SW8200705_Historical File_20211001

ROY COOPER "
Governor
ELIZABETH S.USER �� . s
shy
BRIAN WRENN NORTH CAROLINA
Director Environmental Quality
October 1st,2021
D.R.Horton,Inc.(developer)
Attu: Thomas B.Montano,Vice President
do Ian Flannery,Assistant Secretary
131 Racine Drive, Suite 201
Wilmington,NC 28403
and
RMP Sidbury Road,LLC(property owner)
Attn:John Rudolph,Manager
172 Huntley Place
Charlotte,NC 28207
Subject: State Stormwater Management Permit No.SW8 200705
Sidbury Farms
High Density Subdivision Project
New Hanover County
Dear Mr.Flannery and Mr.Rudolph:
The Wilmington Regional Office received a complete,modified State Stormwater Management Permit
Application for the subject project on October 1st,2021. 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 modified Permit No. SW8
200705 dated October 1st,2021,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 August 20th,2028 and the project shall be subject to
the conditions and limitations as specified therein and does not supersede any other agency 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.
Please refer to Attachment C for 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 add the attached plans to the previously approved plan set. Please
replace the previous application (SWU-101) with the attached modified version.
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 Quality I Division of Energy,MGneral and Land Resources
D E Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 2t34o5
910.796.7215

State Stormwater Permit No.SW8 200705
Page 2 of 2
If you have any questions concerning this permit,please contact Kellie Beth Norris in the Wilmington Regional
Office,at(910)796-7215 or [e-mail].
Sincerely,
ciiti.,04±01/C.S,liefq
X.Brian Wrenn,Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment C—Permitting History
Application Documents
DES/kbn: \\\Stormwater\Permits&Projects120201200705 HD\2021 10 permit 200705
cc: Richard A.Moore,PE,McKim&Creed
New Hanover County Building Safety Department.
New Hanover County Engineering
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of EElmyy,Mineral and Land Resources
- .'D E ) Wilmington Regional Office I [27 Cardinal Drive Extension I Wilmington,North Carolina 28405
NORTH C ROIINA 'S
DormartdaMMmwrteisYg 910.796.7215

State Stormwater Management
Permit No. SW8 200705
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
D.R. Horton, Inc. and RMP Sidbury Road, LLC
Sidbury Farms
Sidbury Road, Castle Hayne, New Hanover County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) draining to four (4)
wet ponds ("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 August 20th, 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.
1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is
5,325,989 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:
Page 1 of 6

State Stormwater Management
Permit No. SW8 200705
a. SCM BUA LIMITS. The SCMs labeled Pond #1, Pond#2, Pond #3, and Pond #4 have been
designed using the runoff treatment method to handle the runoff from 563,354, 325,115,
555,912 and 334,158 square feet of BUA, respectively, within the delineated drainage areas.
The BUA for future development within the drainage areas to the SCMs labeled Pond #1,
Pond #2, Pond #3, and Pond #4 is limited to 25,000, 45,500, 155,000, and 109,400 square
feet, respectively. This permit approves 18,103 square feet of BUA that was not able to be
collected and treated in an SCM due to existing grading to bypass the system.
b. BUA FOR INDIVIDUAL LOTS. Each of the 258 lots are limited to a maximum of 4,000
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.
2. 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.
3. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The SCMs 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. 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.
4. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
5. 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.
6. 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:
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State Stormwater Management
Permit No. SW8 200705
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.
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 200705, 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 4,000 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.
7. 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.
Page 3 of 6

State Stormwater Management
Permit No. SW8 200705
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.
8. 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.
9. 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.
10. 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.
Page 4 of 6

State Stormwater Management
Permit No. SW8 200705
11 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).
12. 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.
13. 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. DEVELOPER AGREEMENT. It is the responsibility of the permit holders, D.R. Horton, Inc.
("Developer") and RMP Sidbury Road, LLC ("Property Owner"), to notify the Division of any
changes in ownership and request an ownership/name change for the stormwater permit.
However, if the development agreement between the Developer and Property Owner is
dissolved, cancelled or defaults, and the Division is not notified by the Developer to transfer
the permit, then the responsibility for permit compliance reverts back to the Property Owner.
A complete transfer request must be submitted to the Division within 30 days as described
below otherwise the Developer and Property Owner will be operating a stormwater treatment
facility without a valid permit which is a violation of NC General Statue 143-215.1. Failure to
transfer the permit may result in appropriate enforcement action in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C being taken against the
Property Owner.
b. 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.
14. 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.
Page 5 of 6

State Stormwater Management
Permit No. SW8 200705
a. 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.
b. 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.
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 1st day of October 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
aia±1A-4 //1
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 200705
Page 6 of 6

State Stormwater Management
Permit No. SW8 200705
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 200705
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.
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
I, , a Notary Public in the State of
County 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
Pemi iee's Certifi> bon NCAC .1042(4) Completed 1 NIA
Provided
A. DEED RESTRICTIONS l BUA RECORDS
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 Y or N
1)
B. 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. EASEMENTS
1. The SCMs and the components of the runoff collection /conveyance Y or N
system are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided. Y or N
D. SINGLE FAiriiL Y RESIDENTIAL LOTS -Plats for residential lots that
have an SCM include the following: 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 Y or N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
without rior a roval.
E. OPERATI N AND MAINTENANCE AGREEMENT 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 Y or N
ap ears in the chain of title.
F. OPERA N AND MAt{I�11 [AN—maintenance records are
being kept in a known set location for each SCM and are available for Y or N
review.
O. DESIGNER'S CERTIFICATION FORM—has been pro° kIydto the [M1I
Division. Y or
Page 1 of 6

State Stormwater Management
Permit No. SW8 200705
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 200705
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
Consultant's Mailing Address:
SEAL:
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.
OO N/E = not evaluated (provide explanation on page 2) OO N/A= not applicable to this SCM or project.
r Consultant's Certification NCAC .1003f(3)&General MDC M-mitt I OttiE ®N/A
.10a0
A. TREATIVENT •REQUIREMENTS _I
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 SETBACKS/BUA 1
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 3 of 6

State Stormwater Management
Permit No. SW8 200705
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.
(DAs-lwilt (2)NIE T c NiA C. STORMWATER OUTLETS —the oft handles the peak Y or N
flow from the 10 year storm with no downslope erosion ,
D. VARSATIONS
1. A variation (alternative) from the stormwater rule Y or N
provisions has been implemented.
2. The variation provides equal or better stormwater control Y or N
and equal or better protection of surface waters.
E. cm M ' OTHER REGULATORY PROGRAMS Y or N
has been met.
F. SIZ1NG�it a volume of the SCM takes the runoff from aid j T
surfaces into account and is sufficient to handle the required I Y, or N
storm depth. j •
-a.zo'NTAMMATED SOLS—infiltrating SCM's are not —�V_ or N
located in or on areas with contaminated soils.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1 V. Y or N
2. Side slopes include retaining walls, gabion walls, or Y or N
other surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V (provide Y or N
supportin documents for soils and vegetation).
1. EROSI N PROTECT!
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.
EXCESS FLOWS—An overflow/bypass has been
l Y or N
DEWAT II IN+G—A method to drawdown ttandinq water has Y' or N
been provided to facilitate maintenance and inspection.
--C—CLEANOUT"TER CONSTRU(MON—the SCIPviis teen Y or N --
cleaned out and converted to its approved design state.
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. " LIFIA-TION_:3 (FAST-TRACK PERNST)— •
The designer is licensed under Chapters b A, dhC, 89E, or I Y or lv .
59F u,f the General Statutes.
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 200705
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
Consultant's Mailing Address:
SEAL:
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
ZON/E = not evaluated (provide explanation on page 2) ®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
r Consultant's Certification (MDC .1053) [ DAs-built ®N/E ®NIA
A. Forebay 1 Depths l Fountain __ __.---..._ _�I_� _----,---.---
1. The available Sediment storage is consistent with the Y or N
approved plan and is a minimum of 6 in.
2. Water flow over the forebay berm into the main pond Y or N
occurs at a non-erosive velocity.
3. The provided Forebay Volume is 15%-20% of the main Y or N
pool volume.
4. The Forebay entrance elevation is deeper than the exit Y or N
elevation into the pond.
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted Y or N
value?
6. Fountain documentation is provided. Y or N
B. Side slopes 0 Banks/Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the Y or N
approved plans and is a minimum of 6 feet. .
2. The slope of the Vegetated Shelf is consistent with the Y or N
approved plans and is no steeper than 6:1.
C. As-built Main Pool/Areas/Volumes 1 E'evat'ons
1. The permanent pool surface area provided is consistent Y or N
with the permitted value.
2. The Temporary Pool Volume provided is consistent with Y or N
the permitted value.
Page 5 of 6

State Stormwater Management
Permit No. SW8 200705
3. The permanent pool elevation is consistent with the Y or N
permitted value.
4. The temporary pool elevation is consistent with the Y or N
permitted value. _
I ®As-built ONE 1 ON/A
a inlets i Out et►Drawdown 1. The design volume draws down in 2-5 days. Y or N
2. The size of the Orifice is consistent with the permitted Y or N
value.
3. A trash rack is provided on the outlet structure. Y or N
4. Hydrologic impacts to the receiving channel are minimized Y or N
from the 1 yr 24 hr storm discharge?
5. The inlets and the outlet location are situated per the Y or N
approved plan and avoid short-circuiting.
E. Vegetation ,
1. The vegetated shelf has been planted with a minimum of 3 Y or N
diverse species.
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

Attachment C- Permitting History
Sidbury Farms
Permit No. SW8 200705
AppDate Permit Action Description of the Change
Version
8/20/2020 Original 1.0 2017 Rules. 4 Wet Ponds approved.
Approval
10/1/2021 Major 1 1 Addition of 18,103 sf of offsite ROW BUA that will be
Modification untreated.
Page 1 of 1

Ji.
DEMLR USE ONLY
Date R ceiv d Fee Paid Permit Number
(I/ dL'to©a 4o ) SIO8 G,O0`7GSS
Applicable Rules: Coastal SW-1995 ❑Coastal SW-2008 0 Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
0 Other WQ Mg-rat 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.):
Sidbury Farms-Phase 1
2. Location of Project(street address):
6010 Sidbury Rd
City:Castle Hayne County:New Hanover Zip:28429
3. Directions to project(from nearest major intersection):
From the Intersection of Blue Clay Road(SR 1318)and Sidbury Road(SR 1336),travel North East
approximately 1.80 miles.The project will be on the right.
4. Latitude:34°19'52.92"N Longitude:77°51'11.43"W of the main entrance to the project.
IL PERMIT INFORMATION:
1.a.Specify whether project is(check one): ❑New ®Modification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWit-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 SW8 200705 ,its issue date(if known)August 20,2020 ,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,N/A and the previous name of the project,if different than currently
proposed,N/A
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:3.23 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 Eyes 12 ,,
Wr
If yes,see S.L.2012-200, Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations 'id
SEP 0 7 2021
Form SWU-l01 Version Oct.31,2013 Page 1 of 6

°`
III. CONTACT INFORMATION ++ `N���C��:,4°p•.y
1.a.Print Applicant/Signing Official's name and title(specifically the developer,prose+2 ,,, ^0.�°�``�,
designated government official,individual,etc.who owns the project): _ 4 Ei SEAL 3q a-1
Applicant/Organization:D.R.Horton,Inc. = 025503
Signing Official&Title:Ian Flannery,Assistant Secretary 103. 41./
b.Contact information for person listed in item la above: lllllll 'e ++p'c.� ''`,
Street Address:160 Mine Lake Ct Ste 200
City:Raleigh State:NC Zip:27615-6417
Mailing Address(if applicable):160 Mine Lake Ct Ste 200
City:Raleigh State:NC Zip:27615-6417
Phone: (843 ) 709-0752 Fax: ( )
Emai1:[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:RMP Sidbury Road,LLC
Signing Official&Title:John Rudolph,Manager
b.Contact information for person listed in item 2a above:
Street Address:172 Huntley Place
City:Charlotte State:NC Zip:28207
Mailing Address(if applicable):172 Huntley Place
City:Charlotte State:NC Zip:28207
Phone: (704 ) 372-8000 Fax: (
Email:[e-mail]
3.a. (Optional)Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:D.R.Horton,Inc.
Signing Official&Title:Ian Flannery,Assistant Secretary
b.Contact information for person listed in item 3a above:
Mailing Address:131 Racine Drive,Suite 201
City:Wilmington State:NC Zip:28403
Phone: (843 ) 709-0752 Fax: ( )
Email:[e-mail]
4. Local jurisdiction for building permits:New Hanover Coun
Point of Contact:Nicholas Gadzekpo Phone#: (910 ) 798-730 �' g V t,
1
11 OCT 01 2021
BY
Form SWU-101 Version Oct. 31,2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Onsite Stormwater will be collected in pipe collection systems and treated with wet detention basins.Onsite
drainage associated with the Sidbury Farm Entrances and Turn Lanes that will drain to NCDOT roadway
ditches meeting design criteria of the NCDOT BMP Toolbox and Depth and velocity requirements of
treatment swale. _
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑ Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:133.22 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5) -Total Surface Water Area(6)=Total Project
Area':133.22 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 MHW) line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 = 31.0
9. How many drainage areas does the project have?6 (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_ Drainage Area_ Drainage Area Drainage Area_
Receiving Stream Name . SEE ATTACHED TABLE
Stream Class *Stream Index Number*
Total Drainage Area(sf)
On-site Drainage Area(sf)
Off-site Drainage Area(sf)
Proposed Impervious Area**(sf)
% Impervious Area**(total)
Impervious*"Surface Area Drainage Area_ Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(sf)
On-site Streets (sf)
On-site Parking (sf)
On-site Sidewalks (sf) „�•.-,,...e..
Other on-site (sf) .�..+Lir #
Future(sf)
Off-site (sf) ' SEP 7
Existing BUA***(sf) 1316_
Total (sf):
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wq/ps/csu/classifications
Form SWU-101 Version Oct.31,2013 Page 3 of 7

** Impervious area is defined as the built upon area including, but not limited to, buildings,roads,parking areas,
sidewalks,gravel areas,etc.
***Report only that amount of existing 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.Survey of existing
roadway and pavement limits and plan measurement of design of proposed pavement due to road widening.
Projects 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 15A 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 http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/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 docs.
' 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 gal 040M4
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&M t,*A J
agreement(s)for each BMP. PA'in
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for
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 TX%)
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1
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 tidalW
waters,and any coastal wetlands landward of the MHW or NH 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. SEP 0 l 202'
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned. BY•
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
Form SWU-101 Version Oct.31,2013 Page 4 of 7

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).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify t`
•
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:6471 Page No:394
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 la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://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:Richard A.Moore,P.E.
Consulting Firm:McKim&Creed
Mailing Address:243 North Front Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 343-1048 Fax: (910 ) 251-8282
Email:[e-mail] I lc
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,comp this, ''
section) s' P 0 7 2021
I, (print or type name of person listed in Contact Information,item 2a)John Rudolph ,cat#ify that I
own the property identified in this permit application,and thus give permission to (print or type name of perso
listed in Contact Information,item la)Libby Shelton with(print or type name of organization listed in
Contact Information,item 1a)D.R.Horton,Inc. 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 of7

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 as essment of pe ties of up to$25,000 per day,pursuant to NCGSQ 143-215.6.
Signature: D Date: " z l - ZDZ/
I, 0(i c. . 51n op 1nci ,a Notary Public for the State of NO Y+k Ubtl iq County of
A VC be 9 ,do hereby certify that J014 P t l A.poifin personally appeared
before me thisly day of Au ttw 5' 3.0024,and owledg`the d ex cution of the application for
a stormwater permit. Witness my hand and official seal, atiVat,. J X
7
d'''.
NOTARY ; _
PUBLIC .
'•.- „it„: 27., ,ate.
SEAT,
My commission expires 4ttyee, 141, 24740
740
IL; ACe„III SO 4„..
hSEPO72O21U
Form SWU-101 Version Oct.31,2013 Page 6 of 7

X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information,item 1a)Ian Flannery ,
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 under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: f7 S7/7/ 1
I, ,a Notary Public for the State of t--4•10Q -aL.-. ,County of
fit"°- k^d-1 ,do hereby certify that I a-us"- ta1^11N `i personally appeared
before me this 2' day of -is, , '2-41=` - and acf,nowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, /vie/N
,„,,,,a,\ ne n1gpo
i
9 c .
-ice .�'^. :,.'ii�Bt.•' 0 ���
,,[ \\
,,° ili :_!is,.\,\
SEAL
My commission expires �0-1%-%
fitiL.V ,A
SEP 0 7 2021
BY.'
Form SWU-101 Version Oct.31,2013 Page 7 of 7

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SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION- --._. . .._
1 !Project Name SIDBURY FARMS-PHASE I
.2 'Project Area ac 118.6E —_._.—
3 Coastal Wetland Area fac)___ . ......__ ___ 0 _ __. ___.
4 Surface Water Area_(?c)_. ,... 1.04
5 Is this project High or Low Densit�7 Hi h
6 Does this project use an off-site SCM? -- —o - —
COMPLIANCE WITH 02H.1003(4)
- _7__Wiidth of,vegetated setbacks provided(feet) __ —_ —.— .. >50
8 .WV the vegetated setback remain vegetated? Yes
9 Is BUA other that as Listed in_1003(4)(o-d)-out of the setback? ..__.__•_ Yes
10 Is streambank stabilization proposed on this project? No
NUMBER AND TYPE OF SCMs --- -- ~^---�-_______
11 Infiltration System. _— p
12 •Bioretention Cell p
13 Wet Pond
4
14 Stormwater Wetland .i
L-
15 Permeable Pavement --- — .._ p
0
0 — _ —+i�
16 Sand Filter
17 Rainwater Haryestin�LRWH)-- ---.......___._._...._._._......._.
18 Green Roof _ �_ _ ---. 0
19 Level Spreader-Filter Strip„(LS-FS) 0
20 Disconnected Impervious Surface(DIS)_ 0
21 Treatment Swale 0
22 Dry.Pond . 0. —_
29 StormFilter 0
24 Silva Cell 0
25 Sayfiker 0
26 jFilterre _ 0
FORMS LOADED
DESIGNER CERTIFICATION
27 (Name and Title. —_ _ Richard A.Moore,PE
28 I Organization: - Mdcim&Creed �A_
29 Street address: — _ 243 N Front St
30 City,State,Zip: • Wilmingtcm_NC ,8401.
31 Phone numbers M _ [phone] -�_
32 Email ramooremckimcreed.com
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 knowAedge and belief,true,accurate,and complete;and that
the engineering plans,specifications,operation and maintenance agreements and other supporting information are consistent with the
information provided here.
SEAL 9 Si elute ofDesigner
025503 ►�t`t(
ci
r�,,t � �N_...tom. .6%
Seal Date

9
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NET POND
1 Drainage area number Pond 1 Pond 2 Pond 3 Pond 4
2 Design volume of SCM(cu ft)) 81693 cf - 1 39195 cf _ -68$B5 of 42057 of
ENERAL MO[FROM a2N.la5a
3 Is the SCM sized to treat the SW from all surfaces at build out? ! Yes Yes Yes Yes
41a the SCM located away from contaminated soils?
Yes Yes • Yes Yes
What are the side slopes of the SCM(H:V)? 3:1 Ti 3:1 3:1
Does the SCM have retaining walls.gabion walls or other - -6 engineered side slopes? No No N_o No
- Are the inlets,outlets,and receiving stream protected from erosion
7(10-year storm)? Yes Yes Yes Yes
1Is there an overflow or b Yes -ypasa for inflow volume in excess of the '"" '"_` -"
8 design volume? Yes Yes Yes Yes
9 What is the method for dewatering the SCM far maintenance? Pump(preferred) Pump(preferred) Pump(preferred) Pump(preferred)
10 If applicable,will the SCM be cleaned out after construction? Yes Yes Yes Yes
11 Does the maintenance access comply with General MDC(8)? Yes Yes Yes Yes
12 Does the drainage easement comply with General MDC(9)? Yes Yes Yes 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 Yes Yes Yes
151s there an O&M Plan that complies with General MDC(12)? Yes _ - Yes Yes Yes
16rpoes the SCM follow the device specific MDC? Yes Yes Yes Yea
17)1111asthe SCM designed b an NC licensed professional? Yes - •- --_._-.-_ ._- - -_..,_.. -.
9 y Yes -Yes Yes Yes
JET POND MDC FROM 02H.1053
16iMethod used SA/DA SA/DA SA/DA SA/DA
19 Has a alage/storaga fable been provided In thecslcujations? .----
- Yes.-- -- -Yee. -._,. -__ `Yea".... ' .. Yes
Elevation of the excavated main pool depth(bottom of sediment
20 removal)(fmsl) 23.00 26.0D 28.00 25.00
21 Elevation of the main pool bottom-(top of sediment removal)(fmsl) 24.00 27.0D 29.00 26.00
22 Elevation of tfe bottom of the vegetated shelf(fmsl) -_...._.._ --..,�.5o _'32,0D- -"'34.D0 -- '_!-'34.00 -
2a Elevation otthe permanent pool(fmsl) 27.50 32.50 34.50 ___... .._ 34.50
24 Elevation of the lop of the vegetated shelf(Imsl)_ 28.00 33.00 35.D0 35.00 s_
25I Elevation of the temporary pool(fmsl) v _ 29.00 w3.7 36 ~ 36.15 36.20 _
28'Surface area of the main anent pool(square feel) 41744 sf - 22640 sr _ _ 28985 sf - - 17318 sf _..
27 Vdurne of the main perm#npnl pgol(cugia feel)- 126409 of 90175 cf - _ 121150 cf 79792 cf
2a'Aver a e of the mein -------- ._. _ .- __._ _
� �h .... Peal(feet) ..__3.23 ft... .. .,_._4.31ft 4 541t - -5.21 ft,.:_,
29 Average depth equation used Equation 3 Equation 3 Equation 3 Equation 3
30 If us, _,__.,
rig equation 3 main pool perimeter(feet) 840 O ft 677 0 ff 739 D 1t -fi40 0 ft'"_
31 i If using equation 3 width of submerged vag.shelf(feat) 3.0 ft 3.0 ft 3.Oft_ --33 0 ft
32 Volum
e of the forethey(cubicfeet) - 23425 of 17263 of _ 23632 cf _ 12077 cf
33 Is this 15.2096 of the volume in the main pool? - Yes
Yes Yes Yes _
,Cleamoul depth for farebay(In hes) _ 6 In 12 in _ -MIT- 6 in
35 Design volume of SCM(cu ft) 81593 cf 39195 cf 69685 of 42057 cf'_
36)Is the outlet aria Ica or a weir? Orifice Orifice Orifice Orifice
37! If orifice orifice d arneter(inches) 3.50 in 2.60 in 3.00 in• 2.75 in
-Al If weir weir height(inches) - - -
39; If weir,weir length(inches)
4D Draurdown time for the temporary pool(days) 3.68 4,45 4.58 3.33
)Are the inlet(s)and outlet located in a manner that avoids chart-
4lgdreuiting? Yea Yea Yes Yes
42 Are ber ms or baffles provided to improve the flow path? No No No No
433 Dept of forebay at entrarice�(iriches� - 541n_'. _ 181n _ . . BB in • 1021n
441Depih of forebsy at exit(inches) 48 In _66 in _ �54 in � 96 in
XdiDoes hiraler flow out of the farnbey in a ion-iiisIve`manner?"-' rt' Yee-_ Yes' - Yes Yes _`
4apiidthofttie. .- _.__, . ____
VBgelBted shelf(Teel) 6 ft 6 ft "_ a ft 8 ft _,
47,/Slope of vegetated shelf(H V) 6:1 8 1 61 -1:I.
t foes the orifice drawdown from below the top surface of the
48tpermanent pool? Yes Yes Yes Yes
Does the pond minimize impacts to the receiving channel from the 1-
49:yr,24-hr storm? Yes Yes Yes Yes
,Are fountains proposed?(If Y,please provide'documentation that -
50IMDC(9)is met.) No No No No
5i is a trash rack or other device provided to protect the outlet system? Yes Yes Yes �- . - Yea-
52(Are the dam and embankment planted in non-clumping turf grass? Yes Yes Yes • Yes
_53Species of turf that will be used on the dam and embankment Bermuda Bermuda Bermuda Bermuda
5`4, es a nti". n'6een Bled"fcrihe" he `ifielff "-qeS-fire . - .-V ..__., ._-._-_.Ye$._.____--,_des._ ._.
pm„oa�', f t
EiBittON E(ti'FORMATION
Please use 1 his space to provide any additional information about '
55 the wet pond(s):
1

Operation & Maintenance Agreement
Project Name: SIDBURY FARMS - PHASE 1
Project Location: SIDBURY ROAD, CASTLE HAYNE, NORTH CAROLINA
Maintenance:records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known Set Io.`cation.
•Any deficient BMP elements noted in the inspection will be corrected, repaired;or replacedimmediately. 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&corresponding O&M tables will be added automatically):
Bioretention Cell Quantity: Location(s):
Dry Detention Basin Quantity: Location(s):
Grassed Swale Quantity: Location(s):
Green Roof Quantity: Location(s):
Infiltration Basin Quantity: Location(s):
Infiltration Trench Quantity: Location(s):
Level SpreaderNFS Quantity: Location(s):
Permeable Pavement Quantity: Location(s):
Proprietary System Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Sand Filter Quantity: Location(s):
Stormwater Wetland Quantity: Location(s):
Wet Detention Basin Quantity: 4 Location(s): Within project boundary
Disconnected Impervious Area Present: No Location(s):
User Defined BMP Present No Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
*Responsible Party: Libby Shelton
Title&Organization: Vice President, D.R. Horton
Street address: 131 Racine Drive,Suite 201
City,state,zip:Wilmington,NC 28403
Phone number(s): 843-709-0752
Email: [e-mail]
Signature: 4 (S1f1.QAIV'\
Date: /17-1)0-0
I, 1 A,►) XaN E , a Notary Public for the State of A)otte,f CA'rto 1_t N Pi
County of /J F t,y 14.0 o v C.,'v , do hearby certify that rp A$l-r W C 44v.4.-r o,J
personally appeared before me this J'in} day of SUL.t( 1 aDa 0 and
acknowledge the due execution of the Operations and Maintenance Agreement.
Witness nd official seal,
I S. *oAil _
z
12 PUMA I
.01
Seal My commission expires C5/17/20a5
STORM-EL
7/23/202C
Version 1.4 O&M Manual Page 1 of

7- Wet Detention Pond Design Summary
.rvet tuna ulagrarn
WET POND ID FOREBAY MAIN POND
Pond 1 Permanent Pool El. 27.5 Permanent Pool El. 27.5
Temporary Pool El: 29 Temporary Pool El: 29
Pretreatment other No Clean Out Depth: 3.5 Clean Out Depth: 3.5
than forebay? Sediment Removal El: 24 Sediment Removal El: 24
Has Veg.Filter? Yes Bottom Elevation: 23.5 Bottom Elevation: 23
WET POND ID FOREBAY MAIN POND
Pond 2 Permanent Pool El. 32.5 Permanent Pool El. 32.5
Temporary Pool El: 33.75 Temporary Pool El: 33.75
Pretreatment other No Clean Out Depth: 4.5 Clean Out Depth: 5.5
than forebay? Sediment Removal El: 28 Sediment Removal El: 27
Has Veg.Filter? Yes Bottom Elevation: 27 Bottom Elevation: 26
WET POND ID FOREBAY MAIN POND
Pond 3 Permanent Pool El. 34.5 Permanent Pool El. 34.5
Temporary Pool El: 36.15 Temporary Pool El: 36.15
Pretreatment other No Clean Out Depth: 3.5 Clean Out Depth: 5.5
than forebay? Sediment Removal El: 31 Sediment Removal El: 29
Has Veg.Filter? Yes Bottom Elevation: 30 Bottom Elevation: 28
WET POND ID FOREBAY MAIN POND
Pond 4 Permanent Pool El. 34.5 Permanent Pool El. 34.5
Temporary Pool El: 36.2 Temporary Pool El: 36.2
Pretreatment other No Clean Out Depth: 7.5 Clean Out Depth: 8.5
than forebay? Sediment Removal El: 27 Sediment Removal El: 26
Has Veg.Filter? Yes Bottom Elevation: 26.5 Bottom Elevation: 25
TORM-EZ
7l7A/7

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, Libby Shelton , 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 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 4,000 square feet. This allotted amount includes any
built-upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
7. Each lot will maintain a 50**foot wide vegetated buffer between all impervious areas and surface
waters.
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 swales 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.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
it/6110.61
Signature: . Date: 1 P.1 .
:I li4.� C Adam.• k • a Notary Fublic in the
State of ..JoRxt4 C:Afta cal County of Aj I1k v.6i .
do hereby certify that EL II"1E114 SHg iTiu personally appeared
before me this the .07TH day of Tut.'( , 200a , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Ariaaduiftuke
Signature
a� �s
My Commission expires 05h1/21135 I tOSARV
qN V„R.T
firmiForm DRPC-3 Rev.2 05Nov2009 Page 2 of 2

Burd, Tina J
From: Burd,Tina J
Sent: Friday, October 1, 2021 4:00 PM
To: [e-mail];[e-mail]; [e-mail]
Subject: SW8 200705 - Sidbury Farms
Attachments: SW8 200705 - Sidbury Farms.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources(Stormwater Section)completed
their review of the Express Stormwater Permit Application for the subject project.Attached is the cover letter and
permit issued on October 1, 2021 that will be mailed separately,along with any other supporting documents.
Please direct any questions to your reviewer.
DO NOT RESPOND TO THIS EMAIL:
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
E
,,,„{ y„f.)fl1iP.;P; to and tr(„,. • Jddress is si blect to the
ier.oi pis L. <:;iv may be disclosed la third parties.
Website: httr://dea.nc.gov/about/divisions/energy-mineral-land-resources/stormwater
Based on the current guidance to minimize the spread of COVID-iq,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered
shifts. To accommodate these staffing changes,all DEQoffice locations are limiting public access to appointments only. Please
check with the appropriate staff before visiting our offices,as we may be able to handle your requests by phone or email. We
appreciate your patience as we continue to serve the public during this challenging time.
1

v
MCKIM&CREED LETTER OF TRANSMITTAL
DELIVERED DATE: September 29,2021
TO: NCDEMLR PROJECT NO: 04245-0012 TASK NO: 40
127 Cardinal Drive Extension RE: Sidbury Farms,Phase 1—Stormwater
Permit#SW8 200705 Modification—
Wilmington,NC 28405 Resubmittal#1
ATTENTION: Kellie Norris TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ® Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ® Other—CD
Quantity Drawing No. Rev. Description Status
EXPRESS STORMWATER PERMIT MODIFICATION #SW8 200705
1 Comment Response Letter .. M G
1 Permit Plan Set )CT 0 ' G
2021
2 SWU-101 Revised page 2 -7: -. G
1 CD Containing Revised Submittal Package Items `° G
Issue Status Code: A.Preliminary B. Fabrication Only C. For Information D.Bid
E. Construction F. For Review&Comments G.For Approval H.See Remarks
Action Status Code: 1. No Exceptions Taken 2.Make Corrections Noted 3. Other
4.Amend&Resubmit 5.Rejected-See Remarks
REMARKS:
243 NORTH FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
cc: File,McKim&Creed,w/enc McKIM & CREED, Inc.
Signed
yan Spiker
Senior Designer

v� McKLM&CREED ENGINEERS
SURVEYORS
PLANNERS
September 29,2021 M&C 04245-0012(40)
Kellie Norris, Environmental Engineer
DEMLR—State Stormwater Program
Department of Environmental Quality
127 Cardinal Drive
Wilmington,North Carolina 28405
RE: Request for Additional Information
Stormwater Project No. SW8 200705
Sidbury Farms Phase 1
New Hanover County
Dear Ms.Norris:
In response to the Request for Additional Information Received (September 29,
2021) regarding Sidbury Farms Stormwater Project No. SW8 200705, we offer
the following responses:
The comments below have not been edited and were retyped or cut and pasted
to the extent practical to ensure they accurately reflect the letter provided.
1. 15A NCAC 02H.1042(2)(a)(ix):Please confirm the addresses listed in
Section III.1.b of the application are consistent with the corporate
addresses on file with the NC SOS's corporation database.Section III.3 of
the application is intended for other related addresses and contact
information.If additional addresses are desired, a separate page may be
attached.
Response: The address in Section lII.1.b has been updated to reflect the
addresses on file with the NC SOS's corporation database.Section III.3 of
the application has been updated with an additional local address to for
243 North Front Street Ian Flannery with D.R.Horton.
Wilmington. NC 28401
2. 15A NCAC 02H.1042(2)(g), .1042(2)(h), .1042(2)(m), and .1050(16): Only
one set of plans was submitted.Please provide a 2nd set of plans.
Response: A second set of plans is included with this resubmittal.
910.343.10-18
MO moor
Fax n 1 0.251.8282
w mckimcreed.cam OCT 01 2021
BY:

Ms. Kellie Norris
September 29,2021
3. Due to the minor nature of these comments,the express additional
information fee has been waived.
Response: Noted.Thank you.
If you have any questions,please do not hesitate to contact me at our office 910-
343-1048.
Sincerely,
`F //1�1111A/°�f,I,'
M Creed,Inc.
025503
Richard A.Moore,PE %,
064'
Regional Manager ''''1,'S'Q ,�`'��
°-sni 11111N1���tl
Cc: File, 04245-0012(40)
4..ICNIVIC-
• OCT 01 2021 Li
BY
4 MGM&CREED

8
BY
---..___._....__................y
SIDBURY FARMS
OFF-SITE ROADWAY IMPROVEMENTS
NEW HANOVER COUNTY, NC
STORMWATER NARRATIVE
Stormwater Management Permit #SW8 200705 Modification
Prepared for:
D. R. Horton, Inc.
131 Racine Drive,Suite 201
Wilmington,NC 28403
Prepared by:
411
44, 1\4CKIM&CREED
243 North Front Street +.°°'`a ���gr• ''''''
Wilmington, NC 28401 ,a`+ . r%
[phone] �'SEAL�'Ly��1=:1,./.11
025503 8 g
13
Project#04245-0012 (40) r:, 1y �a,-
r
August 2021

Design Narrative
I. Existing Site
The project is located in New Hanover County, 1.80 miles North East of the intersection of Blue
Clay Road (SR 1318) and Sidbury Road(SR 1336).The proposed 314.3 acre development,known
as Sidbury Farms is a performance residential subdivision with a total of 655 single family
homes (258 in Phase 1, 163 in Phase 2 and 234 in Phase 3) and 103 townhomes (59 in Phase 2 and
44 in Phase 3).
Sidbury Road (SR 1336)has a 100-foot Right of Way with two 12-foot travel lanes,minimal
paved shoulders and existing roadside ditches that vary in base width and depth. The roadside
ditches are heavily overgrown with vegetation and drain towards Prince George Creek. A copy
of the USGS quadrangle map is attached indicating project vicinity and general drainage
patterns in the area.
The project site is in the Cape Fear River Basin. According to the latest surface water
classifications published by NCDEQ Prince George Creek is classified as C;Sw. Prince George
Creek Drains to the North East Cape Fear River(B;Sw,Index-No. 18-74-(47.5)) as illustrated on
the attached USGS Topo Map. The site does not drain to ORW designated waters,is not within
-mile of and draining to SA classified waters and is not within 1-mile and draining to I IWQ
designated waters.
II.Proposed Improvements
This addendum to the current permit addresses only the off-site drainage related to the
widening of Sidbury Road. No changes to the on-site drainage areas or stormwater control
measures(SCM's) as currently approved are proposed.Through previous coordination with the
NCDOT District 3 Office on the TIA prepared for project,the developer is required to establish
a right in/right out driveway at Site access#1 and a symmetrical widening of Sidbury Road
(SR1336) to establish left and right turn lanes into the proposed development at Site Access#2.
Only Site Access #1 and Site Access#2 are proposed at this time of permit modification.
To avoid future lengthening of these improvements,they are being built to the dimensions
required for full build-out of the development. The proposed roadway within the right of way
is a shoulder section and will follow existing drainage patterns via roadside swales.
Existing Stormwater Runoff from Sidbury Road and adjacent properties is currently conveyed
through existing roadside ditches.These ditches will be relocated to accommodate proposed
roadway improvements while maintaining existing drainage patterns. The ditches will be
improved to accommodate the proposed runoff and meet current NCDOT Design Criteria and
Velocity and Depth of treatment swales. The proposed roadside ditches have been verified to
accommodate post construction stormwater runoff from the 10-year storm event and are less
than 2.0%grade.

The table below provides a break down on the proposed and existing BUA for the project area.
Description Impervious Areas
Storutwater Project Are: ; 476,817 SF
(10.94 acres)
•
Site Access 1 °`, ! 5,931 SF
Site Access 2 12,172 SF
Site Access 3 - - ." 5,931 SF
Existing Impervious 118,087 SF
Total Proposed Impervious Area 18,103 SF
(Site Access 1 and 2 only) (0.42 acres)
Percent Impervious 3.80%
(Site Access 1 and 2)
Percent Impervious 5.04%
(Site Access 1 and 2 and 3)
Total Percent Impervious 29.8%
(Existing+Proposed)
*Only Site Access 1 and 2 are proposed at this time.

USGS U.S.DEPARTMENT OF THE INTERIOR SCOTTS HILL QUADRANGLE
U.S.GEDLONCAL SURVEY ►:�I I Topo NORTH CAROLINA
].swan!SERIES
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I MPROVENIENPROJECT \ - - - - -
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Soil Map—New Hanover County,North Carolina Sidbury Soils Map
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AO1 Percent of AOI
JO Johnston soils 23.9 7.4%
Le Leon sand 52.7 16.3%
Mu Murville fine sand 182.6 56.4%
Se Seagate fine sand 56.5 17.5%
Wr Wrightsboro fine sandy loam,0 8.1 2.5%
to 2 percent slopes
Totals for Area of Interest 323.8 100.0%
USDA Natural Resources Web Soil Survey 8/25/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3

Book 6417 Page 394
BK: RB 6417
PG: 394-396 NC FEE$26.00
RECORDED: 2021009531
0212s12027 NEW HANOVER COUNTY, REAL ESTATE
TAMMY THEUSCH PIVER
02:37:53 PM EXTX$10564.00
REGISTER OF DEEDS
BY:KELLIE GILES
DEPUTY ELECTRONICALLY RECORDED
SPECIAL WARRANTY DEED
Parcel: R01900-002-004-000 and plo R01900-002-009-000
Revenue Stamps: $10,564.00
❑ If checked,the property includes the primary residence of at least one of the parties
depicted as party of the first part. (N.C. Gen. Stat. § 105-317.2)
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
THIS SPECIAL WARRANTY DEED, made and entered into this the 26th day
of February,2021 by and between RMP SIDBURY ROAD, LLC, a North Carolina limited
liability company,party of the first part(the address of the party of the first part is: 1401 Central
Avenue, Suite 200-D, Charlotte,NC 28205); and SIDBURY 758, LLC, a North Carolina limited
liability company,party of the second part(the address of the party of the second part is: 701
Green Valley Road, Suite 101, Greensboro,NC 27408).
WITNESSETH :
That the party of the first part in consideration of the sum of Ten and No/100
Dollars($10.00) and other good and valuable considerations paid to the party of the first part by
the party of the second part, the receipt and sufficiency of which hereby are acknowledged, has
granted, bargained, sold and conveyed and by these presents does grant,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(28562), Post Office Box 867,New
Bern,NC 28563-0867—Clifford P. Parson
Please return to Isaacson Sheridan
No opinion on title is rendered by Ward and Smith, P.A.,without a separate written opinion on
title from Ward and Smith, P.A.
Submitted electronically by "Isaacson Isaacson Sheridan Fountain & Leftwich, LLP"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover County Register of Deeds.

Book 6417 Page 395
All that certain tract or parcel of land lying and being situate in
Cape Fear Township, New Hanover County,North Carolina, and
being more particularly described as follows:
Being all of Tract 1 (197.35 ac.)as shown on a map entitled
"Minor Subdivision Plat 312.85 Acres for Sidbury Station"
recorded in Map Book 69,Pages 153-154 in the office of the
Register of Deeds of New Hanover County.
This conveyance is made subject to ad valorem taxes for the
current year and subsequent years; utility easements and rights-of-
way of record or on the ground and restrictions of record that do
not materially affect the intended use or value of the property; and
the use provisions of any governmental ordinance affecting the
property.
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.
And the party of the first part covenants that said party has done nothing to affect
such title to the aforesaid property as was received by said party and, subject to the matters set
forth above, agrees to warrant and defend the title to said property against the lawful claims of all
persons claiming by,through or under said party, but no further.
2

Book 6417 Page 396
IN TESTIMONY WHEREOF, the party of the first part has caused this
instrument to be executed under seal in such form as to be binding, this the day and year first
above written.
RMP SIDBURY ROAD, LLC (SEAL)
- / >-
By: ' / ., A, ` ``` er-
JohYi?. Rudolph, Manager
STATE OF NORTH CAROLINA
COUNTY OF !- t... . .r- . a. t
• i
I certify that the following person"personally appeared before me this day, acknowledging to me
that he signed the foregoing document for the purpose(s)stated therein, in the capacity indicated
therein: JOHN C. RUDOLPH.
Date: % Lo A•
Signature of Notary Public
\\`'��►�si
' Notary Public 2 Notary's printed or typed name
Union
County
7:1- M Comm. E My commission expires: ` -
Y xp.
O 01-31-2023
Z /CAR°'
[NOTARY SEAL]
943363-00013
ND: 4832-3250-1213,v. 1
3

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SURFACE MATERIAL LEGEND
g \
N 1 S
I I ASPHALT
i
SIDEWALK
300
0 300' 600
loone.A. I r ,
SCALE 1,300'(Horiz) I -, • • • • • • WETLANDS
i
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i
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SEAL
SIDBURY FARMS
HORil.ZIN.TAL.
1 •
MCE PROJ 0
lt1 41 0 1-1 1
ElitH01111111ii t..1,.ERIE-1 NEW HANOVER COUNTY, NORTH CAROLINA
OIDEDRSEAFINEEDD VERITAL
i ! i
, k 025503 i 1 1116—dA4111' 2MCK11443 North Front Street
NA
• PROJ.MGR
r
I %0,\...'..4.crrass":11./ Wilmington, North Carolina 28401
Phone [phone], Fox [phone] v. '
1
AERIAL EXHIBIT revaxeN
9 ',:ilit A.*" Jane=F-1222
J(STO;IISC
.1 I IMMO] DESCR19105 I LVAZ I
J ,‘,‘,-,..1'''''''''' ,
www.mckimcreed.com J. JlPERMIT REVIEW DRAWINGS
.1 REVISIONS (.4 •
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8/25/2021 North Carolina Secretary of State Search Results
• 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
Business Corporation
Legal Name
D.R. Horton, Inc.
Information
Sosld: 0296009
Status: Current-Active 0
Date Formed: 11/5/1991
Citizenship: Foreign
State of Incorporation: DE
Fiscal Month: September 44:$-C:1""s•ft.,
Annual Report Due Date: January 15th
CurrentAnnual Report Status: SEp0 7 2021 il
Registered Agent: CT Corporation System BY
Addresses
Mailing Principal Office Reg Office Reg Mailing
1341 Horton Circle 1341 Horton Circle 160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Arlington, TX 76011 Arlington, TX 76011 Raleigh, NC 27615-6417 Raleigh, NC 27615-641/
Officers
Vice President Chief Executive Officer Chairman of the Board Secretary
Cade C. Anderson David V Auld Donald R. Horton Thomas B. Montano
1341 Horton Circle 1341 Horton Circle 1341 Horton Circle 1341 Horton Circle
Arlington TX 76011 Arlington TX 76011 Arlington TX 76011 Arlington TX 76011
Chief Operating Officer Chief Financial Officer
Michael J Murray Bill W. Wheat
1341 Horton Circle 1341 Horton Circle
Arlington TX 76011 Arlington TX 76011
Stock
Class: 99 SEE CERT
Shares: 0
Par Value 0
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/1

CERTIFICATE OF ASSISTANT SECRETARY
The undersigned hereby certifies as follows:
1. She is a duly elected,qualified and acting Assistant Secretary of C.Richard Dobson
Builders,Inc.,a Virginia corporation(the "Company"),is familiar with the facts herein certified and
is duly authorized to certify the same.
2. The following is a true,correct and complete copy of resolutions related to the subject
matter as adopted by the Consent of Sole Director of the Company dated January 12, 2015 (the
"Resolutions"). The Resolutions have not been amended, rescinded or modified and remain in full
force and effect as of the date hereof.
Election of Assistant Secretary and NPDES Administrator
RESOLVED,that Ian E.Flannery is hereby elected to the office of Assistant
Secretary of the Company (the "Assistant Secretary") in the Company's Coastal
Carolina Division (the "Division"), to serve until the next annual meeting of
directors of the Company and until his successor is duly elected and qualified or until
his earlier death,resignation or removal.
RESOLVED FURTHER,that the Assistant Secretary is hereby authorized
and empowered, in the Jacksonville, Myrtle Beach and Wilmington areas
(collectively, the "Areas")of the Division and in the name and on behalf of(i) the
Company, (ii) any partnership of which the Company is a general partner, manager
or agent,and(iii)any limited liability company of which the Company is a member,
manager or agent(collectively, the "Entities")to sign, modify and terminate, from
time to time as he deems it to be in the best interest of the Entities, permit
applications, notifications,exemption requests, agreements,reports and documents
related to federal, state or local implementation of National Pollutant Discharge
Elimination System("NPDES")storm water or associated wetlands related matters
for the Areas including,but not limited to,independent contractor and subcontractor
agreements, consultant agreements, Storm Water Pollution Prevention Plans
("SWPPPs"), Notices of Intent("NOIs"), Notices of Termination("NOTs"), plans
and other similar or equivalent agreements or documents for the Areas relating to the
business of the Entities but excluding any enforcement related documents including,
but not limited, to settlement agreements and consent decrees.
IN WITNFSS WHEREOF, the undersigned has set her hand on the 14th day of January,
2015.
u""o,.,,, ,, ...,...
et
CionALLA, 1 ....--- - 4\) 11
BY-
.______________._ Ashley Dagley
Assistant Secretary
U:VTEWAL:1Min'DobsonV5Jan14-COS wpd

8/25/2021 North Carolina Secretary of State Search Results
• 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
Sidbury 758, LLC
Information
ilL:A..0<7' .
Sosld: 2104980
Status: Current-Active O �+ ��
Date Formed: 1/5/2021 BY.
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Fountain,Jennifer N.
Addresses
Mailing Principal Office Reg Office
701 Green Valley Road,Suite 101 701 Green Valley Road,Suite 101 804 Green Valley Road,Suite 200
Greensboro, NC 27408 Greensboro, NC 27408 Greensboro, NC 27408
Reg Mailing
804 Green Valley Road,Suite 200
Greensboro, NC 27408
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Member Manager
Harold M. Kern , Ill Harold M. Kern , Ill Zach Tran
701 Green Valley Road,Suite 101 701 Green Valley Road,Suite 101 701 Green Valley Road,Suite 101
Greensboro NC 27408 Greensboro NC 27408 Greensboro NC 27408
Member
Zach Tran
701 Green Valley Road,Suite 101
Greensboro NC 27408
https://www.sosnc.gov/online_services/search/Business Registration_Results 1/1

4?fr? MCKIM&C1REEI SEP 01 20k ,'
L TER OF TRANSMITTAL
DELIVERED - : - August 31,2021
TO: NCDEMLR PROJECT NO: 04245-0012 TASK NO: 40
127 Cardinal Drive Extension RE: Sidbury Farms,Phase 1-Stormwater
Permit#SW8 200705 Modification-
Wilmington, NC 28405 Additional Documents
ATTENTION: Kellie Norris TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: ® Originals ® Prints ❑Shop Drawings ❑Samples
❑ Specifications ❑ Calculations ❑ Other-
Quantity Drawing No. Rev. Description Status
EXPRESS STORMWATER PERMIT MODIFICATION
2 (Original&Copy) SWU-401 Low Density Supplement G
2 (Original&Copy) Operation and Maintenance Agreement G
2 Revised Plan CT-102 (Sheet 4) G
1 CD Containing Revised Submittal Package Items G
Issue Status Code: A.Preliminary B.Fabrication Only C. For Information D.Bid
E. Construction F.For Review&Comments G.For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend &Resubmit 5. Rejected-See Remarks
REMARKS:
243 NORTH FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
cc: File,McKim& Creed, w/enc
McKIM & CREED, Inc.
Signed '1„--
yan pik r
Senior Designer

v
4?? MCKIM&CREED
LETTER OF TRANSMITTAL
DELIVERED DATE: August 26,2021
TO: NCDEMLR PROJECT NO: 04245-0012 TASK NO: 40
127 Cardinal Drive Extension RE: Sidbury Farms,Phase 1—Stormwater
Permit Transfer
Wilmington, NC 28405
ATTENTION: Kellie Norris TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: N Originals ®Prints ❑Shop Drawings ❑Samples
❑Specifications n Calculations RI Other— Check
Quantity Drawing No. Rev. Description Status
2 SSW Permit Transfer Application G
1 Permit Transfer Fee G
2 Secretary of State Documentation—Sidbury 758,LLC G
2 Secretary of State Documentation—DR Horton G
2 Certificate of Assistant Secretary—DR Horton G
2 SW8 200705 Approved O&M Agreement G
2 Property Deed G
2 Agreement to Record Deed Restrictions G
1 CD Containing PDF's of Aforementioned Documents G
Issue Status Code: A. Preliminary B.Fabrication Only C.For Information D.Bid
E. Construction F. For Review&Comments G.For Approval H.See Remarks
Action Status Code: 1. No Exceptions Taken 2.Make Corrections Noted 3.Other
4.Amend&Resubmit 5.Rejected-See Remarks
REMARKS:
243 NORTH FRONT STREET,WILMINGTON NC 28401 910 343-1048 FAX [phone]
c" File,McKim&Creed,w/enc
McKI & CREED, Inc.
E EIV E
AUG 2 7 2021 Signed L 010-'
Richard A. Moore,PE
r Regional Manager

v MCKINI&CREED
LETTER OF TR SMITTAL
DELIVERED DATE: August 26,2 4F.__ =)
TO: NCDEMLR PROJECT NO: 04245-0012 TASK NO: 40
127 Cardinal Drive Extension RE: Sidbury Farms,Phase 1—Stormwater
Permit#SW8 200705 Modification
Wilmington, NC 28405
ATTENTION: Kellie Norris TRANSMITTAL NO: 1 of 1 PAGE 1 OF 1
WE ARE SENDING: ® Originals ®Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ® Calculations ® Other- Check
Quantity Drawing No. Rev. Description Status
EXPRESS STORMWATER PERMIT MODIFICATION
2 SSW-SWU-101 Application-For Modification G
1 Permit Modification Fee G
2 Stormwater Narrative and Supporting Documentation G
2 Sidbury Farms-Stormwater Plan Set G
1 CD Containing Submittal Package G
Issue_Status Code: A.Preliminary B. Fabrication Only C. For Information D.Bid
E.Construction F. For Review&Comments G. For Approval H.See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3.Other
4.Amend&Resubmit 5.Rejected-See Remarks
REMARKS:
243 NORTH FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
cc: File,McKim&Creed,w/enc
McKIM & CREED, Inc.
rCEiVE1 Signed -V�
AUG 2 7 262i 'chard A.Moore,PE
VI Regional Manager

RE: [External] RE: Sidbury Farms Express Request
Richard (Rick) A. Moore <[e-mail]>
Thu 7/22/2021 2:55 PM
To: Norris,Kellie E <[e-mail]>;[e-mail] <[e-mail]>
Cc: Hall,Christine <[e-mail]>;Weaver,Cameron <[e-mail]>
CAUTION:External email.Do not click links or open attachments unless you verify.Send all suspicious email as an attachment
to Report 5oam.
Kellie-
We wish to pursue the second option listed below. I have now spoken with the co-permittees and current
landowner and they are all in agreement with this approach. Do I need to send you anything else to get this
scheduled? The only thing I can think of is a new request form with John Rudolph listed so that you have an
express request from each of the current co-permittees. I understand that on our express submittal date we will
need to have the modification package as well as the transfer of ownership forms/package,
Thank you for your patience while we worked this out with the parties on our end.
Rick
From:Norris, Kellie E<[e-mail]>
Sent:Wednesday,July 7,2021 12:55 PM
To: Richard(Rick)A. Moore<[e-mail]>; [e-mail]
Cc:Hall,Christine<[e-mail]>;Weaver,Cameron<cameron.weaver@ncdenrgov>
Subject:RE: [External] RE:Sidbury Farms Express Request
Mr.Moore-
A permit can only be modified by the current permittee(s). So there are a few options,one of them being sending
a transfer package into the Regular program(transfers are not done in the Express program.) Once the permit is
transferred, it can then be modified by the new owner,Sidbury 758, LLC.
Another option is to have the current permittee submit the major modification package as the applicant. This
could go to the express program, be modified and then subsequently transferred in the regular program into the
new owners name. If you choose the latter option, please note that both the medication package and the
transfer package must be simultaneously submitted.
Please let me know if you have any further questions.
From:Richard(Rick)A. Moore<RAMoorefa)mckimcreed.com>
Sent: Friday,July 2, 2021 10:55 AM
To: Norris, Kellie E<kellie.norri&Pncdenr.gg>; [e-mail]
Cc:Hall,Christine<Christine.Halipncdenr.gov>;Weaver,Cameron<cameron.weaverOncdenrgov>
Subject:[External] RE:Sidbury Farms Express Request

CAUTION:External email.Do not click links or open attachments unless you verify.Send all suspicious email as an
attachment to Report Spam.
Kellie-
Sorry for the delay-I have been in Raleigh in corporate meetings the last 2 days. Based on the below, I believe
modification to the existing permit is the best option-I didn't know we could still make hybrid permits with a low
density portion in them. While NHC still shows RMP Sidbury,LLC and the landowner,the current landowner is
Sidbury 758,LLC. I can provide documentation to this affect. I believe this also means I need to include a change
of ownership form for the overall permit to be transferred to Sidbury 758, LLC. I will have both RMP Sidbury, LLC
and D.R. Horton sign the transfer form as well as Sidbury 758, LLC.
Sound good?
Thank you for your help!
Rick
From:Norris, Kellie E<kellie,norristancdenrgov>
Sent:Tuesday,June 29,2021 3:41 PM
To:Richard (Rick)A. Moore<[e-mail]>; LSheltont DRHorton.com
Cc: Hall,Christine<Christine.Hali Wncdenr.ggy>;Weaver,Cameron<camerQrLweaverja ncdenr.ggv,>
Subject:Sidbury Farms Express Request
Mr. Moore-
lam currently reviewing the express request for Sidbury Farm Road improvements. Typically,in this situation, it is
preferred that instead of a new permit,the current permit for Sidbury Farms,SW8 200705,would be modified.
The current permittees on this permit are DR Horton Inc.and RMP Sidbury Road LLC. Is Sidbury Road LLC still the
current owner? If so,both permittees would need to be represented on the application and signatures from both
would be required. This would be classified as a major modification and a low density section would be added to
the current high density permit. If you wish to proceed this way, please provide an updated express request form
and narrative.
Thank you-
Kc.Wz. 6e#k Rl o-rrbs., E►T
Environmental Engineer
NC Division of Energy,Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Phone: [phone]
C17 .,,,)�
nrprrtegiy e ,a� r

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be disclosed to third parties.
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For DEQ Use ONLY, 1
Reviewer. _fS V
North Carolina Department of Environmental Quality submit: �J' i 2172+
Request for Express Permit Review A
Time: I d M
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
Asheville Region Alison Davidson 828-296-4698;alison.davidson(alncdenr.aov Provided Existing e related to this Projectctmits
•
• Fayetteville and Raleigh Regions-David Lee 919-7914204;david.leetencdenr.aov
• Mooresville and Winston-Salem Regions-Paul Williams 336-776-9631;paul.e.wil/iams(ancdenrsrov S'll$ 2e0106
• Washington Region-Lyn Hardison 252-948-3842 or lvn.hardison(ncdenr.aov SW—
• Wilmington Region-Cameron Weaver 910-796-7265 or cameron.weaverdtncdenr aov SW
NPDES
NOTE:Project application received after 12 noon will be stamped in the following work day. NPDES
WQ
Project Name• itSi.Ti*f FARMS County:NEW HANOVER WQ
Applicant:LIBBY SHELTON Company:D.R.HORTON,INC."rld VHF Sid u.ry F, U_C. E&S
W Address:131 RACINE DRIVE,SUITE 201 City:WILMINGTON,State:NC Zip:28403- E&S
and �'oh� ty p Other
1jwld Atoll Phone:[phone],Fax:__ ,Email:[e-mail]
Physibal Location:MURRAYVILLE,NC-MAIN DEVELOPMENT ENTRANCE OFF SIDBURY ROAD
Project Drains into PRINCE GEORGE CREEK waters-Water classification C;SW(DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N within%mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters?N ����E
Engineer/Consultant:RICHARD MOORE,PE Company:MCKIM AND CREED,INC
Address:243 NORTH FRONT STREET City:WILMINGTON,State:NC Zip:28401-
Phone:[phone],Fax:[phone].Email:[e-mail] A MAY 2 7 2021 I)
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$ # JOBS BY:
SECTION ONE: REQUESTING A SLOPING MEETING ONLY r
❑Scoping Meeting ONLY ❑DWR, ❑DCM,❑DEMLR,❑OTHER: teak.
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING G/-1 /21J2..
1
❑401 Unit ❑Stream Origin Determination: #of stream calls-Please attach TOPO map marking the areas in question .--- /�
❑ Intermittent/Perennial Determination:_#of—stream calls-Please attach TOPO map marking the areas in questions r Ja,�r v
❑401 Water Quality Certification ❑Isolated Wetland( linear ft or_acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑Major General Variance
El State Stormwaterj ❑General ❑SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, D Clear&Grub, ❑Utility ❑Other
x®Low Dentql ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
❑High Density-Detention Pond _#Treatment Systems ❑High Density Infiltration _#Treatment Systems
El High Density-Bio-Retention _#Treatment Systems ❑High Density-SW Wetlands _#Treatment Systems
❑High Density-Other ___.#Treatment Systems/®MOD:N Major El Minor❑Plan Revision❑Redev.Exclusion SW (Provide permit#)
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
_
❑Upland Development ❑Marina Development ❑Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# &Amt. (for DEQ use))
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both sccoinq and express meeting request)
Wetlands on Site❑Yes®No Buffer Impacts:®No❑YES: _acre(s)
Wetlands Delineation has been completed:®Yes❑No Isolated wetland on Property❑Yes®No
US ACOE Approval of Delineation completed: ❑Yes Z No 404 Application in Process w/US ACOE: ❑Yes ® No Permit
Received from US ACOE❑Yes Z No
For DEQ use only
I. Fee Split for multiple permits:(Check# t _ Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Mai;❑Min) $
SW(❑HD,❑LD,El Gen) $ 401: $
LQS $ Stream Deter $ �——
NCDEQ EXPRESS June 2019

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4 ..

Design Narrative
I. Existing Site
The project is located in New Hanover County,1.80 miles North East of the intersection of Blue
Clay Road(SR 1318) and Sidbury Road(SR 1336).The proposed 314.3 acre development, known
as Sidbury Farms is a performance residential subdivision with a total of 655 single family
homes (258 in Phase 1, 163 in Phase 2 and 234 in Phase 3) and 103 townhomes (59 in Phase 2 and
44 in Phase 3).
Sidbury Road (SR 1336)has a 100-foot Right of Way with two 12-foot travel lanes,minimal
paved shoulders and existing roadside ditches that vary in base width and depth.The roadside
ditches are heavily overgrown with vegetation and drain towards Prince George Creek.A copy
of the USGS quadrangle map is attached indicating project vicinity and general drainage
patterns in the area.
The project site is in the Cape Fear River Basin. According to the latest surface water
classifications published by NCDEQ,Prince George Creek is classified as C;Sw. Prince George
Creek Drains to the North East Cape Fear River(B;Sw,Index-No. 18-74-(47.5)) as illustrated on
the attached USGS Topo Map. The site does not drain to ORW designated waters,is not within
lfz-mile of and draining to SA classified waters and is not within 1-mile and draining to HWQ
designated waters.
II.Proposed Improvements
The proposed improvements for this project are provide primary and emergency access to the
proposed development from Sidbury Road(SR1336).Through previous coordination with the
NCDOT District 3 Office on the TIA prepared for project, the developer is required to establish
a right in/right out driveway at Site access #1 and a symmetrical widening of Sidbury Road
(SR1336)to establish left and right turn lanes into the proposed development at Site Access#2.
To avoid future lengthening of these improvements,they are being built to the dimensions
required for full build-out of the development.The proposed roadway within the right of way
is a shoulder section and will follow existing drainage patterns in the roadside swales.
Runoff from Sidbury Road and adjacent properties will be conveyed and treated through
roadside swales designed to meet the Minimum Design Criteria as outlined in the NCDEQ
Stormwater BM)Manual. The developer has obtained all local and state permits to allow
onsite development of the Property and the location of the driveways are in accordance with
the locations approved in the TIA for this project and by the County of New Hanover.
The table below provides a break down on the proposed and existing BUA for the project area.

Description Impervious Areas
443,200 SF
(10.17 acres)
•
Site Access 1 5,931 SF
Site Access 2 12,172 SF
• Site Access 3 5,931 SF
Existing Impervious 118,087 SF
Total Proposed Impervious Area 18,103 SF
(Site Access I and 2 only) (0.42 acres)
Percent Impervious 3.80%
(Site Access 1 and 2)
Percent Impervious 5.04%
(Site Access 1 and 2 and 3)
Total Percent Impervious 29.8%
(Existing+Proposed)
iii
*Only Site Access 1 and 2 are proposed at this time.

ill'' U.S.�PARTAIENT OF THE INTERIOR pryly SCOTTS HILL M AUgANGLE
U$wirairoanalpmm U.S.OEOLOOICAL SIANlY .114 US Topo KORTH CAROLINA
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ATTACHMENT A - USGS QUAD MAP

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ATTACHMENT B - OFF-SITE ROADWAY IMPROVEMENTS
SITE PLAN

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waiu1SW.mcewwvuvv..nao.uirem a.vuarwmOmearnr:e.x.mrnesenr.i

ATTACHMENT C- SIDBURY OVERALL SITE PLAN

Weaver, Cameron
From: Ryan Spiker <[e-mail]>
Sent: Thursday, May 27, 2021 9:05 AM
To: Weaver, Cameron
Cc: Richard (Rick) A. Moore
Subject [External] Express Submittal Request- Sidbury Farms Off-Site Roadway Improvements
Attachments: 2021.05.27_SW Narrative and Docs_Sidbury Road.pdf; REQUEST FOR EXPRESS form
FI NAL.pdf
CAUTION: External email.Do not click links or open attachments unless you verify.send all suspicious email as an attachment to
Rz pail Sppm:
Cameron-
Please find attached an Express Stormwater Submittal request for proposed Sidbury Farms Off-Site Roadway
Improvements in New Hanover County.
We are designing this system to meet the current stormwater rules as a new system.The system will utilize Treatment
Swales and be Low Density.
Thanks for your help!
Ryan Spiker I Senior Designer
r 910.343.1048
243 North Front Street, Wilmington, NC 28401
rspiker@ mckimcreed.com I www.mckimcreed.com
Voted "Best Firm To Work For" - Zweig Group
I
Disclaimer
This e-mail and any files transmitted with it are confidential and intended solely for the -Ise of the individual or entity to whom they
are addressed. If you have received this e-mail in error please notify the system manager. Please note that any views or opinions
presented in this e-mail are solely those of the author and do not necessarily represent those of the company. Finally, the recipient
should check this e-mail and any attachments for the presence of virLses. Tho company accapts no liability for any damage caused
by any virus transmitted by this e-mail.
1