SW8160306_Current Permit_20200707

ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRIAN WRENN
Director
July 7, 2020
NORTH CAROLINA
Envirol Quality
Hoosier Daddy, LLC
Attn: Jack Carlisle, Manager
c/o James Yopp, Authorized Person
8620 River Road
Wilmington, NC 28412
Subject: State Stormwater Management Permit No. SW8160306
Tarin Woods II
High Density Subdivision Project
New Hanover County
Dear Mr. Carlisle:
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on May 21, 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 021L1000
as amended by Session Lave (SL) 2008-211 and subsequently amended on January 1, 2017 (2017 Rules). We are
hereby forwarding modified Permit No. SW8 160306 dated July 7, 2020, for the construction of the built -upon
areas (BUA) and stormwater control measures (SCMs) associated with the subject project.
This permit shall be effective from the date of issuance until June 2, 2024 and the project shall be subject to the
conditions and limitations as specified therein and does nit supersede any other agency permit that may be
required. Failure to comply with these requirements w%11 result in future compliance problems.. Please note that
this permit is not transferable except after notice to and approval by the Division.
Please refer to Attachment C far a detailed description of the current proposed modification and a list of all the
past modifications approved during the effective period of the permit.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this permit and
is herein incorporated by reference. Please replace the previously approved plan sheets with the attached
modified and approved versions. Please replace the previous application (SWU--101), proposed deed restrictions
and protective covenants, supplement, operation and maintenance agreement with the attached modified versions.
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.
If you have any questions concerning this permit, please contact Garrett Zorda in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Application Documents
North Carolina Department of Environmental Quality 1 Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
ggjCAAOL;NA
°i°""'".ft 910.796.7215

DES/gdz:111Stormwater\Permits & Projects120161160306 HD\2020 07 permit 160306
cc: Howard Resnik, PE, CSD Engineering
New Hanover County Building Safety Department.
New Hanover County Engineering
Wilmington Regional Office Stormwater File
State Stormwater Permit No. SW8 160306
Page 2 of 2

State Stormwater Management
Permit No. SW8 160306
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 as amended by
Session Law (SL) 2008-211 and subsequently amended on January 1, 2017 (2017 Rules)
(collectively, the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Hoosier Daddy LLC
Tarin Woods 11
5926 Shiloh Road, Wilmington, New Hanover County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) draining to three (3)
wet detention pond systems ("stormwater control measures" or "SCMs") as outlined in the application,
approved stormwater management plans, supplement, calculations, operation and maintenance
agreement, recorded documents, specifications, and other supporting data (the "approved plans and
specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or "DEMLR"). The project shall be constructed, operated and
maintained in accordance with these approved plans and specifications. The approved plans and
specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until June 2, 2024 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.
Applicable Rules. The drainage area and/or SCM identified as Pond 1 is subject to SL 2008-211
and as clarified in the SL 2008-211 specific conditions listed herein. The drainage areas and/or
SCMs identified as Pond 2 and Pond 3 are subject to the 2017 Rules and as clarified in the 2017
Rules specific conditions listed herein.
2. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is
1,534,687 square feet. The runoff from all BUA within the permitted drainage areas of this
project must be directed into the permitted SCMs. The BUA requirements and allocations for this
project are as follows:
a. SCM BUA LIMITS. The SCMs identified as Pond 1, Pond 2 and Pond 3 have been
designed to handle the runoff from 268,377 square feet, 712,864 square feet and 553446
square feet of BUA, respectively, within the delineated drainage areas. The BUA for future
development within the drainage areas to the SCMs identified as Pond 1, Pond 2 and Pond
3 is limited to 15,00 square feet, 26, 500 square feet and 180,000 square feet, respectively.
Page 1 of 7

State Stormwater Management
Permit No. SW8 160306
b. BUA FOR INDIVIDUAL LOTS. Each of the 261 lots are limited to a maximum of 3,500
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.
3. PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements
listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this
project. Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
4 SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN (2017 Rules). The SCMs identified as Pond 2 and Pond 3 are permitted
based on the design criteria presented in the sealed, signed and dated supplement and as
shown in the approved plans and specifications. These SCMs must be provided and
maintained at the design condition.
b. SCM DESIGN (SL 2008-211). The SCM identified as Pond 1 is permitted based on the
following design criteria and as shown in the approved plans and specifications. This SCM
must be provided and maintained at the design condition. These SCMs must be provided
and maintained at the design condition.
c. POND DISCHARGE (SL 2008-211). A vegetated filter strip is not required for the discharge
as the wet detention pond(s) has(have) been designed for a 90% total suspended solids
removal efficiency.
d. 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.
e. FOUNTAINS (2017 Rules). At this time, a decorative spray fountain has not been proposed
within Pond 2 and Pond 3. Decorative spray fountains will be allowed in the wet ponds 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.
FOUNTAINS (SL 2008-211). Since the permanent pool volume is greater than 30,000 cubic
feet, a decorative spray fountain will be allowed in Pond 1, subject to the following criteria:
i. The fountain must draw its water from less than 2' below the permanent pool
surface.
ii. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
iii. The falling water from the fountain must be centered in the pond, away from the
shoreline.
iv. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in this pond is 1/2 horsepower.
g. 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.
5. STORMWATER OUTLETS (2017 Rules). The peak flow from the 10-year storm event shall not
cause erosion downslope of the discharge point.
6. STORMWATER OUTLETS (SL 20018-211). Stormwater runoff that is directed to flow through
any wetlands shall flow into and through these wetlands at a non -erosive velocity.
7. VEGETATED SETBACKS (2017 Rules). 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.
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State Stormwater Management
Permit No. SW8 160306
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.
8. VEGETATED BUFFERS (SL 2008-211). A 50-foot wide vegetative buffer must be provided and
maintained in grass or other vegetation adjacent to all surface waters as shown on the approved
plans. The buffer 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 BUFFER. BUA may not be added to the vegetated setback
except as shown on the approved plans.
b. RELEASE OF UNTREATED STORMWATER. Stormwater must be released at the edge of
the vegetated buffer and allowed to flow through the buffer as dispersed flow.
9. 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 (2017 Rules)_ The operation and
maintenance agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS (2017 Rules). 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.
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 160306, as issued by the Division of
Energy, Mineral and Land Resources (the "Division") under 15A NCAC 02H.1000.
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 3,500 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.
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State Stormwater Management
Permit No. SW8 160306
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. (2017 Rules) 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. (SL 2008-211) A 50-foot wide vegetative buffer must be provided and maintained
adjacent to all surface waters in accordance with the approved plans.
A. 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 (2017 Rules). 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.
10. 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. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. 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 or no longer needed.
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.
11. 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.
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State Stormwater Management
Permit No. SW8 160306
12. 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.
13. DESIGNER'S CERTIFICATION. Upon completion of construction, prior to issuance of a
Certificate of Occupancy, and prior to operation of this permitted facility, the permittee shall
cause a certification from an appropriate designer for the system installed to be submitted,
certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any deviations from
the approved plans and specifications must be noted on the Certification. A modification may be
required for those deviations.
14. 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 taken.
15. 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).
16. 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.
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State Stormwater Management
Permit No. SW8 160306
17. 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.
18. 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. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. The permittee must submit a
copy of the recorded deed restrictions within 30 days of the date of recording.
b. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot, within each drainage
area 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.
c. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). 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.
d. 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.
e. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
f. 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,
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State Stormwater Management
Permit No. SW8 160306
g. 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.
h. 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 modified, updated, and reissued this the 7t' day of July 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-55 Brian Wren ' ctor
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160306
Page 7 of 7

State Stormwater Management
Permit No. SW8 160306
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 160306
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 Signature
County of
personally appeared before me this
a Notary Public in the State of
do hereby certify that
day of
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
20
Pe mi e's Ceffmabon NCAC .1042(4)
CMVkKedPMrded
N!A
A, DEED RESTRICTI MS f.SUA RECOf=
1. The deed restrictions and protective covenants have been recorded
Y or N
and 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
Y or N
has been provided to the Division.
3_ Records which track the BUA on each lot are being kept. (See Note
1
Y or N
B. MAWTENANCE 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. EASEMENTS
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 recorded plat(s) is provided.
Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS -Plats for res&nbal lots tat
have an SCNI include the foAowi
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
Y or N
without prior approval.
E. OPERATION ANJD MANTENANCE AGRIrEMENT
Y or N
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. OPERAMON AND RWNTENANCEP — maintDriance records are
being kept in a known set location for each SCM and are available for
Y or N
Y N
G. , ERMFIC F � has been p>rovid d to the
vision.
or
Page 1 of 6

State Stormwater Management
Permit No. SW8 160306
Note 1- Acceptable records include ARC approvals, as -built surveys, and county tax records.
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 160306
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:
i0 Circle N if the as -built value differs from the Plan. 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 SCM or project.
Consu.tant's Certification NCAC .1003((3) & General MDC
.1M
CFAs-buR
tDN/E
3NIA
AL TREATUIT REWREIMENTS
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
Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed
Y or N
into the permitted SCM and is accounted for at the full
build -out potential.
5. The project controls runoff through an offsite permitted
Y or N
SCM that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project
Y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design
Y or N
criteria.
B. VEGETATED SETBACK'S / BUA
1. The width of the vegetated setback has been measured
Y or N
from 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
Y or N
b2 2 is located in the setback.
Page 3of6

State Stormwater Management
Permit No. SW8 160306
4. BUA that does not meet the requirements of NCGS 143-
Y or N
214.7 (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
Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
+ ®As-buOt
QN/E
GN/A
C. STORMWATER © — the.Butlet handles ' peak
Y N
f'k�rw from the 10 shum witht.nao clown' s �:rosion.
or .
D. VARIATIONS
1. A variation (alternative) from the stormwater rule
provisions has been implemented.
Y or N
2. The variation provides equal or better stormwater control
and equalorbetter protection of surface waters.
Y or N
'-Ill M 'AIM ;ii
Y N
has been met.
or
F. WZIING -Ihe vdUM9 of to SCAA takes the rUrKI afl
surf6cesinto swount and is suffiderft to haryTa the requi +ed
Y or N
storm
— ` dusting SM5 are riot
Y or N
llocatsd in or on areas wM contaminated soils.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3HI V.
Y or N
2. Side slopes include retaining walls, gabion walls, or
Y or N
other surfaces that are steeper than 3H:1V.
3. Vegetated side slopes are steeper than 3H:1V (provide
Y or N
supporting documents for soils and vegetation).
I. EROSION PROTECTIION
1. The inlets do not cause erosion in the SCM.
Y or N
2. The outlet does not cause erosion downslope of the
Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCE53 FLOWS — An overkw / bypoes tm bew
Y or N
K. DEWATEFUNG — A meftd to drawdowrrt standing water has
Y or N
been pnoqpq to facilitate ma ikmanc a and ins an.
L. CLEANOLIT AFTER CONSTRUCTION_the SCM s been
cleaned out tmd converted to ft appwed design state.
Y or N
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
Y or N
>3:1.
N. DE fGN ER QUAL11FICATIONS (FAST -TRACK PER —
The des!jner is find under Chap ers 89A, 89C, 89E, or
Y or N
81 F af the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/An or "N/E",
below. Attach additional pages as needed:
Page 4 of 6

State Stormwater Management
Permit No. SW8 160306
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 Date
SEAL:
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/permit. If N is circled, provide an explanation on
page 2
ON/E = not evaluated (provide explanation on page 2) Oa 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 Certifi on (M ADC 1053)
CDAS-built
QN/E
ON/A
A Forebay / Depths / Fount
1. The available Sediment storage is consistent with the
approved plan and is a minimum of 6 in.
Y or N
2. Water flow over the forebay berm into the main pond
occurs at a non -erosive velocity.
Y or N
3. The provided Forebay Volume is 15%-20% of the main
Y N
pool volume.
or
4. The Forebay entrance elevation is deeper than the exit
elevation into the pond.
Y or N
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted
Y or N
value?
Y or N
6. Fountain documentation is provided.
Sift skqm / Banlits / Vegetated Shoff
1. The width of the Vegetated Shelf is consistent with the
approved plans and is a minimum of 6 feet.
Y or N
2. The slope of the Vegetated Shelf is consistent with the
approved plans and is no steeper than 6: 1.
Y or N
C. As -butt Main Pool / Treats 1 Volumes / Bevatlons
1. The permanent pool surface area provided is consistent
with the permitted value.
Y or N
2_ The Temporary Pool Volume provided is consistent with
the permitted value.
Y or N
Page 5 of 6

State Stormwater Management
Permit No. SW8 160306
3.
The permanent pool elevation is consistent with the
permitted value.
Y
or
N
4.
The temporary pool elevation is consistent with the
permitted value.
Y
or
N
(DAs4xm t
CD NM
G N/A
D. f owfi t I DIUVA Wn
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. Wgeftfion
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
. Y
or
N
no less than 24 inches on center.
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 6 of 6

State Stormwater Management
Permit No. SW8 160306
Attachment C - Permitting History
Tarin Woods II
Permit No. SW8160306
Approval
Date
Permit Action
aims
on
Description of the Changes
6/2/2017
Original
Approval
1.0
Phase 1 (with 51 lots) and Pond 1 approved under Session Law 2008-211
7/25/2017
Major
1.1
Adding Phase 2 (with 90 lots) and Pond 2 (interconnected Ponds 2A and 2B)
Modification
approved under the 2017 rules.
Pond 2: Increasing the drainage area (DA) and BUA by adding Phase 4 (with
Major
42 lots) and adding Pond 2C to the previously approved interconnected Pond
10/13/2017
Modification
1.2
2 (Ponds 2A and 2B).
Adding Phase 3 (with 40 lots) and Pond 3 (interconnected Ponds 3A and 3B).
Both of these changes are approved under the 2017 Rules.
Major
Pond 3: Increasing the BUA and adding additional lots (78 total lots) within
07/72020
Modification
1.3
the DA. Pond 3 has been redesigned to handle the additional impervious.
This change is approved under the 2017 Rules.
Page 1 of 1

Operation & Maintenance Agreement
Project Name:
Project Location:
Tarin Woods II Phase Two, Three & Four
Lt. Gongleton Road
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known sei
location. Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These
deficiencies can 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:
ng O&M tables will be added automatically):
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): West side and rear of site
Location(s):
Location(s):
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:
Signature:
James Yopp
Signing Authority on file at NCDEQ, Hoosier Daddy, LLC
00%c PUVVgT do
Wilmin ton, NC 2841M
910-443-3060
'amen rockfordpartners.net
Date: [ — a
a Notary Public for the State of
County of 13V-1AAt vr'C& , do hearby certify that MLaw---r
personally appeared before me this day of �—M-gw �.,T� lapa'b and
acknowledge the due execution of the ratio d Maintenance Agreement.
Witness my hand and official seal,
Q 0v
d)
'00A-91 JAI
U �cEwv�
R �AN 11 2020
BY -
My commission expires lu� _ a �d-. 1/10/2020
'�-6 Page 1 of 5
ST08WZ
vnrsiun i.E+

Wet 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 immediately.
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
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
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
Regrade the swale if necessary to smooth it over and provide erosion
swale.
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
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
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.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
IVE "
JQ� 1 2020
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
BY
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
TORM-EZ 1 /10/2C

Wet Detention Pond Maintenance Requirements (Continued)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
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%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
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.
TORM-EZ 1/1 0/2C
4 A nkKA NA.amia� n,.,,,, A -

Wet Detention Pond Design Summary
WET POND ID
2
Pretreatment other
than forebay? No
Has Veg. Filter? No
WET POND ID
3
Pretreatment other No
than forebay?
Has Veg. Filter? No
FOREBAY V 21
Permanent Pool El.
Temporary Pool El:
Clean Out Depth:
Sediment Removal El:
Bottom Elevation:
FOREBAY
Permanent Pool El.
Temporary Pool El:
Clean Out Depth:
Sediment Removal El:
Bottom Elevation:
.,2,3;2C1-2 2A-1
19.5 19.5
20.1 20.1
3.5 2.5
16 17
15 16
19.5 19.5
20.5 20.5
2.5 3.5
17 16.0
16 15.0
MAIN POND
Permanent Pool El.
Temporary Pool El:
Clean Out Depth:
Sediment Removal El:
Bottom Elevation:
MAIN POND
Permanent Pool El.
Temporary Pool El:
Clean Out Depth:
Sediment Removal El:
Bottom Elevation:
cElvEFt
MAR 31 �t20
2A,2B, 2C
19.5
20.1
3.5
16
15
19.5
20.5
3.5
16
15
TORM-EZ
1/10/2[

DEMLR USE ONLY
Date Recpived,
Fee Paid
Permit Number
i -7 1 avao
4 13d5 4,565—
gw8r I&O3,0Z9
Applicable Rules: ❑ oastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
11 (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.):
Tarin Woods II
2. Location of Project (street address):
5926 Shiloh Road
City:Wilmington County:New Hanover Zip:28409
3. Directions to project (from nearest major intersection):
From intersection of Hwy 132 and Hwy 421 take Carolina Beach Rd south. Left on Manassas Drive left on
Shiloh Drive.
4. Latitude:37° 07 17" N Longitude:77* 53' 43" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®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 SW8160306 , its issue date (if known) 7-25-17 , 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 required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _ ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 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? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htt.p://portal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page I 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 project):
Applicant/Organization: Hoosier Daddy LLC
Signing Official & Title fames Yopp, (by authority given by Jack Carlisle, Manager, form included)
b. Contact information for person listed in item 1a above:
Street Address:8620 River Road
City:Wilmington State:NC Zip:28412
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 443-3060 Fax:
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 &
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
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/OrganizationUsa Beaman
Signing Official & Title:Lisa Beaman (or Tames Yopp), Manager
b. Contact information for person listed in item 3a above:
Mailing Address:8620 River Road
City:Wilmington State:NC Zip:28412
Phone: (910 ) 769-3053 or (252 )916-5030 Fax: (
Emaii:[e-mail]
4. Local jurisdiction for building permits: New Hanover County
Point of Contact: Phone #:
JAN 17 2020
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6 BY:

IV. PROJECT INFORMATION
11. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff wiill be directed into stormdrain conduit then discharged into a wet 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 11- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 94.21 acres 5. Total Coastal Wetlands Area: n/a acres
6. Total Surface Water Area: n/a acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:94.21 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 (NH M line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHV� line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 33.8 %
9. How many drainage areas does the project have?3 (For high density, count 1 far 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
Draina a .Area 1
Drainage Area 2
Drama a Area 3
Dra a a Area _
Receiving Stream Name
Everett Creek
Everett Creek
Everett Creek
Stream Class *
SA;HQW
SA;HQW
SA;HQW
Stream Index Number *
18-87-29
18-87-29
18-87-29
Total Drainage Area (sf)
675,561
1,852,386
1,119,644
On -site Drainage Area (sf)
675,561
1,852,386
1,119,644
Off -site Drainage Area (sf)
Proposed Impervious Area (sf)
268,377
712,864
553,446
% Impervious Area** total
39.7
38.5
49.4
Im rviome' Surface Area
Drama a Area _
Dramage Area
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
178,500
462,000
273,000
On -site Streets (sf)
61,197
177,222
86,043
On -site Parking (sf)
On -site Sidewalks (sf)
8,733
27,142
14,403
Other on -site (sf)
4,947
Future (sf)
15,000
26,500
180,000
Off -site (sf)
20,000
Existing BUA*** (sf)
Total (sf):
268,377
712,864
553,446
* Stream Class and Index Number can be determined at: htip://portalmcdennor�,�web/wq[ps/csF;Iclrrs
* Impervious area is defined as the built upon area including, but not limited to buildings, roa �— "a F' y►
p g , arking areas,
sidewalks, gravel areas, etc. p g�
JAN 17 2020
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6 BY.

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
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 hft://portal.ncdenr.oriz/web/wo/ws/su/bmv-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
hft://portal.ncdenr.org/web/wA/ws/su/­statesw/forms dots. 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 athft://portal.ncdenr.ora/web/WA/ws/su/mal2s.)
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 htt2://portal.ncdenr.org/web/3yq/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 ArG
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to AY3
ho://www.envhelp.org(12ages/onestopexpress.hbn 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/management for -Aa
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the MIA
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). A15
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: AV
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 impo ^
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. JAN 17 2020
k. Existing contours, proposed contours, spot elevations, finished floor elevations. Ry
1. Details of roads, drainage features, collection systems, and stormwater control measulor
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 SW-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 N /A
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"xll" 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: 5836 Page No:1392 u /4
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Alm_
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(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.secretary.state.nc.us/Corporations/CSearch.asl2x
VIL 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://portal.ncdenr.org/web/lr/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:Howard Resnik, PE
Consulting Firm: CSD Engineering
Mailing Address:PO BOX 4041
City:Wilmington State:NC Zip:28406
Phone: (910 ) 791-4441 Fax: (910 ) 791-1501
Email:howard®csd-engineering.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed i
own the property identified in this
listed in Contact Information, item 1a)
Contact Information, item la)
n Contact Tnfnrmation, item 2a) , certify that I
permit application, and thus give permission to (print or type name of person
with (print or type name of organization listed in
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
JAN 17 2020
BY:

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
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Tames Yopp
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 stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature:
Date: a 1 — /3 --2 451 d
a Notary Public for the State of /VL , County of
9rk"rwr, Z1C , do hereby certify that :1 tOgne p }�®,®02 personally appeared
before me this fay of 0 stiaa�J , and a owled a the due execution of the application for
a stormwater permit. Witness my hand and official seal, `
��% COQU I REs
,`�Q` Ole
2 PRY
r"
ZN PO J:
.� Ci
SEAL 61
My commission expires e— av�s
Fonn SWU-101 Version Oct. 31, 2013 Page 6 of 6
IECEIVIE
JAN 17 2020
BY•

z!Uu VVLLMtN ! -LZ t UV� --K i AUC
0X-.''3 LOADED
IROJECT INFORMATION
1
Project Name
Tarin Woods II
2
Project Area (ac)i
94.21
3
Coastal Wetland Area (ac)I
-- --- - --- ....•__ ---- -- -- -- - ---- - - -- -
0
4
5
Surface Water Area ac
1 Is this project High or Low Density?
0 _-•------.•------__._---_.-
! _ -- -
6
1 Does this project use an off -site SCM?
iNo
WITH 02H
the vegetated setback
_9 JIS BUA other that as listed in .1003 4 c-d out of the setback? i
10 Is streambank stabilization proposed on this project? f "'---""'"--_._________.No_-__W_._.._.___._-..
IUMBER AND TYPE OF SCMs:-�
11
Infiltration System
0
12
Bioretention Cell
-�� 0
13
Wet Pond
-
T�- 3
14
Stonnwater Wetland
_ _
T 0
15
Permeable Pavement
! - - 0
16
Sand Filter
- 0
17
Rainwater Harvesting RWH
{ 0-�
18
Green Roof
--___-� 0--
19
Level Spreader -Filter Strip LS-FS
0-
20
Disconnected Impervious Surface (DIS)
Treatment Swale
0
_...,.,.._..-.__-....._-__._.._O
21
22
Dry Pond
�—_�—�-- 0-i�---^--
23
StormFilter
—•----------------•-0----w-___...__.�
24
Silva Cell
0 - .� __--•-�
25 lBayfilter
I _�--�---�--�0 -- •---�
-- ---- -- - --- --_-_____ _
26 IFilterra
d'ml--S LOADED
IESIGNER CERTIFICATION
27
Name and Title:
-.! _ _ Howard Resnik, PE -_ !71
28
O anization:
CSD Engiineerinn
29
Street address:
PO BOX 4041
30
City, State, Zip:
_ _
_--_ - Wilmington, NC NC 28406
31
Phone numbers :
Email:
910-791-4441
[e-mail]
32
Certification Statement.
I certify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or
supervision, that the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete, and
that the engineering plans, speafications, operation and maintenance agreements and other supporting information are consistent
with the information provided here
S�Q4,
SEALIX
�-
020483
iy0'`¢GINS'�;
S 11
Signature of Designer
.3 f3I /Zip
Date
ECOVE
MAR 312020
BY:

Uur A!NA s KtAb
1 Is this a high density project? I `Yes
2 If so, number of drainage areas/SCMs F
Is all/part of this project subject to previous rule i
3 versions? _ I - No_.
FGRMS LOF.rLED
)RAINAGE
AREA INFORMATION
—of
Entire Site
4
Type SCM
wet pond
_ wet pond._ ...
wet Qond_
5
Total BUA in ro'ect s ft
1534687 sf
268377 sf
712864 sf __.._
553446 sf
New BUA on subdivided lots (subject to
6permitting)
s ft
- 913500 sf
178500 sf
462000 sf_
1
273000 sf
New BUA outside of subdivided lots (subject to
_
--
7permitting)
s
621187 sf
_ _ - -
- 89877 sf
250864 sf
2.80446 sf
8
Offsite - total areas ft
---
—
9
Offsite BUA (sq ft
10
Breakdown of new BUA outside subdivided lots:
Parkinq(sq ft
-. �.____.___"_
-
__,� ___..._..-•--
-.-.____ _---
-•-_ _ .-_.- _-_
- Sidewalk (sq ft
50278 sf -
--.
8733 sf -
27142 sf
14403 sf M
- Roofs ft
_._
_ _-
_
- Roadway s ft
- _324462sf
61197 sf
177222 sf
86043 sf
Futures ft
_
221500 sf-�_
_
-__15000 sf
_
26500 sf -
180000 sf -
Other, please specify in the comment box
_
_! _
_-
-
- _ -
below (sq ft
24947 sf
4.947 s_f
20000 sf
-""'— -- -
INew infiltrating permeable pavement on
_ - _ _ _
_ _ _
11
subdivided lots (sq ft
New infiltrating permeable pavement outside of
'- - -
--�
--- �- --
12
subdivided lots (sq ft
Exisitng BUA that will remain (not subject to
13permitting)
14
s ft
Exisfina BUA that is already permitted (sq ft
15
Existing BUA that will be removed(sq ft
"�---'-
16
Percent BUA
40%_
39%
17
Design storm inches
____
-_4 _
1.5
_
in
2 in
18
Design volume of SCM cu ft
cf
_103146 cf _
simple
76952 cf_�
simple
19
Calculation method for design volume
_ _38906
simple
WDITIONAL
INFORMATION
__
Please use this space to provide any additional information about the
20
drainage area(s):
;ells in spreadsheet are rounding up and not allowing decimals. Design
torm = 1.5" for all basins.
MAR 31 T0

NET POND
1 I Drainage area nurfiber 1 2 _ ' 3
2 Design volume of SCM (cu ft) 4� _ 38906 cf _ __ _�.103146.cf _ ___ 76952it
rENERAL MDC FROM D2H .1050
3
is the SL:M s!zea to treat the SW from all surfaces at build -out?
4
Is the SCM located away from contaminated soils?
_ _ Yes
- - --
--_-_.
Yes
Yes
5
What are the side slopes of the SCM (H:V)? i
Does the SCM have retaining walls, gabion walls or other
3..1
_
3.1 _
371
--
6
engineered side slopes? i
No
No
No
_ _ _
Are the inlets, outlets, and receiving stream protected from erosion � •_
7
(10-year storm)? i
Is there an overflow or bypass for inflow volume in excess of the
Yes
- -
- ---
Yes
- - '-"--
Yes
-' -- --'-"' --
8
design: volume?
Yes
�
Yes
Yes
9
What is the method for dewatering the SCM for maintenance? I
Pump(preferred) Pump (preferred)
Pu_m_p__ (preferred)
10
If applicable, will the SCM be cleaned out after construction? F _' ____ Yes
---�_...—..-_._._.___
.
-. .
- s Yes -
11
Does the maintenance access comply with General MDC (B)? �
Yes
_Yes
'�'
Yes
12
_--_
Does the drainage easement comply with General MDC (9)?
_- _ _
_Yes _
If the SCM is on a single family lot, does (will?) the plat comply with
13
General MDC (10)?
14
Is there an O&M Agreement that complies with General MDC (11)? !
Yes_
15
Is there an O&M Plan that complies with General MDC (12)?
_ _Yes
_ _
_ _Yes
16
Does the SCM follow the device specific MDC?
_YesYes__
Yes -
_
_Yes
_
Yes
17
Was the SCM designed by an NC licensed professional?
- Yes
_
18
Method used ! __ SAIDA
-_
_ SAIDA _
_ SAIDA
19
Has a stage/storage table been provided in the calculations? Yes
Yes
15.00
16._00 -x_
Yes
20
_ _ _-
Elevation of the excavated main pool depth (bottom of sediment-
removal) (fmsl) 14.00
Elevation of the main pool bottom -(top of sediment removal) (fmsl) i 15.00
15.00
1600 —_
21
22
_ _
Elevation of the bottom of the vegetated shelf (fmsl) ! 19,00
_
-'- 19.50
_ _
—19.50
23
_ _-
Elevation of the permanent pool (fmsl) 19.50
24
_
Elevation of the top of the vegetated shelf (fmsl) 20�00
_"-
-_
_-
' 20A0
25
Elevation of the temporary pool (fmsl) - 20.30
_ _20.00
�_20.10 —
20.50
26
_
Surface area of the main permanent pool (square feet) —_ 45405:1
127658:1
541021
27
_M
Volume of the main permanent pool (cubic feet) - ' 166317 cf
362850 ct
152075 cf_
28
Average depth of the main pool (feet) 3.60 ft
- 3.00 ft
_
3.00 it
29
_ _
Average depth equation used 2
_
Equation 3
Equation 3 '
30
_Equation
If using equation 3, main pool perimeter (feet) -_
- 3684,0 ft
_
1659.0 ft
31
If using equation 3, width of submerged veg. shelf (feet) i -� --
3.0 ft
3.0 ft ~_
32
Volume of the forebay (cubic feet) 33263 cf
_
cf
_
27381 cf
33
_ _
Is this 15-20% of the volume in the main pool? Yes
_ _60235 _ _
Yes
Yes '-
34
_ _
Clean -out depth for forebay (inches) I 2 in
_
12 in '-
' 103146 cf
12 in
35
_
Design volume of SCM (cu ft) — 38906 cf
-
76952 cf
36
Is the outlet an orifice or a weir? ;_ Orifice
Orifice
_
Orifice
37
_
If orifice, orifice diameter (inches) 3.6 in
6 in
4 in
38
If weir, weir height (inches)"`-
39
If weir, weir length (inches)-'�'-
40
V
Drawdown time for the temporary pool (days) 2.7 -
251
3.29
41
Are the inlet(s) and outlet located in a manner that avoids short----
circuiting? i Yes
Yes
Yes
42
_
Are berms or baffles provided to improve the flow path?
_
43
Depth of forebay at entrance (inches) ! 54 in —
—_-42 in
30 in
44
_ _
Depth of forebay at exit (inches) , UO in
_
in
_
in
45
Does water flow out of the forebay in anon -erosive manner? Yes
Yes
Yes
46
Width of the vegetated shelf (feet) 10 ft_
6 ft
6 ft
47
Slope of vegetated shelf (H:V)-- -10:1 -_'
-- 6:1 '---
--�6:1 '-'-
48
49
Does the orifice drawdown from below the top surface of the-
permanent pool? j Yes _ _ _
Does the pond minimize impacts to the receiving channel from th_._ -
e �.._
yr, 24-hr storm? Yes
_ Yes
- - -'!-
Yes
Yes
---- --"�
Yes
50
_
Are fountains proposed? (If Y, please provide documentation that
MDC(9) is met.) No
No
No
51
Is a trash rack or other device provided to protect the outlet system? Yes
Yes
-_—_-
Yes
52
Are the dam and embankment Dlanted in non -clumping turf grass? Yes
Yes_
Yes
53
, - _ _
Species of turf that will be used on the dam and embankment centipede "centipede -centipede
as a p anting plan been provided or the vegetated she
INFORMATION
Pleasee a the is space to provide any additional information about
the wet pond(s):
54
ODITIONAL
55
am 26 PP Sf = 45,405 Pond 1, 127,658 sf Pond 2, Pond 3 = 54,102 sf,
am 44 Depth at forebay exit = 0 0 in
ECEN�R MAR 311O

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, James Yopp 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:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number S W8160306 Phase 2, 3, 4 as issued by the Division of
Energy, Mineral and Land Resources 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 Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is 3,500 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below.
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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.
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 to provide these additional measures.
ECEIVE
SEP 18 20V
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2 BY:

Hiah Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Si tune: —AXLDate: 4 9' /cO., /i
I, e lit. �► a Notary Pubic i � � � ry I n the
State of AQ) A�-. \ eJ A,,J\4 , County of \Ak- t-3 -e ,
do hereby certify that o;y rt.� personally appeared
before me this the g day of����' , 20 �'� , and acknowledge
the ue execution of the foregoing instrument. Witness my hand and official seal,
Signature e Oe\,j S,
My Commission expires
SEAL
�•;� g, GELF��►�
PUBLVG z
ZOVER
nECEIVED
SEP 18 2017
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

Tarin Woods Ph II
Phase 1— All lots 3,500 sf
Phase Z —All lots 3,500 sf
Phase 3 — All lots 3,500 sf
Phase 4 — All lots 3,500 sf
IZ-7
MAY
BY: