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on -site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
13. COMPLIANCE. 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.
a. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot 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 plans reviewed must include all proposed BUA, grading, and
driveway pipe placement. 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
and/or to the stormwater collection system and/or to the vegetated conveyance unless and
until a permit modification has been approved by the Division. The permittee shall review
and routinely monitor the project 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.
b. ARCHITECTURAL REVIEW BOARD (,ARB) OR COMMITTEE 0%RC)_ The permittee may
establish an ARB or ARC to conduct individual lot 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.
Page 5 of 6

State Stormwater Management
Permit No. SW8 190818
c. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
e. 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.
f. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within the time
frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of modified plans and certification in writing to the Director that the changes have
been made.
g. 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 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. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit issued this the 14t�' day of January 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Daniel�ith,�Uirec�tor����
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 190818
Page 6 of 6

State Stormwater Management
Permit No. SW8 190818
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 190818
AS -BUILT PERMITTEE 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.
H
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
Signature
a Notary Public in the State of
do hereby certify that
personally appeared before me this day of , 20
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
_T
rn Penittee's Certifical�ion NCAC' .1042(4)
L'c; lete_d I
p
gTDVlded
1�
A. DFE° 0- RMELYME ONS / BUA REC DIUM
1. The deed restrictions and protective covenants have been recorded and
contain the necessary language to ensure that the project is maintained
consistent with the stormwater regulations and with the permit conditions.
Y or N
2. A copy of the recorded deed restrictions and protective covenants has been
provided to the Division.
Y or N
3. Records which track the BUA on each lot are being kept. (See Note 1)
Y or N
3I MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
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. EASEWNTS
1. The SCMs and the components of the runoff collection / conveyance system
are located in recorded drainage easements.
Y or N
2. A copy of the recordedplat(s) is provided.
Y or N
Ik " SINCaX FAMILY RESIDENTM LOTS - Plaits for residential lots that
have xi SCM include the follovwirg;
Y or N
1. 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
21 if the SCM is removed, relocated or altered without prior approval.
Y or N
E. OPERATION .AND MAINTENANCE AGREEMENT
Y or N
j
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
the chain of title.
Y or N
F. OPERATION AND MIATON —JENAN P - tnafflienwice records ana
b6a • kep' is a'mown set location for each SCM arid are available for review.
Y ut N
G. DESIGNER'S CERTMCATION FIRM- has been provided to the
Division.
; Y 9r N
j
Note 1- Acceptable records include ARC approvals, as -built surveys, and county tax records.
Page 1 of 6

State Stormwater Management
Permit No. SW8 190818
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 190818
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
Signature
NC Registration Number Date
yVIIN
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) ON/A = not applicable to this SCM or project.
Consultant's Certification NCAC .1(X13((3) fit. General MDC .1050
OAs-built
ON/E
3N/A
4%. rREATIVIINTRUQUIREMENTS
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
$. VEGETATED SETRACKS / BUA
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 ofNCGS 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
(W)(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 190818
(As -built
ONIE
ONL4,
G. S'TOI . 'ER OUTLETS -- dn+ outlet handles the peak, tim
Y N
Y N
-�
from dAie vear storm w-iffi -no downsloye erosion.
or
cx
D. VARLkTIONIS
1. A variation (alternative) from the stormwater rule provisions
Y N
has been implemented.
or
2. The variation provides equal or better stormwater control and
Y N
e ual or better protection of surface waters.
or
'E. ANC R FUJ:G X WRY
PROGRAMS has been met.
Y or N
_
F. SIZING -the volume of the Makes the runoff from all
-
surfaces into account and is sufficient to handle the required rx m
depth.
Y or N
i
CONTANUNATED SOR.S - infiltrating SCM's are not located
` Y or
in or on areas with contaminated snails.
----
- - -
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:IV.
Y or N
2. Side slopes include retaining walls, gabion walls, or other
Y or N
surfaces that are steeper than 3H:1V.
3. Vegetated side slopes are steeper than 311:1 V (provide
Y or N
supporting documents for soils and vegetation).
L MROSION PROTEMO
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 qj!!iRg the peak flow from the 10 year storm.
J. EXCL" FLOWS —.An overflow / kyposs has been pmvided.
Y or N
l
K. DEWATFJMG —A met icd to dmwdown standing wat.€.T has
Y or 'N
. boen provided to facilitate maintenance and inspectiorst.
r
j
1, CLEANOUT AFTER CONSTRUCTION- the SCSI'` has been j
V or N
cleaned out and converted to its approved design sMu—,
-�
_K r'V_BM ENiANCE 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
X DYESIGNER Q A ITS f - Cl a RMM --
Tl-te designer is licensedqua,1rx Chairs 89.A, t9C, 89E, or R917.eu
Y or N
Generall Statute.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "N/E", below.
Attach additional pages as needed:
Page 4 of 6

State Stormwater Management
Permit No. SW8 190818
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
NC Registration Number
SEAL:
Signature
Date
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
i0 Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 2
©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
Consul€ant's Certification (MDC .1053)
1 0h"U iit
? `N/E
ZI /A
A. Forebuy / 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 N
volume.
or
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.. Sias skMn /BaoksI Vegoetxted Shelf
1. The width of the Vegetated Shelf is consistent with the approved
y N
Tans and is a minimum of 6 feet.
or
2. The slope of the Vegetated Shelf is consistent with the approved
y N
Tans and is no steeper than 6:1.
or
C. As-buiit Main Pool I Aneas i V uiume<< i Ekvationc
1. The permanent pool surface area provided is consistent with the
Y N
ermitted 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 190818
-- -- - - --- j
';DAs- uijf
LJN/r.
I WA
p. 1Rll"AS / Ouikt / DrXW �-N ft
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
the 1 yr 24 hr storm discharge?
Y
or
N
5.
The inlets and the outlet location are situated per the approved
plan and avoid short-circuiting.
—�
y
or
N
E. VmUtion
J
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
inches on center.
Y
or
N
Provide an explanation for every NOC that was not met, and for every item marked "N/A" or "N/E" below.
Attach additional pages as needed:
Page 6 of 6

DEMLR USE ONLY
DatellReAceived
Fee Paid
Permit Number
ao
a ,505 =1
"Swg i
Applicable Rul ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph Il - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina`'
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources w
BY: —
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 Mons Landing Phase 2E
2. Location of Project (street address):
360 Glenn Ellen Road
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. 0.2 mile east Turn left onto Glenn Ellen Road
4. Latitude:340 07 55" N Longitude:77° 54' 09" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): NNew ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU 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 NHigh 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 required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major NSedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater N404/401 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: http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the-roject):
Applicant/Organ
Signing Official &
b. Contact information for person listed in item 1a above:
Street Address:2020 S. Chruchill Drive ` a 19
City:Wilmington State:NC Zip:28403
Mailing Address (if applicable
City:
Phone: [phone]
Email:[e-mail]
State: Zip:
Fax: [phone]
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: ( 1
Email:
State: Zip:
Fax: ( 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/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone:
Fax: ( )
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, L _
2. a. If claiming vested rights, identify the supporting documents provided and the date thravere 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 H - Post Construction
Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:19.25 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+:19.25 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 High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area zs used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MH[M line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 37.3 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. 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
Drama a Area
Receiving Stream Name
Motts Creek
_
_
Stream Class *
C;Sw
Stream Index Number *
18-82
Total Drainage Area (so
838,626
On -site Drainage Area (sf)
838,626
Off -site Drainage Area (sf)
0
-Proposed Impervious Area** s
208,078
% Impervious Area** total
37.3
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area
Drama e Area
On -site Buildings/Lots (sf)
155,000
_
_
On -site Streets (sf)
40,844
On -site Parking (sf)
0
On -site Sidewalks (sr)
7,234
Other on -site (sf)
0
Future (sf)
110,000
Off -site (s
0 .
Existing BUA*** (SO
0
Total (sf):
1.L.--- 1____
313,078
1
v�tcwn" �."uaa unu ir,Lxx tvumber can ve aeterminea at: litft7.aortat.ncdenr.orSyeb/wq/ps/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 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 asfer I5A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS y F
The applicable state stormwater management permit supplement andoperation and irtteii ee''(O&IV) fQr s
must be submitted for each BMP specified for this project. The latest versions of the ms can be download
from http:/ /portal.ncdenr.org/web/wq/ws/su/bmp-manual. BY:
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
bdp://portal.licdenr.org/web/wg/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://12ortal.ncdenr.org/web/3yg/ws/su/maps.)
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 does.
I is
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
http://www.envhelv.org/pages/onestol2express.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_
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
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
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.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MhW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
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 SWU-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
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC !�$
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<: f. 6:,
Secretary of State, otherwise the application will be returned.
h //www.secreta state.nc.us Cor orations CSearch.as x d
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS RY.
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://portal.ncdenr.org/web/lr/state-stormwater-
forms does. 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 C. Tripp, P.E.
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnut Street
City:Wilmington
Phone: (910 ) 763-5100
Email:[e-mail]
State:NC Zip:28401
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 Information, item 1a) 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 submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-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 , County of
do hereby certify that
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
BY:
My commission expires
X. APPLICANT°S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) 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 sto water rule der A NCAC 2H .1000 and any other applicable state jj slasrawater requirements.
'mil V►lJl�`�'�
Signature: Date:
I, a Notary Public for the State of�(#�� I cn� , County of )�-
afar do hereby certify that Awal d L personally appeared
before me this 221 day of k lit L and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, 2),am— c
pUBV,
. ..
SEAL
My commission expires 10-15 JJ
Form SW-101 Version Oct. 31, 2013 Page 6 of 6

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 21-1.1000 and S.L. 2006-246, the Stormwater Manageriient 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 ensure ongoing compliance with State Stormwater
Management Permit Number , 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 5000 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-wa_y 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.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
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 t rovide these additional measures.
Signature: Date.�/-ZC 1-
J
I, , a Notary Public in the
State of North Carolina , County of r
do hereby certify that Arnold L. Sobol personally appeared
before me this the —2.,b� day of JtlAJ— , and acknowledge
the due execution of the foregoing instrument. Witness �14, eayofcial seal,
`Ot.`,••.........••'��Q.,�. SEAL
. Q y'
Signatu = �4TA
My Commission expires
g OG
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1 s.c�ti• Avv sir

AIDo Wfb W
11S PM W-
TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
January 9, 2020
NCDEQ
Division of Energy, Mineral and Land Resources
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: The Village at Motts Landing Phase 2E
Permit No. SW8190818
TE 18012
Dear Kelly:
J A N 1
W
In response to your comments dated November 6, 2019, we offer the following:
1. Project Area
a. Please provide dimensioned project or project phase boundary with bearings
and distances all the way around the project.
We enclose a copy of the Phase 2E survey plat for your use.
b. SDMH #6 appears to be collecting water outside of the project boundary?
• SDMH #6 is stubbed out to collect stormwater runoff from the
remaining land to the east if necessary. We propose installing it at this
time to avoid major construction disturbance of the completed Phase 2E.
We include 110,000 sf for future impervious if needed and recognize
resubmittal will be required for any new development draining to
SDMH #6.
c. Please verify that you will or have obtained 404/401 permitting for the
wetland crossing for the pipe draining from SDMH #6 to the forebay.
Wetland crossing permitting is in process. If necessary, a dry bore
beneath the wetland will be installed, avoiding disturbance should
construction proceed prior to issuance of a USACOE Permit.
2. Drainage area: Please show the drainage area map on the plans.
• Drainage area map is enclosed.

3. Topography: Please provide proposed contours and drainage patterns.
v,'* Please note existing contours are provided and existing spot elevations are
provided along the roadway corridors. We include proposed contours around
thepond and proposed spot elevations with flow arrows along the streets. All
lots drain to the street as to prevent short circuiting the pond. Fill will be added
to lot Nos. 295 thru 299 and 313 thru 320 with proposed contours added. All
other lots drain naturally to street.
4. General
a. Note 6 on Sheet C 1 says that the HOA will be responsible for the sidewalk
maintenance, stormwater facilities, and recreation area. Please be advised
that Aftew Properties, LLC will be responsible for maintaining the
stormwater system until the permit is transferred to the HOA.
i� lievemper recogmzes it is a requirement to maintain all stormwater
facilities until permit is transferred.
5. Every SCM installed for this project shall be made accessible for maintenance and
repair. Please identify the maintenance access routes and easements as well as the
utility and drainage easements on the plans, if necessary. These shall have a
minimum width of 10 feet, slopes that do not exceed 3:1, and extend to the nearest
public right-of-way. These easements shall be granted in favor of the party
responsible for operating and maintaining the SCMs. I see the easements for the
pipes entering the forebay. Is the pond itself also in an easement?
• ccess and maintenance easement nas been added around the pond and
connecting to Glenn Ellen Road between lot Nos. 285 and 290.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
T En ee , P.C.
Phillip G. Tripp, P.E
PGT:dcb
Enc.

Johnson,
From: Johnson, Kelly
Sent: Friday, December 20, 2019 2:18 PM
To: [e-mail]
Cc: 'Phil Tripp'
Subject: RE: [External] FW: FW: The Village at Motts Landing Phase 2E - State Stormwater (SW8
190818)
Goodness, I hope things take a turn for the better. I have you down for 1/10/20.
Merry Christmas!
Keliy
From: [e-mail] [ma ilto:[e-mail]]
Sent: Thursday, December 19, 2019 4:10 PM
To: Johnson, Kelly <[e-mail]>
Cc:'Phil Tripp' <[e-mail]>
Subject: RE: [External] FW: FW: The Village at Motts Landing Phase 2E - State Stormwater (SW8 190818)
Kelly,
It seems Phil has not gotten caught up as quickly as we had hoped after his surgery.
We are therefore requesting an additional extension until January 101h to respond to these comments.
We apologize for the delay.
Thank you for your consideration.
Della Baird
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, NC 28401
910-763-5100
From: Johnson, Kelly
Sent: Tuesday, November 12, 2019 12:51 PM
To: office(o)trippenaineerine.com
Subject: RE: [External] FW: FW: The Village at Motts Landing Phase 2E State Stormwater (SW8 190818)
Della,
I hope all goes well with the surgery. I have you down for 12,113.
Thanks,
Kelly

From: [e-mail] [mailto:officeCd)trippengineerine.com]
Sent: Tuesday, November 12, 2019 12:34 PM
To: Johnson, Kelly <[e-mail]>
Subject: [External] FW: FW: The Village at Motts Landing Phase 2E State Stormwater (SW8 190818)
Send all suspicious—��a'as an attachment to
Kelly,
Phil has been out of the office for surgery and will not be returning until 11/22.
Your comments for the Village at Motts Landing Phase 2E specify a return reply by no later than 11/21.
Obviously this isn't going to happen. We respectfully request an extension of the response time until 12/13.
Thank you for your consideration.
Della Baird
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, NC 28401
910-763-5100
From: Phil Tripp
Sent: Thursday, November 7, 2019 1:29 PM
To: Della Baird <office trippengineering.com>
Subject: Fwd: FW: The Village at Motts Landing Phase 2E State Stormwater (SW8 190818)
---------- Forwarded message ---------
From: Johnson, Kelly <[e-mail]_>
Date: Wed, Nov 6, 2019 at 2:02 PM
Subject: FW: The Village at Motts Landing Phase 2E - State Stormwater (SW8 190818)
To: ptripp trippengineerine.com <ptripp trippengineering.com>
From: Johnson, Kelly
Sent: Wednesday, November 6, 2019 2:01 PM
To: Arnold Sobol ([e-mail]) <[e-mail]>
Cc: 'Della' <[e-mail]>
Subject: The Village at Motts Landing Phase 2E - State Stormwater (SW8 190818)
Mr. Sobol,

Please see the attached request for additional information.
Thanks,
Kelly
V-CI. W0klA.SOV%,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

\ NCO
ROY COOPER
Governor
MICHAEL S. REGAN
sec,a'ary
S. DANIEL SMITH
Director
November 6, 2019
Via email only. lobos2510aol.com
Aftew Properties, LLC
Attn: Mr. Arnold L. Sobol, Manager
2020 S. Churchill Drive
Wilmington, NC 28403
NORTH CAROLINA
Envirvmnodd Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 190818
The Village at Motts Landing Phase 2E
New Hanover County
Dear Mr. Sobol:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for the subject project on August 20, 2019. A preliminary in-depth review of that
information has determined that the application is not complete and that additional information is
needed. To continue the review, please provide the following additional information:
Project Area [15A NCAC 02H. 1 042(2)(g)(ii)]:
a. Please provide dimensioned project or project phase boundary with bearings and
distances all the way around the project.
b. SDMH #6 appears to be collecting water outside of the project boundary?
c. Please verify that you will or have obtained 404/401 permitting for the wetland crossing
for the pipe draining from SDMH #6 to the forebay.
2. Drainage Area [15A NCAC 0214_1042(2), .1042(2)(g)(iv), .1042(3)(b), and .1050(1) to support
.1042(2)(a)(iv)]: Please show the drainage area map on the plans.
3. Topography [15A NCAC 02H.1042(2)(g)(iv)]: Please provide proposed contours and
drainage patterns. Recommendation: In the case where the contour interval on a
"topographic" map is too large to adequately reflect the existing and proposed drainage
patterns of a relatively flat property, spot elevations and/or a site -specific elevation survey
may be needed.
- General
a. Note 6 on Sheet C1 says that the HOA will be responsible for the sidewalk
maintenance, Stormwater facilities, and recreation area. Please be advised that
Aftew Properties, LLC will be responsible for maintaining the Stormwater system
until the permit is transferred to the HOA.
5. 15A NCAC 02H.1042(2)(g)(vi), .1042(2)(1), .1050(8), and .1050(9): Every SCM installed for
this project shall be made accessible for maintenance and repair. Please identify the maintenance
access routes and easements as well as the utility and drainage easements on the plans, if
necessary. These shall have a minimum width of 10 feet, slopes that do not exceed 3:1, and
extend to the nearest public right-of-way. Thesc easements shall be granted in favor of the party
responsible for operating and maintaining the SCMs. I see the easements for the pipes entering
the forebay. Is the pond itself" also in an easement?
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
z!5:fD.E0S1$ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NMTH CAROLWI

Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also
remember to provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by November 21,
2019, or the application will be returned as incomplete. If additional time is needed to submit the
requested information, please email your extension request prior to this due date to the email
address provided below with a justification and a date of when the requested information will be
submitted, which shall be no later than 15 days past the original due date. Please note that only two
letters requesting additional information is allowed in the State Stormwater Program for a total of 30
days to submit the requested additional information. If the information is not satisfactorily provided
after either the second request or 30 days, the project will be returned. If the project is returned and
you wish to re -submit later, you will need to resubmit all required items at that time, including the
application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Sincerely,
� A
Kelly Johnson
Environmental Engineer
GDS/kpj: \\\Stormwater\Permits & Projects\2019\190819 HD\2019 11 addinfo 190819
cc: Phil Tripp, PE; via email: [e-mail]
Wilmington Regional Office Stormwater File

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, November 6, 2019 2:01 PM
To: Arnold Sobol (lobos251 @aol.com)
Cc: 'Della'
Subject: The Village at Motts Landing Phase 2E - State Stormwater (SW8 190818)
Attachments: 2019 11 addinfo 190818.docx
Mr. Sobol,
Please see the attached request for additional information.
Thanks,
Kelly
W-eLLI�Oki vusoV.
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
E-mail correspondence to andfrom this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
I

ri
IvEW HANOVER COUNTY
Engineering Department
230 Government Center Drive - Suite 160 Beth E. Wetherill, C.P.E.S.I
Wilmington, North Carolina 28403 Soil Erosion Specialist
TELEPHONE [phone]
Fax [phone]
Memorandum
Date: q / l b I lei
To:
NCDENR - WQ
90 1 qc)(� I?
From: Beth Easley Wetherill
Soil Erosion Engineer
Re: Sedimentation and Erosion Control Plans
Grading Permit # 0-18 LSC n 4
Vil (asp C IU.o im ZE Lb -Is
The attached plans have been submitted for approval
to New Hanover County Engineering. If you have any
questions regarding these plans, please contact this
office.

Burd, Tina !
From: Burd, Tina J
Sent: Tuesday, September 10, 2019 11:00 AM
To: lobos251 @aol.com; [e-mail]
Subject: SW8 190818 - The village at Motts Landing Phase 2E
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application and $505.00 fee for the subject project on August 20, 2019. The project has been
assigned to Kelly Johnson and you will. be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
D-EO-'-tl
Email correspondence to ar,d fiom this address is subject to IMP
fVc.0h Carolina FLIbIic Records Law aid may be disclosed to dried partie6:.

Application Completeness Review Checklist
Project Name; i i • Z- � 2(. �_F{� � � �� Date Delivered to WIRO:
BIMS Received/Accepted Di
Project County/Locatiwj: *BIMS Acknowledged Date:
Rule(s): 1 121r Coastal 02008 Coastal 1:31995 Coastal Phase II ElUniversal
Permit Action " Major Mod / Minor Mod / Renewal / Transfer
Permit Type: EQl LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
SCM Type(s): c ncC
Development Type.-Commercial�Residentll�al / Other
Subdivided?: ,- ubdivisi r, or Sinele
01)ewfloper Lessee Purchaser
1988 Coastal
(Existing Permit #:
OPE Cert on File?
OfFsite to SW8:
Paperwork Emailed Engineer on:
Ekiipplement(s) (1 original per BMP)
I_ 16 M with correct/origins! signatures (1 original per 8MP except LS/VFS and swales)
Application with correct/original signatures
Elf-orp or LLC: Sig. Aut_h. per Soy or Signature Authorization letter or report
�05 (within 6mo) Check#�(s): � �{�{ E]No Fee
H
il eport: w/SHWT or General Report
Clculations (siyrred%sewed,!
�eed Restrictions, it subdivided:
& Notarized Template
Correct Template Comm Res & HD LDJ or Dec. Covenants &
Master PE Cert on File?
Stream Class:
MSA Map
Sc .-�
RW Map
E]tmail Address: Design Engineer
mail Address: Property Owner
ed
Email Address: Lessee
]Lease Agreement
FlE;mail Address: Purchaser
Purchase Agreement
MEmaii Address: Developer
or Recorded Covenants Email Address: HOA Representative
Recorded Plats 050% or more Lots Sold List
aProjer_t Narrative
MbS-GS Map
Plans -
O�Sets oWetlands: Delineated _o_rNo W_ etlands
inity Map roject Boundaries
Legend ®La out (proposed BUA dimensions)
Fq�� Maps Details (roads, cul-de-sacs. curbs. sidewalks, BMPs, Buildings, etc)
7E-4 is ing Conditions �L=r i cape Plan
grading ff,-E Seal
REVIEWER NAME: NOTES TO REVIEWER: *Enteru owledged Date on this Sheet
**FOR NE�Proj cts-Enter New Permit # on
+ Supplements & ed Restiction Templates.
GNQ\\\Reference ubrary\Procedures\Checklists\Completeness Review Checklist 2018 03 13

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] - PAX: [phone]
August 16, 2019
NCDEQ
Division of Energy, Mineral and Land Resources
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: The Village at Motts Landing Phase 2E
TE 18012
Dear Kelly:
ECEIVF
x
We are requesting a high density stormwater permit for the Village at Motts
Landing Phase 2E subdivision. Enclosed please find the following items for review:
• 2 sets of plans
• $505 check
• Narrative
• Stormwater application — one original and one copy
• EZ Supplement
• Operation and Maintenance Agreement
• Deed Restrictions
• Calculations
• USGS map
• Secretary of State info.
• Copy of the Deed
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
P.
Phillip G1Triiip.E.
PGT:dcb
Enc.

07/09/19
Stormwater & Erosion Control Narrative
The Village at Motts Landing Phase 2E
New Hanover County, NC
TE 18012
The Village at Motts Landing (VAML) Phase 2E is a residential site consisting of 31 single-family lots in
New Hanover County, Parcel ID# R07600-006-012-000, owned by AFTEW Properties, LLC. The project
area is approximately 19.25 acres. Wetlands exist on the site.
VAML Phase 2E proposes 31 single-family lots, asphalt roadway with curbing, concrete sidewalks, one
(1) wet detention basin, and utility extensions.
The site has one (1) drainage area of approximately 5.92 acres. The total impervious area includes 31 lots
at 5,000 sf ea, 40,844 sf of asphalt roadway, and 7,234 sf of concrete sidewalk, and 110,000 sf of future
impervious for a total BUA of 313,078 sf or 7.19 acres.
The project will be treated by erosion control measures such as drop inlets with inlet protection,
temporary silt fence, gravel construction entrance, and one (1) sediment basin. One (1) wet detention
basin provides sufficient storm water management to meet the State's 1.5" requirement, provides 90%
TSS removal, and alternately sized for the 2-, 10-, and 25-yr storm events and analyzed for the 100-yr
storm event. An emergency spillway has been designed for the 100-year storm assuming the principal
spillway is obstructed or not operating properly.
Prior to clearing of the site, one temporary construction entrance and temporary silt fence will be
installed. After clearing of the project site, the wet detention basins will be constructed to
include the proposed forebays. The roadway locations will then be graded. Underground
utilities, including the stormwater drainage system will be installed and inlet protection put into
place. The proposed roadways and sidewalks will be constructed, final site grading, and
stabilization of the site. Temporary erosion control measures will remain in -place until such
time as when areas are stabilized. Permanent measures include permanent stands of grass and
energy dissipaters. Specific measures and directions to the contractor are noted on the plans.
_::.
dY:

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings - Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
LegaL Name
Aftew Properties, LLC
Information
Sosld: 0637949
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 7/11/2002
Registered Agent: Sobol, Arnold
Addresses
Mailing
2020 South Churchill Drive
Wilmington, NC 28403
Reg Mailing
2020 South Churchill Drive
Wilmington, NC 28403
Company Officials
Principal Office
2020 South Churchill Drive
Wilmington., NC 28403
Reg Office
2020 South Churchill Drive
Wilmington, NC 28403
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Arnold L Sobol
2020 South Churchill Drive
Wilmington NC 28403
Manager
Florence S Sobol
2020 South Churchill Drive
Wilmington NC 28403

r _ +to
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07/25/2019 VAML PHASE 2E 18012
PGT Stormwater Pond Calculations
Total Drainage Area
sq. ft.
I acres
784,980 1
18.00
Impervious Area
Land Use
sq. ft.
acres
Lots
155,000
3.56
Roads
40,844
0.94
Sidewa!ks
7.234
0.17
Offsite
0
0.00
Future
Total
11 .00Q
2.53
313,078
7.19
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 1,028 ft.
change in Height (H) = 6-5 ft.
Tc = (L3 /H).3M / 128
11.45 min.
Flow for 1 year, 24 hour Storm (Q,):
QPRE _ (CPRE) x 01) x (Area)
14.04 cfs
QPosT = (CPosT) x (I1) x (Area)
35.06 cfs
Detention Pond Design:
Is Area Win 1/2 mile of SA Waters? n
% impervious = 0.399
= 39.9% `
;2
CPRE = 0.2
GPOST = (% imp.)(.95)+(1 % imp.)(.20) .:
0.50 BY:1, = 3.90 in/hr
I10 = 7.23 in/hr
Flow for 10 year, 24 hour Storm (Q10):
QPRE - (CPRE) x (I10) x (Area)
26.03 cfs
QPosT = (CPosT) x (lio) x (Area)
65.00 cfs
State Surface Area Required at normal pool:
Pond side slopes = 3 :1
Depth b/w Bot. of V.S. & 9.00
Bat. Pool =
SA/DA = 0.0226 for 4.0' ave. de th
Chart for 90% TSS Removal for Wet
Detention Pond without Vegetative Filter
Red SA = SA/DA x Total Drainage Area
= 17,720 s . ft.
Provided SA = 41,486 sq. ft.
Onk
I.,
'svJ 2
Main Pond Size:
Forebay Pond Size:
Elevation
Surface Area
Incr. Vol
Cuml. Vol.
Elevation
Surf. Area
Incr. Vol.
Cuml. V
ft.
(sq. ft.(CO_
(ft.)
(sq
(29
(0
Top of Bank
22.00
46,778
130,683
379,916
Top of Bank
22.00
21,983
60,552
141,871
Temp. Pool
19.00
40,344
108,095
249,233
Temp. Pool
19.00
18,385
49,131
81,327
Top of V.S.
16.00
31,719
29,418
141,138
16.00
14,369
13,690
32,196
Penn. Pool
1&00
27,117
111,720
%X11,720
Perm. Pool
15.00
13,011
18,506
18,506
�--a
�a
Bot. of Pool
9.00
10,123
0
0
Bot. Pool
13.00
5,495
0
0
Provided Normal Main Pond Volume:
Bottom SA = 10,123 sq. ft.
Permanent Pool SA = 27,117 sq. ft.
Vol. _ [((PP SA + Bottom VS SA)/2) x (PP el. - Bottom VS el.)]
+ [((Bottom VS SA + Bpttom Pool SA)/2) x (Bottom VS el. - Bottom Pool el.)]
111,720 cu. ft.
Fore bay:
Provided Normal Forebav Pond Volume
Bottom of Pool SA= 5,495 sq. ft.
Permanent Pool SA = 13,011 sq. ft.
Vol. _ [(P.P. SA + Bottom SA) / 2] x (P.P. el. - Bottom el.)
= 18,506 cu. ft. Depth= 2.00 ft.
Required Forebay Volume 15%-20% required)
Vol. = 17.5% of Permanent Pool volume of Main Pool
= 19,551 cu. ft.
Volume required to contain from design storm(ft3)= 36,242
Therefore; maximum sta a is between stages and cumulative volumes (main pond plus forebay):
Stage
Cum!.
Volume
15.00
0
22.00
268,186
18012 Pond Calcs
Total Provided PP Volume
130,225 cu.ft.
Total Provided Main PP Volume
111,720 cu.ft.
Actual % of Forebay Volume
16.56
oe,eiii61111'
C
AR
Using Interpolation to determine stage at volume = 36,242do
q'i• i
Maximum Stage (feet) = 15.95 _
Therefore set Temporary Pool Elevation at or higher than Maximum Stage 7H
in �.
i�
rr
1 of 4 ,

07/25/2019
VAML PHASE 2E
PGT
Stormwater Pond Calculations
Pond Size for Determining Storage Volume:
Elev.
SA
Incr. Vol.
Cum. Vol.
(ft)
(sq.ft.)
(cuff)
(cu.ft.)
Temp.
Pool
19.00
40,344
134,922
134,922
Perm. Pool
15.00
27,117
0
0
Provided Storage Volume:
Vol. _ [((PP SA + TP SA)/2) x (TP Elev. — PP Elev.)]
Vol. = 134,922 cu. ft.
State Volume Req. for Storage of first 1.5" runoff:
Rv = .05+ .009(% imp)
0.409
V= (Design rainfall)(Rv)(Drainage Area)
= 40,122 cu. ft. M\k ')-- 0 AL*31/
Outlet Structure Design:
Flow for 2-day drawdown:
for Min. Volume required of stormwater,
Q = Min. Vol. Req. / 172,800 sec. (2-days)
0.210 cfs
Required Area of Pipe for 2-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s'
h = (T.P. elev.- N.P. Elev.) /3
= 1.33 ft.
A = 0.0377 s . ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.2192 ft.
2.63 in.
Drawdown Calculation _
Orifice Used= 2
Drawdown rate= 0cfs
3.46
Drawdown time= 3.46 days
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1 % imp.)(.25)
0.50
1 = 7.23 in. for a 10 yr. Storm
A = 18.00 Acres
65.00 cfs
Flow for 5-day drawdown:
for Min. Volume required of stormwater,
Q = Temp. Pool Vol. / 432,000 sec. (5-days)
= 0.084 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/[Cd xSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./sZ
h = (F.P. elev. - N.P. Elev.) / 3
1.333333 ft.
A= 0.0151sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.1386 ft.
1.66 in.
Q= CwxLxH"5
H = [Q / (Cw x L)]2/y
Cw = 3
= 1.22 ft.
Peak elevation = flood pool elevation + H
20.22 ft.
18012
18012 Pond Calm 2 of 4

07/25/2019 VAML PHASE 2E
PGT Stormwater Pond Calculations
18012
Storage Volume - Non SA Waters - Minimum Volume Required
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05+0.009(IA)
Rv = Runoff Coefficient = storm runoff (inches) / storm rainfall (inches)
IA = Impervious Fraction = Impervious portion of the drainage area (acres) / Drainage area (acres)
IA= 39.9 %
Rv= 0.409
Design Rainfall Depth = 1.50 in.
Drainage Area = 18.00 acres
Volume = 36,242 ff3
Storage Volume - SA Waters - Pre -Development Runoff
7 - Year. 24 hour Runoff Volume
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05+0.009(IA)
Rv = Runoff Coefficient = storm runoff (inches) / storm rainfall (inches)
IA = Impervious Fraction = Impervious portion of the drainage area (acres) / Drainage area (acres)
Pre-Dev. Impervious Area = 0 f1:2
Pre-Dev. Drainage Area = 620,730 ft2
IA= 0.00 %
Rv= 0.050
Design Rainfall Depth = 1.50 in.
Drainage Area = 14.25 acres
Volume = 3,880 ff3
Storage Volume - SA Waters - Post -Development Runoff
5 - Year, 24 hour Runoff Volume
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05+0.009(IA)
Rv = Runoff Coefficient = storm runoff (inches) / storm rainfall (inches)
IA = Impervious Fraction = Impervious portion of the drainage area (acres) / Drainage area (acres)
Post-Dev. Impervious Area =
313,078
ft2
Post-Dev. Drainage Area =
784,080
ft2
IA=
39.9
%
Rv=
0.409
Design Rainfall Depth =
1.50
in.
Drainage Area =
18.00
acres
Volume =
40:122
ft3
18012 Pond Calcs 3 of 4

07/25/2019 VAML PHASE 2E
PGT Stormwater Pond Calculations
18012
Average Depth Calculated
Main Permanent Pool Volume (ft) 111,720.0
Main Permanent Pool Area (ft) 27,117.0
Non -submerged Shelf - Average
Depth (ft) 4.12
Round to nearest 0.5 for SA/DA (ft) 400
18012 Pond Calm 4 of 4

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07/25/2019 VAML Phase 2E 18012
PGT Forebay Weir Velocity Calculations
Qioo= 76.32 CFS
L= 50 WEIR LENGTH (FT)
H= 0.64 HEIGHT OF WATER ABOVE WEIR (FT)
Cw= 3.0 WEIR COEFFICIENT
WEIR EQUATION:
VELOCITY:
Cw* L* H3/2
H= (Q/Cw*L)2/3
H= 0.64 FT
V= Q/A
A= L*H
A= 31.87 SF
V= 2.39 FPS
By. �

07/25/2019 VAML Phase 2E 18012
PGT Pond Outlet Velocity Calculations
30"RCP outlet pipe wet detention basin):
V= 4*Q / D2*Pi Q70= 57.87 cfs
V= 2.05 fps D= 6 ft
40' Emergency Spillway: 0
V= Q/A Q100= 76.32 cfs
V= 2.09 fps d= 0.73 ft
L= 50 ft
BY:
A= d*L
A= 36.5 s . ft.
18012 Pond Outlet Velocity 1 of 1

FOR REGI5TRAT10N REGISTER OF DEEDS
RE9ECCA T. CHRISTIAN
NEW HOOVER COUNTY NC
2002 OCT 30 09:409 M
gKIN4^
INSTRUMENT �200205472270 6.00
2
DEED
Parcels: R07600-006-014-000; R07600-006-012-000; R07600-006-013-000;
R07500-004-003-000; R07600-006-010-000; R07600-006-008-001;
R07500-001-001-000; R07500-004-004-000
Revenue Stamps
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
9
THIS DEED, made and entered into this the 4th day of September, 2002, by and
between ARNOLD L. SOBOL and wife, FLORENCE S. SOBOL, ELLEN SOBOL STEIN and
husband, ALVIN L. STEIN, WARREN M. SOBOL and wife, MARLENE GANZ SOBOL and
TODD L. SOBOL and wife, JODY GLASSER SOBOL, parties of the first part; and AFTEW
PROPERTIES, LLC, a North Carolina limited liability company, having an address of
2020 S. Chiur%ill Drive, Wilmington, NC 28403, party of the second part;
WITNESSETH:
That the parties of the first part in consideration of the sum of Ten Dollars
($10.00) and other good and valuable considerations to said parties paid by the party of the
second part, the receipt of which hereby is acknowledged, have bargained and sold and by these
presents do bargain, sell and convey unto the party of the second part, said party's successors and
assigns, the following described property, to wit:
Prepared by Ward and Smith, P.A., 1001 College Court, New Bern, NC 28562
EURNED TO
No opinion on title is rendered b59Vand and Smith, P.A. without a separate written opinion on
title from Ward and Smith, P.A.

1�
All those certain tracts or parcels of land lying and being situate in
New Hanover County, North Carolina, and being more particularly
described on Exhibit A attached hereto and incorporated herein by
reference.
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thereunto belonging to the party of the second part, said party's successors and assigns forever.
Arnold L. Sobol and Florence S. Sobol covenant that they are seized of Tract 3,
Tract 4, Tract 8, Tract 9, Tract 10 and Tract 11 as described above in fee and have the right to
convey same in fee simple, that same are free from encumbrances except any encumbrances or
restrictions mentioned above and that said parties will warrant and defend the title to same
against the lawful claims of all persons whomsoever.
Arnold L. Sobol and Florence S. Sobol covenant that they are seized of an eighty-
five percent (85%) undivided interest in Tract 1, Tract 2, Tract 5, Tract 6, Tract 7 and Tract 12 as
described above in fee, and have the right to convey said undivided interest in fee simple; that
said undivided interest is free from encumbrances except any encumbrances or restrictions
mentioned above and that said parties will warrant and defend the title to said undivided interest
against the lawful claims of all persons whomsoever.
Each of Ellen Sobol Stein, Warren M. Sobol and Todd L. Sobol covenant that
they are seized of an undivided one-third (1/3) interest in an undivided fifteen percent (15%)
interest in Tract 1, Tract 2, Tract 5, Tract 6, Tract 7 and Tract 12 as described above in fee; that
they have the right to convey their undivided one-third (1/3) interest in an undivided fifteen
percent (15 %) interest in fee simple; that their undivided one-third (1 /3) interest in an undivided
fifteen percent (15%) interest is free from encumbrances except any encumbrances or restrictions
mentioned above and that said party will warrant and defend the title to their individual
2

undivided one-third (1/3) interest in an undivided fifteen percent (150/6) interest against the
lawful claims of all persons whomsoever.
INN TESTIMONY WHEREOF, the parties of the first part have set said parties'
hands hereto and have adopted as said parties' seals the typewritten word "SEAL" appearing
beside said parties' names, this the day and year first above written.
(Signatures appear on the following pages)
BY:
3

gI0"L.l
w ti
STATE OF MGM CAROLINA
COUNTY OF
L)• . a Notary Public in and for
said County and State, do hereby certify that ARNOLD L. SOBOL and wife, FLORENCE S.
SOBOL personally appeared before me this day and acknowledged the due execution of the
foregoing instrument.
VATNESS my hand and notarial seal, this the c L� day of a 2002.
My Commission Expires:
1
le �
I �
I
L ZW
OWL 41
ft Z
r- T .`• .
Notary seal or stamp must appear within above box.
4

�-Ii46 (SEAL)
Ellen Sobol Stei
(SEAL)
Alvin L.Stern
STATE OF Ji a
COUNTY OF jI[.m,,J:�,c���
I, e , a Notary Public in and for
said County and State, do hereby certify t ELLEN SOBOL STEIN and husband, ALVIN L.
STEIN personally appeared before me this day and acknowledged the due execution of the foregoing
instrument.
A WITNESS my hand and notarial seal, this the el& day of
2002.
My Commission Expires: _
MARY C. COFFMAIV, Notary PubtiC �
In and For the State of Ohio
Mr COMMISSIDA expires May eq.-2eft
No ublic
Notary seal or stamp must appear within above box.
k,

V � (SEAL)
('�� -
Warren M. Sobo1
—�'V�.t^-^-�c )` • 1W (SEAL)
Marlene Ganz Sobol
STATE OF
COUNTY OF
a Notary Public in and for said
County and State, do hereby certify that A)RREN M. SOBOL and wife, MARLENE GANZ SOBOL
personally appeared before me this day an acknowledged the due execution of the foregoing
instrument.
WITNESS my hand and notarial seal, this the .5 day ofZ"72t4�2-
2002.
My Commission Expires:
r :ar within above ),—
Notary Put i
Txvborn M Zimmerman
BY:_
Pi

L�11"Zlv
SEAL
Todd L. Sobol
r
Ke—, /./ :.=w a�/.ate � ,.
MeseA
as fp4b@-
STATE OF
COUNTY OFM(nn\;)�Mer4_
L.eaa, i� .1� a Notary Public in and for said
County and State, do hereby certify that TODD L. SOBOL and wife, JODY GLASSER SOBOL
personally appeared before me this day and acknowledged the due execution of the foregoing
instrument.
WITNESS my hand and notarial seal, this the %rYN day of
2002.
®r
Notary Public
My Commission Expires:
LESA A. KETTLER
OHIO
MY COMMISSi01�E EXPIRES 04-OM6
Notary seal or stamp must appear within above box.
7

APPLICATION FOR PERMIT FOR A
LAND DISTURBING ACTIVITY
Under the conditions set forth by
The New Hanover County
Soil Erosion and Sedimentation Control Ordinance
"`v �✓ C-L VV ! J-7 R,W
File* 1P I? - t
SD
LD Feet " Review Fee V2-oC
Date Pd Date Pd VzjA'
Engineering Department
Applicant or Applicant's Agent: Aftew Properties, LLC
Mailing Address: 2020 South Churchill Drive Telephone Number: 910-763-2629 Fax Number:_ 910-763-4742
Wilmington, NC 28403 Email Address: [e-mail]
Total Acres of Land Disturbance: 13.5 Purpose of Development: residential
Description of Land Disturbance: residential subdivision
Address of Land Disturbance: 360 Glen Ellen Road _ Latitude:N 34' 07' 55" Longitude: W 77" 54' 09"
STATEMENT OF FINANCIAL RESPONSIBILITY
Land owner(s) of record: Person or firm(s) financially responsible for the
land disturbing activity. If not a North Carolina
resident, you MUST have a N.C. agent. (List Below)
Name: Aftew Properties, LLC Name: Aftew Properties, LLC
Address: 2020 South Churchill Drive Address: 2020 South Churchill Drive
City/State: Wilmington, NC 28403 City/State: Wilmin on, NC 28403
Telephone Number: 910-763-2629 Telephone Number: 910-763-2629
Email: [e-mail] Fax # [phone] Email: [e-mail] Fax # [phone]
Location of deed(s) or instrument(s): County: New Hanover Book: 3497 Page: 0245
The above information is true and correct to the best of my knowledge and belief and was provided by me while under oath.
(This form must be signed by the financially responsible person if an individual and by an officer, director, partner, attorney -in -
fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I agree to
provide corr ted information shoul4d there be any change in the information provided herein.
Date: ame Arnold L. Sobol Title Member Manager
Signature
I, l A. 0- a Notary Public of the County of &1140� State of
North Carolina, hereby certify that Arnold L. Sobol appeared personally before me this day and
being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notary seal, this 2b day of �(,(�, , 20 19
Notary _ / ��f�jj 1, C- a,,,,,.
��p. C Q� �i, My commission expires
SEAL
�OTA/Qy
.�r' •�uI
Permission to Enter on Land ., �._- .= %
I certify that I am authorized to grant and'4� ��permission to
the l questioninonnection related to thuJunu��.is permit application.
Ad�
Application Signature and Date
EE91 111G QED'; " fT
agents to enter on

C201908604784
Aftew Properties, LLC
SECRETARY•OF STATE ID NUMBER: 0637949 STATE OF FORMATION: NC n° co 8° y
REPORT FOR THE CALENDAR YEAR; 2019 Ftia
WE
SECTION A. REGISTERED AGENT'S INFORMATION
Changes
1. NAME OF REGISTERED AGENT: ARNOLD SOBOL
SOSID: 0637949
Date Filed: 3/27/2019 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2019 086 04784
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2020 South Churchill Drive
Wilmington, NC 28403 New Hanover
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate.
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
2020 South Churchill Drive
4. REGISTERED OFFICE MAILING ADDRESS
2020 South Churchill Drive
Wilmington, NC 28403 New Hanover
3. PRINCIPAL OFFICE EMA privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS MUM
2020 South Churchill Drive
Wilmington, NC 28403 New Hanover Wilmington, NC 28403 New Hanover
S. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Arnold L Sobol
a LIMITED LIABILITY COMPANY ANNUAL
NAME"OF LIMITED LIABILITY COMPANY:
NAME: Florence S SObol NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS:
2020 South Churchill Drive
ADDRESS:
2020 South Churchill Drive
ADDRESS:
Wilmin , NC 28403 New Hanover Wilmington, NC 28403 New Hanover
SECT N D: E Section D must be completed in its entirety by a person/business entity.
I TURF TF
Form be signed by a Company Official listed under Section C of This form.
Print or Type Name of Company Official Prim or Type idle of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Relalgh, NC 77626.0625