SW8190508_Current Permit_20190521

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ROY COOPER •t
Governor 5 r
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MICHAEL S.REGAN MA 11 II"Secretary QuAN
S.DANIEL SMITH NORTH CAROLINA
Interim Director Environmental Quality
May 21,2019
B &M Developers, LLC
Attn: Elijah T. Morton Sr.,Member
121 Garnet Lane
Jacksonville,NC 28546
Subject: State Stormwater Management Permit No. SW8 190508
Peletier Shores
Low Density Subdivision Project
Dear Mr. Morton:
The Wilmington Regional Office received a complete, State Stormwater Management Permit Application for
the subject project on May 20,2019. Staff review of the plans and specifications has determined that the
project, as proposed,will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000
effective January 1, 2017. We are forwarding Permit No. SW8 190508 dated May 21,2019, for the
construction, operation and maintenance of the stormwater control measures(SCMs),built-upon areas, as well
as the stormwater collection system and/or vegetated conveyance system associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions
and limitations as specified therein, and does not supersede any other agency permit that may be required.
Please pay special attention to the permit conditions regarding the limitation of built-upon area,modification
of the project,the operation and maintenance of the vegetated conveyance system,and the procedures for
changing ownership of and/or transferring the permit. Please also pay attention to the permit conditions that
requires the recordation of deed restrictions and protective covenants, easements, and the maintenance
agreement, which must all be provided along with certification upon completion of the project.Failure to
comply with these requirements will result in future compliance problems.
If any parts,requirements, or limitations contained in this permit are unacceptable,you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed
with the OAH within thirty(30) days of receipt of this permit. You should contact the OAH with all questions
regarding the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service
Center,Raleigh,NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions,or need additional information concerning this matter,please contact Garrett Zorda
in the Wilmington Regional Office, at(910) 796-7215 or via email at [e-mail].
Sincerely,
e1
C- L-1/ 5'1.-11/4-L'-4-- t "D)'--c'ki-
.. S.Daniel Smith, Interim Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Certification Forms
Attachment B—Built-Upon Area Allocation
Application Documents
GDS/gdz: \\\Stormwater\Permits&Projects120191190508 LD\2019 05 permit 190508
cc: Jonathan L.McDaniel,PE,Bell and Phillips
Carteret County Building Inspections
Carteret County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
..;`s c .*..-A
North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
` , Wilmington Regional Office 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NORTH CAROIJNA
Deparbnontot 6,Ararnim Wally 910.796.7215

State Stormwater Management
Permit No. SW8 190508
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
B & M Developers, LLC
Peletier Shores
West Firetower Rd., Peletier, Carteret County
FOR THE
construction, operation and maintenance of a 12% low density subdivision project discharging to
Class SA-HQW in compliance with the provisions of Title 15A NCAC 2H .1000 effective January 1,
2017 (the "stormwater rules") and the approved stormwater management plans, application,
supplement(s), specifications, and other supporting data (the "approved plans and specifications") as
attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the
"Division" or"DEMLR") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the management of stormwater described in the
approved plans and specifications. The overall percent of built-upon area (BUA) permitted for
the project must not exceed 12% per the requirements of the stormwater rules. This permit
covers the construction of a total of 413,942 square feet of BUA, which includes 408,617 square
feet of proposed BUA, 5,000 square feet of future BUA allocation and 325 square feet of existing
BUA.
2. Each of the 88 lots are limited to a maximum amount of built-upon area as indicated in
Attachment B of this permit and as indicated in the approved plans and specifications.
3. Where a project or lot is located within CAMA's Area of Environmental Concern (AEC), the
Division of Coastal Management (DCM) may calculate a different maximum built-upon area
based on CAMA regulations. The more restrictive BUA limit of DCM or DEMLR will apply to the
project.
4. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures, from the
top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters,
perpendicular to the shoreline in accordance with the stormwater rules and the approved plans
and specifications. All stormwater runoff, including roof drains, shall be released as dispersed
flow no closer than at the edge of the vegetated setback. At no time shall stormwater runoff be
piped into or through the 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:
a. Water dependent structures; and
b. Minimal footprint uses such as poles, signs, utility appurtenances, and security lights that
cannot practically be located elsewhere.
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State Stormwater Management
Permit No. SW8 190508
5. , This project has maximized dispersed flow of stormwater runoff through vegetated areas and
minimized the channelization of flow. Stormwater runoff that could not be released as dispersed
flow may be transported by vegetated conveyances with minimum side slopes of 3:1 (H:V)
designed to not erode during the peak flow from the 10-year storm event as defined in the
stormwater rules and approved by the Division.
6. No piping shall be allowed except those minimum amounts necessary to direct stormwater
runoff beneath a BUA such as a road or driveway when it cannot be avoided.
7. The peak flow from the 10-year storm event shall not cause erosion downslope of the
stormwater outlet discharge point.
II. SCHEDULE OF COMPLIANCE
1. The project shall be constructed, operated and maintained in accordance with the conditions of
this permit and the approved plans and specifications.
2. Vegetated areas and vegetated conveyances shall be entirely constructed, vegetated, and
operational prior to the construction of any individual lot development, per the approved plans
and specifications.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the on-site
stormwater system will be repaired immediately.
4. All vegetated conveyance systems, stormwater collection systems, and/or maintenance
accesses must be located in public rights-of-way, dedicated common areas that extend to the
nearest public right-of-way, and/or permanent recorded easements that extend to the nearest
public right-of-way for the purpose of inspection, operation, maintenance, and repair.
5. The permittee shall provide and perform the operation and maintenance necessary, as listed in
the signed Operation and Maintenance Agreement titled Swale System Maintenance
Requirements, a part of the Low Density Supplement, to assure that the permitted vegetated
conveyance system functions at the approved design condition. The approved Operation and
Maintenance Agreement is incorporated by reference into this permit and must be followed in its
entirety and maintenance must occur at the scheduled intervals.
6. The operation and maintenance agreement must be recorded with the Office of the Register of
Deeds.
7. Records of maintenance activities must be kept and made available upon request to authorized
personnel of the Division. The records will indicate the date, activity, name of person performing
the work and what actions were taken.
8. The final plats for the project must be recorded with the Office of the Register of Deeds prior to
the sale of lots. The recorded plat must reference the Operation and Maintenance Agreement
and must also show all public rights-of-way, dedicated common areas, and/or permanent
drainage easements, in accordance with the approved plans.
9. Recorded deed restrictions and protective covenants must be recorded with the Office of the
Register of Deeds, will be incorporated into this permit by reference, and include, at a minimum,
the following statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 190508, as issued by the Division of Energy, Mineral
and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
c. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division.
f. The maximum built-upon area per lot is as shown in Attachment B. This allotted amount
includes any built-upon area constructed within the lot property boundaries, and that
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State Stormwater Management
Permit No. SW8 190508
portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area has the same meaning as G.S. 143-214.7, as amended.
g. For those lots within the CAMA Area of Environmental Concern, where DCM calculates a
different maximum lot built-upon area, the governing maximum lot BUA shall be the more
restrictive of the two amounts.
h. Built-upon area in excess of the permitted amount will require a permit modification to
ensure compliance with the permit and stormwater rules.
i. Filling in, piping or altering any vegetated conveyances (ditches, swales, etc.) associated
with the development, except for average driveway crossings, is prohibited by any
persons.
j. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures,
from the top of bank of each side of streams or rivers, and from the mean high waterline of
tidal waters, perpendicular to the shoreline.
k. All roof drains shall be released as dispersed flow no closer than at the edge of the 50-foot
vegetated setback. At no time shall stormwater runoff be piped into or through the setback.
I. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the Stormwater Rules is subject to enforcement
procedures as set forth in NCGS 143, Article 21.
10. For the entire project, the deed restrictions and protective covenants outlined in Section II. 9 of
this permit must be recorded with the Office of the Register of Deeds prior to the sale of
individual lots or groups of lots.
11. For each lot,the permittee shall record deed restrictions and protective covenants prior to the
issuance of a certificate of occupancy to ensure the permit conditions and the approved plans
and specifications are maintained in perpetuity.
12. The maximum built-upon area assigned to each lot via this permit and the recorded deed
restrictions and protective covenants may not be increased or decreased by either the
individual lot owner or the permittee unless and until the permittee notifies the Division
and obtains written approval from the Division.
13. The permittee shall review each lot for new construction and all subsequent modifications and
additions to ensure compliance with the conditions of the permit and the approved plans and
specifications. The plans reviewed must include all proposed built-upon area, grading, and
driveway pipe placement. The permittee shall not approve any lot plans where the maximum
allowed built-upon area has been exceeded, or where modifications to the grading or to the
storm drainage system are proposed unless and until a permit modification has been approved
by the Division. The permittee may establish an Architectural Review Board (ARB) or Committee
(ARC) to conduct these reviews. However, any approval given by the ARB or ARC on behalf of
the permittee does not relieve the permittee of the responsibility to maintain compliance with the
conditions of the permit and the approved plans and specifications.
14. The permittee is responsible for verifying that the proposed built-upon area on each individual lot
and for the entire project does not exceed the maximum amount allowed by this permit. The
permittee shall routinely monitor the lots for compliance with permit, the approved plans and
specifications, and the recorded deed restrictions and protective covenants. The permittee shall
notify any lot owner that is found to be in noncompliance with the conditions of this permit in
writing, and shall require timely resolution.
15. Upon completion of the project, the permittee shall determine whether or not the project is in
compliance with the permitted plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the permitted plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and protective
covenants; and
iv. A copy of the recorded plat delineating the public rights-of-way, dedicated
common areas and/or permanent recorded easements, when applicable.
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State Stormwater Management
Permit No. SW8 190508
b. If the permittee determines that the project is not in compliance with the permitted plans,
the permittee shall submit an application to modify the permit within 30 days of completion
of the project or provide a plan of action, with a timeline, to bring the site into compliance.
16. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications, except for minimum driveway crossings. 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
stormwater control measures, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading or resizing of any
component of the approved stormwater control measure, stormwater collection system
and/or vegetative conveyance system shown on the approved plan, except for minimum
driveway crossings within the low density area.
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.
17. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee
shall submit a written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of modified plans and certification in writing to
the Director that the changes have been made.
18. Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on-site
stormwater system complies with the permit conditions. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as required
by any statutes, rules, regulations, or ordinances, which may be imposed by any other Local,
State or Federal government agency having jurisdiction. Any activities undertaken at this site
that cause a water quality violation or undertaken prior to receipt of the necessary permits or
approvals to do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
3. In the event that the project fails to meet the requirements of a low density project, the permittee
shall take immediate corrective actions. This includes actions required by this Division and the
stormwater rules such as the construction of an additional or replacement vegetated
conveyance system and/or stormwater control measures. These additional or replacement
measures shall receive a permit from the Division prior to construction.
4. Permit Transfer: This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed "Permit Transfer
Application Form" (available on the Division website) accompanied by the required fee and
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State Stormwater Management
Permit No. SW8 190508
supporting documentation as listed on the form, to the Division at least 60 days prior to any one
or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. The assignment or conveyance of declarant rights to another individual or entity;
c. 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);
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08;
e. Bankruptcy;
f. Foreclosure, subject to the requirements of Session Law 2013-121;
5. Current Permittee Name or Address Changes: The permittee shall submit a completed "Permit
Information Update Application Form" (available on the Division website) 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;
6. The permittee is responsible for compliance with all terms and conditions of this permit until the
Division approves the transfer request. Neither the sale of the project, in whole or in part, nor the
conveyance of common area to a third party constitutes an approved transfer of the permit.
7. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, or rescission; however, these actions do not stay any
permit conditions.
9. Approved plans, application documents, supplements, calculations, operation and maintenance
agreement, and specifications for this project are incorporated by reference and are enforceable
parts of the permit. A copy of this permit, application, supplements, operation and maintenance
agreement, and approved plans and specifications shall be maintained on file by the permittee.
10. Unless specified elsewhere, permanent seeding requirements for the on-site stormwater system
must follow the guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
11. 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.
Permit issued this the 21st day of May 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. Daniel mi�erim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 190508
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State Stormwater Management
Permit No. SW8 190508
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 Low Density Projects
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 190508
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
a Notary Public in the State of
County of rI hereby certify that
personally appeared before me this c
20
and acknowledge the due execution of this as-built certification. (SEAL)
Witness my hand and official seal
My commission expires
Permittee's Certification NCAC .1042(4) Completed/ ; N/A
Provided
A. DEED RESTRICTIONS I 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
I p. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that r
Y or N
have an SCM include the following:
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 prior approval.E. OPERATION 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
appears in the chain of title. Y or N
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State Stormwater Management
Permit No. SW8 190508
F. OPERATION AND MAINTENANCE PLAN —maintenance records are
being kept in a known set location for each SCM and are available for Y or N
review.
G. DESIGNER'S CERTIFICATION FORM —has been provided to the Y or N
Division
Note1-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 7

State Stormwater Management
Permit No. SW8 190508
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 la+
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultants Email address:
O 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.
•
I Consultant's Certification NCAC _1003((3) &General MDC CAs-built OWE N/A
.10b0
A. TREATMENT REQUIREMENTS1. 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 I 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
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State Stormwater Management
Permit No. SW8 190508
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.
4. BUA that does not meet the requirements of NCGS 143- i Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
a. Publicly funded linear projects (road, greenway
sidewalk)
b. Water-dependent structures •
•
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
•As-built 'z MIT NIA
C. STORMWATER OUTLETS-the outlet handles the peak
flow from the 10 year storm with no downslope erosion. I Y or N
D. VARIATIONS
1. A variation (alternative) from the stormwater rule -- - -
- - -- - _
provisions has been implemented. I Y or N
2. The variation provides equal or better stormwater control Y or N
and equal or better protection of surface waters. _
E. COMPLIANCE WITH OTHER REGULATORY PROGRAMS Y or N
has been met-
F. SIZING-the volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle the required Y or N
storm depth.
G. CONTAMINATED SOILS-infiltrating SCM's are not Y or N
located in or on areas with contaminated soils.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1 V. i 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
supporting documents for soils and ve etation
I. EROSION PROTECTION
1. The inlets do not cause erosion in the SCM. ! Y or N
2. The outlet does not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCESS FLOWS -An overflow/bypass has been Y or N --^----�
provided...
K. DEWATERING-A method to drawdown standing water has Y or N
been provided to facilitate maintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION-the SCM has been Y or N
cleaned out and converted to its approved design state. j
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.
1441. DESIGNER QUALIFICATIONS (FAST TRACK PERMIT)- - - -The designer is licensed under Chapters 89A, 89C, 89E, or Y or N
89F of the General Statutes. —�
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"NYE",
below. Attach additional pages as needed:
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State Stormwater Management
Permit No. SW8 190508
AS-BUILT DESIGNER'S CERTIFICATION FOR LOW DENSITY PROJECTS
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 low density 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.1003 and is
consistent 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 or phase?
_ 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 project are provided.
Printed Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL
City/State/ZIP
Phone Number
Consultant's Email Address:
O Circle N if the as-built value differs from the Plan/Permit. If N is circled, provide an explanation on
page 2.
OO N/E = not evaluated (provide explanation on pane 2) 3N/A = not applicable to this_project/plan.
Consultants Certification (MDC .1003) TAs-built TN/E 3N/A
A. Project Density and Built-Upon Area _
1. The project has areas of high density based on natural
drainage area boundaries, variations in land use or Y or N
construction phasing.
2. The project's built-upon area does not exceed the Y or N
maximum limit specified in the permit.
B. Dispersed Flow—the project maximizes dispersed flow Y or N I
through vegetated areas and minimizes channelized flow.
` C. Vegetated Conveyances — —
1. Stormwater that is not released as dispersed flow is Y or N
transported by vegetated conveyances. I I
2. The project has a minimal amount of non-vegetated Y or N
conveyances to reduce erosion.
3. Other than minimal piping under driveways and roads, no
piping has been added beyond what is shown on the Y or N
approved plans.
4. Side slopes are no steeper than 31-1:10/. I Y or N
Page 5 of 7

State Stormwater Management
Permit No. SW8 190508
5. The conveyance does not erode in response to the peak iY or N
flow from the 10 year storm.
D. Curb outlet systems -the project uses curb & gutter with
outlets to grassed swales or vegetated areas that meet the I Y or N
following criteria:
1. The swale or vegetated area can carry the peak flow from Y or N
the 10 storm at a non-erosive velocity.
2. The longitudinal slope of the swale or vegetated areas
does not exceed 5%. Y or N
3. The swale has a trapezoidal cross-section and a minimum Y or N
bottom width of two feet.
4. The minimum length of the swale or vegetated area is 100 Y or N
feet.
5. Side slopes are no steeper than 3H:1V. Y or N
6. The project utilizes treatment swales designed per Section Y or N
.1061 in lieu of the curb outlet system requirements.
r OAs-built _N/E 3N/A
E. Vegetated Setbacks
1. The width of the vegetated setback is 50'. ! Y or N
2. The width of the vegetated setback has been measured f
from the normal pool of impounded waters, the MHW line of i
tidal waters, or the top of bank of each side of rivers or Y or N
streams. ,
3. The vegetated setback is maintained in grass or other I j
vegetation. I Y or N
4. BUA that meets the requirements of NCGS 143- Y or N
214.7(b2)(2) is located in the setback.
5. BUA that does NOT meet the requirements of NCGS 143-
214.7(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road, greenway, or
sidewalk) i Y or N
b. Water dependent structures
c. Minimal footprint uses such as poles, signs, utility
appurtenances, and security lights.
6. The amount of BUA within the setback is minimized and Y or N
channeling of the runoff from the BUA has been avoided. j
7. Stormwater is not discharged (via swale or pipe) through a
vegetated setback. Stormwater is released at the edge of i
the setback and allowed to flow through the setback as Y or N
dispersed flow.
Outlets—stormwater outlets do not cause erosion downslope I !
of the discharge point during the peak flow from the 10 year Y or N
storm.
G. Variations—the project has variations from the MDC that Y or N
were not previously approved. (Modification may be required)
H. Deed restrictions (if required)—are recorded and ensure
that the project and the BUA will be maintained in perpetuity Y or N
consistent with the permit, approved plans and specifications.
i L For Subdivisions Only(Residential or Commercial) • •
1. The number of platted lots is consistent with the approved
plans. Y or N
2. The project area is consistent with the approved plans. Y or N
3. The layout of the lots and streets is consistent with the Y or N
approved plan.
4. The width / radius of streets, paved accesses, cul-de-sacs Y or N
and sidewalks is consistent with the approved plan.
5. No piping, other than those minimum amounts needed Y or N
under a driveway or under a road, has been added.
6. The lot grading, road grading, vegetated conveyances,
piping, inverts, and elevations are consistent with the Y or N ! i
approved plans.
Page 6 of 7

State Stormwater Management
Permit No. SW8 190508
PGovide an explanation for every MDC that was not met, or for every deviation from the permitted
condition below:
Page 7 of 7

State Stormwater Management
Permit No. SW8 190508
Attachment B
BUA Lot Allocations
Peletier Shores
Permit No. SW8 190508
Lot# Max BUA,sf I Lot# Max BUA, sf Lot# Max BUA, sf i Lot# ' Max BUA, sf
1 3,000 26 ' 2,900 ! 51 3,000 76 3,000
2 3,400 i 27 2,900 i 52 3,000 I 77 3,000
3 3,400 i 28 1 2,900 53 3,000 j 78 3,000
4 3,400 29 2,900 54 ! 3,000 79 3,000
5 3,075 1 30 2,900 I 55 3,000 80 I 3,000
6 3,400 31 ' 3,000 56 j 3,000 I 81 I 3,000
7 ! 3,400 1 32 ; 3,000 1 57 1 3,000 82 I 3,000
8 1 3,400 33 3,000 58 2,900 1 83 3,400
9 3,000 34 3,400 59 2,900 84 j 3,400
10 3,000 , 35 I 3,200 60 2,900 i 85 i 3,400
11 % 3,000 36 3,200 61 2,900 86 3,400
12 3,000 37 3,200 62 i 2,900 87 I 3,400
13 3,000 I 38 3,200 63 2,900 88 3,400
14 3,000 39 3,200 64 1 2,900
15 3,000 40 3,200 65 2,900
16 i 2,900 41 3,200 66 2,900
17 I 2,900 I 42 I 3,400 67 2,900
18 2,900 43 i 3,353 68 2,900
19 2,900 44 3,000 � 69 2,900
20 2,900 45 I 3,000 70 2,900
21 ! 2,900 46 1 3,000 71 3,000
22 2,900 j 47 1 3,000 72 3,000
23 2,900 48 3,000 I 73 3,000
24 2,900 49 3,000 74 3,000
1 25 1 2,900 50 3,000 75 3,000
Page 1 of 1

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.o

DEMLR USE ONLY
. D to eceived Fee Paid Permit Number
5 15 n t39111 a000 - $w8 [Roso
Applicable R e : ❑Coastal SW-1995 ❑Coastal SW-2008 ❑Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
0 Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources ME I VE
0
Division of Energy,Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FO AY 1 5 2015
This form may be photocopied for use as an original BY:
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.):
Peletier Shores
2. Location of Project(street address):
Parcel ID 537603402722000-Fronts West Firetower Road(82.45 acres)
City:Peletier County: Carteret Zip: 28584
3. Directions to project(from nearest major intersection):
From the intersection of NC Hwy 24 and NC Hwy 58 in Cape Carteret,head north on NC Hwy 58,towards
Peletier.Take a left on Peletier Loop Rd.and another left at W.Firetower Rd.The project site is on your left.
4. Latitude:34 °43'34.9"N Longitude:77°05'17.0"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): .New. ❑Modification ❑.Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date(if known) ,and the status of
construction: ❑Not Started DPartially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project(check one):
I Low Density ['High Density ['Drains to an Offsite Stormwater System DOther
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
®LAMA Major ®Sedimentation/Erosion Control:50.3 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? RINo ❑Yes
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct 31,2013 Page 1 of 6

CONTACT INFORMATION
' 1.a.Print Applicant/ Signing Official's name and title(specifically the deve ujer,property owner,lessee,
designated government official,individual,etc.who owns the p:u:ect :
Applicant/Organization: B&M Developers,LLC
Signing Official&Title: Elijah T.Morton Sr.,Registered Agent
b.Contact information for person listed in item la above: 20 Si
Street Address:121 Garnet Lane
City:Jacksonville State:NC Zip:28546
Mailing Address(if applicable):121 Garnet Lane
City:iacksonviile State:NC Zip:28546
Phone: (910 ) 346-9068 Fa.: (
Email: [e-mail]
c.Please check the appropriate box.The applicant listed above is:
►y1 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 bcicw)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Informtbn,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 ou•ns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
S.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):_,,
City: State: Zip:
Phone: ( ) Fax: (
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Jennifer Morton
Signing Official&Title: Construction Supervisor
b.Contact information for person listed in item 3a above:
.Mailing Address: 121 Garnet Lane
City: Jacksonville State: NC Zip: 28546
Phone: (910 ) 346-9068 Fax: ( )
Email: jenniferm'mortontrucking.com
4. Local jurisdiction for building permits: Peletier(Carteret County) �_—
Point of Contact: Phone#: ( )
rorm SW U-10I Version Oct.3 1,2013 Page 2 of 6

IV. PROJECT INFORMATION
' '. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater treatment provided under low density requirements for''SA Water that:is SA-HOW"with
less than 12%impervious area.Most of the streets are being located along the ridges wiThout roadside ditches
to promote dispersed flow.
2.a.If claiming vested rights,j.dentify the supporting documents provided and the date they were_,aprovcd:
0 Approval of a Site Specific Development Plan or PUD Approval Date:
0 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 White Oak River basin.
4. Total Property Area: 82.45 acres 5. Total Coastal Wetlands Area:3.26 __acres
6. Total Surface Water Area: acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Thtal:'reject
Area*: 79.19 acres
Total project urea shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of;;treazns and rivers, the area below the Normal High Water(WHIM line or Mean High Water
(MHW)line,and coastal wetlands Iandward from the NHW(orMHYV)line. The resultant project area zs used to
calculate overall percent built upon area(BUA). Non-coastal wetlands land-ward of the NHI'J(or MHV)line;nay
be included in the total project area.
S. Project percent of impervious area:(Total Impervious Area/Total Project Area)X 100 = 12 %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stornzwater 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 art additional sheet with the information for each area
provided in the same format as below.
Basin Information • Drainage Area 1 Drainage Area_ Drainage Area_!Drainage Area_
Receiving Stream Name Starkey Creek&
Mullet Gut e •• ,
Stream Class * SA;HQW i
Stream Index Number* _ 70-32 MAY 2 0 2019
Total Drainage Area(sf) 3,449,516
On-site Drainage Area(sf) 3,449,457 _Off-site Drainage Area(sf) 0
Proposed Impervious Area-*(sf) 413,942
%Impervious Area"(total) 12
Impervious''"Surface Area - Drainage Area 1 - Drainage Area_ Drainage Area_I Drainage Area_
On-site Buildings/Lots(sf) 268,628
On-site Streets (sf) 122,138
On-site Parking (sf) 17,751
On-site Sidewalks (sf)
Other on-site (sf) 100
Future(sf) 5,000
Off-site (sf)
Existing BUA*"*(sf) 325
Total (sf): 413,942
•
* Stream Class and Index Number can be determined at:
Form SWU-101 Version Oct.31,2013 Page 3 of 6

** 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.
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 15,4 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 indudes 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 tie 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.
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 tizls
''1
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an EE ress review,refer to 96
141
http://www.envhelp.org/pages/onestopexpress.html for information on express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/managementfor 90411
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 '
141
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/z
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: tkfriAl
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale. Ot
g. Revision number and dates. iVe
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MEW or NHW line of tid A �7 INS
waters,and any coastal wetlands landward of the MHW or NHW lines.
e Delineate the vegetated buffer landward from the normal pool elevation of impounde
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
Form SWU-101 Version Oct.31,2013 Page 4 of 6

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 "/A
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"xli"copy of the MRCS 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: 1634 Page No: 368 U-
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 docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer: Jonathan L.McDaniel,PE
Consulting Firm: Bell and Phillips
Mailing Address: 604-E Cedar Point Blvd.
City: Cedar Point State: NC Zip: 28584
Phone: (252 ) 393-6101 Fax: ( )
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION Of Contact Information,item 2 has been filled out, complete this
section)
I,(print or type name of person listed in Contact Information,item 2a) ,certify that I
own the property identified in this permit application,and thus give permission to (print or type name of person
listed in Contact Information,item la)_ with(print or type name of organization listed in
Contact Information,item la) to develop the project as currently �,
the lease agreement or pending property sales contract has been provided with the submi I r` r
party responsible for the operation and maintenance of the stormwater system. MAY 15 203
Form SWU-101 Version Oct.31,2013 Page 5 of 6 BY:

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action includin e assessment)11 of evil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: 2 Date: 5 Il31) g
I, S*03.c, a • X ,a Notary Public for the State of 1� ,County of
On,S\tTv. ,do hereby certify that `4 j owl \ ',.c i Y l personally appeared
before me this day of cs.—\ , a 611,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
1
0 4
04'
... -A SEAL
NOTARY s'
so PUBLIC v5
`csid• V ' My commission expires \1 ice) a 3
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X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information,item la)Elijah T.Morton Sr. ,
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 storm r rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: 0Alb — Date: 5113) \ q
I, SA--C1Cs.1 , \W- ,a Notary Public for the State of Nt ,County of
6YNSICS44 ,do hereby certify that G\U 1/4.-h 1 „ s-rilh personally appeared
before me this\ day of V\GI ,R��il ,and acknowled e e due exe • of the application for
a stormwater permit. Witness my hand and official seal,
ossillinik
�e . . O,* SEAL
r
7-40 S.
SI. `y " .O My commission expires \))`- Q
111111i'01 flECElVE
MAY 15 2019
BY:
Form SWU-101 Version Oct.31,2013 Page 6 of 6

SUPPLEMENT-EZ COVER PAGE
I LOAD SUPPLEMENT FORMS I
•
1PROJEECT INFORMATION
f 1. Project Name - Peletier Shores
2 Project Area(ao) _ 7919
3 Coastal Wetland Area(ac) 3.28
4 Surface Water Area(ac) 0
5 Is this project Hiah or Low Density? Low
6 Does this project use an off-site SCM? No
!COMPLIANCE WITH 02H.1003(4)
7 Width of vegetated setbacks provided(feet) 50' rcEIVE
8 Will the vegetated setback remain vegetated? Yes
9 Is BUA other that as listed in.1003(4)(c-d)out of the setback? Yes
10 Is streambank stabilization proposed on this project? No MAY 2 0 2019
NUMBER AND TYPE OF SCMs: BY:
11 Infiltration System 0
12 Bioretention Cell 0
13 Wet Pond 0
,I 14 Stormwater Wetland 0
15 Permeable Pavement 0
16 Sand Filter 0
17 Rainwater Harvesting(RWH) 0
1 18 Green Roof 0
1. 19 Level Spreader-Filter Strip(LS-FS) 0
20 Disconnected Impervious Surface(DIS) 0
a 21 Treatment Swale 0
ii
22 Dry Pond 0
" 23 StormFilter 0
24 Silva Cell 0
25 Bayfilter 0
28 Filterra 0
I Load SUPPLEMENT FORMS I
'DESIGNER CERTIFICATION I
i27 Name and Title: v Jonathan L.McDaniel,PE.Vice President
I28 Organization: Bell and Phillips
29 Street address: 604-E Cedar Point Blvd.
30 City,State,Zip: Cedar Point NC 28584
31 Phone number(s): 252-393-8101
1 32 Email: jmcdanielr•_?parkerjacksonville.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 knowledge and belief,true,accurate,and complete,and
that the engineering plans,specifications,operation and maintenance agreements and other supporting information are consistent
with the information provided here.
D
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SEAL s• S nature of Designer
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Low Density Residential Subdivisions'
Deed Restrictions & Protective Covenances MAY 15 2019 •
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Ma ement
Regulations, deed restrictions and protective covenants are required for Low Densi Residential
Subdivisions where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built-upon" area consistent with the applicable
regulation governing the density level.
I, Elijah T. Morton, Sr. acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Peletier Shores 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 *See BUA Chart* 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, and
coquina, but does not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built-upon area for that lot than is shown.herein, the
governing maximum built-upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30*foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall terminate at least 30*foot from the mean high water mark of surface waters.
*50 foot for pro"ects located in the 20 coastal counties.
Signature3
)77kLL--(,
Date: S I 113/ 6 q
I, StC\QA / 3i-" -1\ y , a Notary Public in the
State of N'C.- , County of C�M1,<1 -"1 ,
do hereby certify that 1 O ff" 1 ' Y OC\—O ) personally appeared
before me this the , day of f`) , 20 \, 9 , and ackno/ledge
elWrr ri I
the due execution of the foregoing instrument. Witness my hand and oCirrs���
= YV
Signature ----*---"--. = lR
a PUBLIC 2
%�
My Commission expires N cA �s.
Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1 �so�i I,,, ,;`,`��
g rrrru►�

PELETIER SHORES- BUA CHART: May 2019
Lot ID BUA Lot ID BUA
1 3,000 45 3000
2 3-400 46 3000
3 3,400 47 3000
4 3,400 48 3000
*5 3,075 49 3000
6 3,400 50 3000
7 3,400 51 3000
8 3,400 52 3000
9 3,000 53 3000
10 3,000 54 3000
11 3,000 55 3000
12 3,000 56 3000
13 3,000 57 3000
14 3,000 58 2900
15 3,000 59 2900
16 2,900 60 2900
17 2,900 61 2900
18 2,900 62 2900 AECE 1 `
19 2,900 63 2900
20 2,900 64 2900 MAY 1 5 2019
21 2,900 65 2900
22 2,900 66 2900 BY
23 2,900 67 2900
24 2,900 68 2900
25 2,900 69 2900
26 2,900 70 2900
27 2,900 71 3000
28 2,900 72 3000
29 2,900 73 3000
30 2,900 74 3000
31 3,000 75 3000
32 3,000 76 3000
33 3,000 77 3000
34 3,400 78 3000
35 3,200 79 3000
36 3,200 80 3000
37 3,200 81 3000
38 3,200 82 3000
39 3,200 83 3400
40 3,200 84 3400
41 3,200 85 3400
42 3,400 86 3400
43 3,353 87 3400
44 3,000 88 3400
TOTAL Lot BUA= 268,628
*5 BUA is in addition to existing 325 sq.ft.block barn