SW8180805_COMPLIANCE_20180829

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
SW8 11,31Q5
❑ CURRENT PERMIT
❑ APPROVED PLANS
IN HISTORICAL FILE
�G COMPLIANCE EVALUATION INSPECTION
30 w of a'i
YYYYMMDD

J
Energy, Mineral &
Land Resources
ENVIRONMENTAL. OVALITV
August 29, 2018
Par 5 Development. Group, LLC; Purchaser
Attn: Rudy 1— Pittman, Managing Member
2075 Juniper Lake Road
West End, NC 257376
:nd
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
H"l' of Ocean Isle Beach, LLC, Current Owner and l•Iaster Pernittee
Attn: Yhehzkie Ella, Nanaging Member
4305 Mayfair Street.
iMyrtle Beach. SC 29577
Subject: State Stormwater Management Permit No. SW8 180805
Dollar General — Sunset 13each
High Density Project served by an Off -site Stormwater System
Brunswick G)unty
Dear IkIr. Pittman and 1%4r. Ella:
1'he Wilmington Regional Office received a complete Stormwater Management Permit Application for
the subject project on August 29, 2018. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
21-1.1000 cffective January 1, 2017. We are forwarding Permit No, SW8 180805, dated August 29, 2018,
for the construction, operation and maintenance of the built -upon areas and 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This permit shall be effective from the date of issuance until rescinded and shall be subject to the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. The designated permit holder, Par 5 Development Group, LLC, shall be responsible for
meeting the conditions and limitations specified therein. As required for compliance, a copy of the final
deed listing Par 5 Development Group, LLC as the property owner must be submitted within 30 days of
the property being purchased. 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 Stormwater
collection system and/or 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, easements, and the maintenance agreement, which must all be provided
along with certification upon completion of the project. Failure to comply with these requiretiients will
result in future compliance problems.
Please be aware that it is the responsibility of the permit. holder, Par 5 Development. Group, LLC, to
notify the Division of any changes in ownership and request an ownership/name change for the
stornnvater permit. However, please be reminded that if the purchase agreement or contract between Par
5 Development Group, LLC and FIT of Ocean Isle Beach, LLC is dissolved, cancelled or defaults, and the
Division is not notified by Par 5 Development Group, LLC to transfer the permit, then the responsibility
for permit compliance reverts to the property owner, H'I' of Ocean Isle Beach, LLC. As the property
owner, Ifil' of Ocean Isle Beach; LLC must notify the Division immediately of the permit ownership
change and submit a completed Name/Ownership form to the Division within 30 days. Otherwise 14T of
Ocean Isle Beach, LLC will be operating a stormwater treatment facility without a valid permit which is a
violation of NC General Statue 143-215.1 and 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, HT of Ocean Isle Beach; LLC.
Stoic orNoriliCarolina I Envirorvncnt'alQuaiily I Elcrgy.A4incralandLand kescu ces
Wilmington Regional Office 1127 Cardinal Drive Extension I Wiimingtun, NC 2,11405

J
State Stormwater Perinit No. SW8 180805
Page 2 of 2
If any parts, regUirements, 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 xi-itten petition must conform to Chapler 150B of the North Carolin.r 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 (ifa filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center; Raleigh, NC 27699-671 a, or via telephone at 919-431-3000, or visit their
website at .,vw v.NCOAH.coin. 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 Christine
Hall in the Wilmington Regional Off -ice, at [phone].
Sinceroly.
rWdliam L. r"Ir'obv,)inson, Jr., PE, CPESC, CI NM; Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Certification Forms
GDS/cash: %StormwaterTermits &, 11rgjects12018\180S05 Offsite1201 S 08 permit 1 S0505
cc: J. Phillip Norris, Norris & Tunstall Consulting Engineers
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Slate of Norlft Carolir LnOi<inmentaI Quality 1 latcryy, Miucral and Larrd f3c5uurces,
wlbningam Rrgional Off ice t r_ r arafmal Drive f_aterr.;inrt i Wilmington, NC 2.5405
410 ;'vb 7:!IS

State Stormwater Management
Permit Number SW8 180805
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER SYSTEM
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
Par 5 Development Group, LLC
Dollar General — Sunset Beach
400 Sunset Boulevard, Sunset Beach, Brunswick County
FOR THE
construction of built -upon area (BUA) where the stormwater runoff will be treated in a permitted off -
site stormwater system, 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; 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. The
stormwater runoff from the site will be routed to an infiltration trench operated and maintained by HT
of Ocean Isle Beach, LLC (the "Master Permittee') under the terms and conditions set forth in the
latest version of Stormwater Management Permit No. SW8 060406 (the "Master Permit").
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
t. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the approved plans and specifications. The stormwater runoff associated with this project has
been approved to be discharged into an off -site stormwater system permitted under the latest
version of the Master Permit. The stormwater runoff from the permitted built -upon area of this
project must be collected and conveyed to the permitted off -site stormwater system.
2. The built -upon area allocated to this development by the Master Permit, is 31,425 square feet.
This project proposes 31,425 square feet. This permit does not provide any allocation of built -
upon area for future development.
3. This lot is limited to the amount of built -upon area indicated in this permit and the approved
plans and specifications. The project must maintain a built -upon area less than or equal to the
amount permitted under the Master Permit. A total built -upon area in excess of the maximum
allowed amount will require a modification to the Master Permit prior to construction and/or the
construction of additional stormwater control measures.
II. SCHEDULE OF COMPLIANCE
A copy of the final deed listing Par 5 Development Group, LLC as the property owner must be
submitted within 30 days of the property being purchased.
Page 1 of 4

State Stormwater Management
Permit Number SW8 180805
2. It is the responsibility of the permit holder; Par 5 Development Group, LLC; to notify the Division
of any changes in ownership and request an ownership/name change for the stormwater permit.
However, please be reminded that if the purchase agreement or contract between Par 5
Development Group: LLC and HT of Ocean Isle Beach, LLC is dissolved, cancelled or defaults,
and the Division is not notified by Par 5 Development Group; LLC to transfer the permit, then the
responsibility for permit compliance reverts to the property owner; HT of Ocean Isle Beach; LLC.
As the property owner, HT of Ocean Isle Beach; LLC must notify the Division immediately of the
permit ownership change and submit a completed Name/Ownership form to the Division within
30 days. Otherwise HT of Ocean Isle Beach; LLC will be operating a stormwater treatment
facility without a valid permit which is a violation of NC General Statue 143-215.1 and 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; HT of Ocean Isle Beach;
LLC.
3. This permit is issued contingent on the construction of the permitted off -site stormwater system
being complete and in compliance with the latest version of the Master Permit, issued to the
Master Permittee, and as subsequently modified; transferred, or renewed. Prior to the
construction of any built -upon area associated with this permit, the Master Permittee shall have
constructed; operated, maintained; and certified the off -site stormwater system in compliance
with the Master Permit.
4. The project shall be constructed in accordance with the conditions of this permit and the
approved plans and specifications.
5. The stormwater collection system and/or vegetated conveyance system shall be entirely
constructed; vegetated, and operational prior to the construction of any lot development; per the
approved plans and specifications.
6. During construction, erosion shall be kept to a minimum and any eroded areas of the stormwater
collection system and/or vegetated conveyance system will be repaired immediately.
7. All stormwater collection systems; vegetated conveyance systems and/or maintenance
accesses must be located in public rights -of -way, dedicated common areas that extend to the
nearest public right-of-way, and/or permanent recorded easements that extend to the nearest
public right-of-way for the purpose of inspection, operation, maintenance; and repair.
8. The permittee shall at all times provide and perform the maintenance necessary, as listed in the
signed Operation and Maintenance Agreement titled Stormwater Collection System
Maintenance Requirements, a part of the Offsite Supplement, to assure that the permitted
stormwater collection system and/or vegetated conveyance system functions at the approved
design condition to capture and adequately convey stormwater runoff to the permitted off -site
stormwater system. 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.
9. The final plats for the project must be recorded with the Office of the Register of Deeds. 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.
10. The permittee is responsible for verifying that the proposed built -upon area for the entire project
does not exceed the maximum allowed by this permit. .
Page 2 of 4

State Stormwater Management
Permit Number SW8 180805
11. Upon completion of the project, the permittee shall determine whether or not the project is in
compliance with the permitted plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the permitted plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A noting
any deviations from the approved plans and specifications. Deviations may require
approval from the Division;
ii. A copy of the recorded maintenance agreement;'
iii. Unless already provided, a copy of the recorded deed restrictions and protective
covenants: and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated common
areas and/or permanent recorded easements; when applicable.
b. If the permittee determines that the project is not in compliance with the permitted plans;
the permittee shall submit an application to modify the permit within 30 days of completion
of the project or provide a plan of action, with a timeline, to bring the site into compliance.
12. No person or entity, including the permittee; shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans, the
permittee shall submit to the Director, and shall have received approval for modified plans,
specifications; and calculations including, but not limited to, those listed below:
a. Any modification to the approved plans and specifications,. regardless of size.
b. Redesign of 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, or resizing of any component of the
approved stormwater collection system and/or vegetated conveyance system shown on
the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement for BUA credit that was not included in the
approved plans and specifications.
g. The construction of any 57 stone area or trails to be considered a permeable surface that
were not included in the approved plans and specifications.
h. Other modifications as determined by the Director.
13. 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.
14. Prior to transfer of the permit, the stormwater collection system and/or vegetated conveyance
system will be inspected by Division personnel. The project and the stormwater collection
system and/or vegetated conveyance system must be in compliance with all permit conditions.
Any items not in compliance must be repaired, replaced or restored to design condition prior to
the transfer.
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 and all other permits or approvals that are required in order for this development to take
place, as required by any statutes, rules, regulations; or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Page 3 of 4

State Stormwater Management
Permit Number SW8 180805
3. In the event that the stormwater collection system and/or vegetated conveyance system fail to
perform satisfactorily, the permittee shall take immediate corrective actions. This includes
actions required by this Division and the stormwater rules such as the construction of additional
or replacement stormwater collection system and/or vegetated conveyance system and/or
stormwater control measures. These additional or replacement measures shall receive a permit
from the Division prior to construction.
4. This permit is not transferable to any person or entity except after notice to and approval by the
Director. The permittee shall submit a completed and signed Name/Ownership Change Form;
accompanied by the supporting documentation as fisted on the form, to the Division at least 60
days prior to anyone or more of the following events- -
a. Any ownership change including:
i. 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;
ii. Dissolution of the partnership or corporate entity; subject to NCGS 570-2-01(e) and
NCGS 57D-6-07:
b. Bankruptcy;
c. Foreclosure, subject to the requirements of Session Law 2013-121;
d. A name change of the current permittee;
e. A name change,of the project,
f. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all of these terms and conditions until such
time as the Division approves the transfer request. Neither the sale of the project, in whole or in
part, nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
6. The permittee grants Division staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted project.
7. The permit issued shall continue in force and effect until,the permittee files a request with the
Division for a permit modification; transfer, or rescission; however; these actions do not stay any
permit conditions.
8. Approved plans, application; supplements, calculations, operation & maintenance agreement,
and specifications for projects 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 at all times.
9. Unless specified elsewhere; permanent seeding requirements for the vegetated areas must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit; revoking and reissuing the permit; or terminating the permit for cause as allowed by the
laws; rules; and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
Permit issued this the 291" day of August 2018.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r,Vllillia E. (Toby) Vinson; Jr,, PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

State Stormwater Management
Permit Number SW8 180805
Attachment A
Certification Forms
The following Designer Certification form is included for this project:
• As -Built Designer's I Permittee Certification Offsite MDC
This blank certification form may be copied and used, as needed, as a partial cedification to address a
section or phase of the project:
Page 1 of 1

State Stormwater Management
Permit Number SW8 180805
AS-13li11.:"T D1 SICNF;Iz'S l PF12 -11TTFIE Ch.RTIFICATION OFFSITE•' NIDC
:Master Permit Number:
Lot fir:
DI- SICNEl2 - I hereby state that I am a licensed professional and I certify by my signature and seal below, that
I }rave observed the construction of t.hc prolject named above to the best of my abilities with all due care arid
diligence, and that the project meets the applicable parts of the below listed "Requirements That Apply to All
Projects", found in NCAC 021-1.1003 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 ofthc
storrttwater rules and statutes has been preserved.
8 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.
Printed Namc
NC Registration Number
SEAL:
Signature
Date
Consultant's ,,Iailing Address:
City/State/ZIP
Phone Number
Consultant's Ftnail address:
VER-NIIT I`E -- I hereby state that 1 am the permittec of record for this offsitc project and 1 certify by my
signature below that the project meets the applicable parts of the below listed "Requirements That Apply to All
Projects", found in NCAC 021-1.1003 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 compliance with the
permit, the approved plans, and the stormwater rules and statutes has been and will continue to be provided.
Pennittee's printed name
Date
l'ermittce's signature
r0 Circle N if the as -built value differs from the Plan. ®N/E = not evaluated ®N/A = not applicable to this
offsite project. Provide an explanation on page 2 for every NO response.
Consultant's / Permittee Certification NCAC 02H.1003(3)
OO As -built
OO N/E
ON/A
And General MDC .1050
A. TREATMENT REQUIREMENTS
1. The lot controls it's runoff through an offsitc permitted SC\M that
Y N
rnects the requirements of the stormwater rules.
or
2. The offsite permitted SCt M has been constructed, certified and
}r N
maintained in accordance with the -Master
or
B. EASEMENTS / MAINTENANCE / RECORDED FLAT
I. All required drainage casements for the runoff collection system
y N
on the lot are recorded.
or
2. The operation and.maintenance agreement has been recorded.
Y or N
3. The runoff collection system located within the lot is being
Y N
maintained in accordance with the O&NI agreement.
or
4. A•copy of the recorded plat is provided.
I_ ...or .._
L . ._
�.....
Page 1 of 2

State Stormwater Management
Permit Number SW8 180805
OAs-built
ON/E�J
®NIA
C. BUILT -UPON. AREA (BUA)
1. The runoff from all of the BUA from this lot is collected and
Y N
adequately conveyed to the offsitc permitted SCVI.
or
2. The projects BUA does not exceed the limits specified in the
Y N
recorded deed restrictions, the permit and the approved plans.
or
3. The built. -upon area within the lot is graded in accordance with the
Y N
a p . roved p Ian,.
or
D. VEGETATEDSETBACKS
l . The required vegetated setback has been provided; measured from
the normal pool of impounded waters, the MI-1W line of tidal
Y or N
waters- or the top of bank of each side of rivers or streams.
2. The setback is maintained in grass or other vegetation.
Y or N
3. 13[JA that meets the rcgiiircmcnt.s ofNCGS 143-214.7 (b2)(2) is
Y N
located in the setback.
or
4. BUA that does not meet the requirements ofNCGS 143-214.7
(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear prgjects (road, grecnway sidewalk)
Y N
b. Wa.t.er-dependent structures
or
c. _N inimal footprint uses (utility poles, signs, security lighting
and appurtenances)
5. Stormwater runoff froth t.hc pervious areas of this lot that is not
collected and treated in the offsite permitted SCM is released at
Y N
the edge of the setback and allowed to flow through the setback as
or
dispersed flow.
E. EROSION PROTECTION / CLEANOG7[' .
1. Vegetated slopes on the lot are no steeper than 31-1:1 V
Y or N
2. All vegetated runoff conveyances are designed to convey the peak
flow from the 10-year stone non-crosively.
3. All vegetated runoff conveyances are stable, free from erosion and
have a good stand of permanent vegetation.
4. If the runoff collection system from this lot discharges directly into
the offsite permitted SCM. the inlet does not cause erosion in the
Y or N
SCN1.
5. The runoff collection system on the lot (pipes, catch basins and
Y N
swales is cleared of all accumulated sediment and trash.
or
F. MAINTENANCE ACCESS
1. The construction on the lot flocs not block access to the permitted
y N
offsite SCM,
or
2. The access does not include lateral or incline slopes >3:1.
I Y or N
3. The access is free of fencing and other impediments, and
Y N
vegetation is maintained such that access is easily available.
or
G. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) The
designer is licensed under Chapters 89A, 89C, 89E, or 89F of the
Y or N
'
General Statutes. .
Provide an explanation for every MDC or requirement that was not met, and for every item marked
°N', :'NIA" or "WE", below. Attach additional pages as needed:
Page 2 of 2

Permit No. sia i eo $a J
(to be provided by DEMGx)
State of North Carolina
Department of Environment and Natural Resources 176 r
Division of Energy, Mineral and Land Resources b
STORMWA TER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form inay be photocopied for ttse as an original
DEMLR Stormwater Management flan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for any
on -site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
1. PROJECT INFORMATION
Project Name : Dollar General - Sunset Beach - NC 179 and Station Trail
Contact Person: Jody Bland Phone Number: 910 944-0881
Is all drainage from the project directed to the off -site system? (check one): ® Yes ❑ No
If. OFF -SITE SYS'I'1+aM INFORMATION (please complete the following information for the off -site system
that will treat runoff. from your project):
Permit No. SW8 060406
Project Name:Coastal Outfitters
Type of System (wet pond, infiltration basin, etc.): Infiltration Trench
Lot No. (if part of a subdivision):Outparcel 41
How much built upon area draining to the permitted treatment system has been allocated to this
project?31.245 Sl'
ill. REQUIREI) ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification. Jr �L_V `
t 4 2018
Form SW401-Off-Site System-Rev.I Page 1 of 2 -
BY: -

Applicants Initials
a. Deed restrictions limiting the built -upon area on the site have been recorded.
b. Eiigincers certification for the existing off -site system has been submitted to DEMLR.
c. There are no outstanding Notices of Violation for the off -site system.
d. Off -site system is in complimce with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Accumulated sediment and trash will be removed from the collection system_ as necessary., Swales and
ditches will be reseeded or sodded following sediment removal:
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb 'ci ts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Energy, Mineral and Laud Resources.
I acknowledge and agree by my signature below that I am responsible for maintaining the stortnwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DEMLR of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title:Rudy L. Pittman, Managing Member
Address:2075 Juniper Lake Road, West End, NC 27376
Date: t l 10 � QC7L5_
Signature:
Note: The legally responsible party shoi&lnot be a homeowners association unless more than 50% of the lots have been sold "arid a
resident of the subdivision has been named the president.
1,J titslg Haves L1) tNCb hgkP, , a Notary Public for the State of 6QRAh Cojeol two-, County of
pORe, , do hereby certify that ?�'ldu �.. �t-};{'YY1 OWN personally appealed before me this 1A
day of �A-�4 ,,2C 188 and acknowledge the due execution of the forgoing document,including•the storm water
collection system maintenance requirements. Witness my hand and official seal,ir
J
otary lie
SEAL My commission expires Q I—c]?Oio7
Form SWU-106 Rev 8.07 Page Of 2 JENNIFERHAYEswINCKLHOFER
Notary Public
North Carolina
Moore County

►c
MEMORY TRANSMISSION REPORT
TIME :08-30-2018 11:12
FAX NO.1 :9103502004
NAME :Mainfax
FILE NO.
829
DATE
08.30 11:09
TO
:n 92875902
DOCUMENT PAGES
10
START TIME
08.30 11:09
END TIME
08.30 11:12
PAGES SENT
10
STATUS
OK

State of North CLaI["Qfin2
Department ®f Environmental Quality
Wilmington Regional Office
Roy Cooper; GoVe.rnO 'Michael Reagan; Secretary
Date:s C) 1
FAX COVER SHEET
No. Of ]gages: �
REMARKS: 't ��— , 4��
127 Cardinal Drive Extension; Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
DOLLAR GENERAL -SUNSET BEACH -NC 179 AND STATION TRAIL
Sunset Beach, Norm Carolina
For
Par 5 Development, LLC
2075 Juniper Lake Road
West End, NC 27376
013El Elmo
June 2018
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429 Ash -Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 17068
AUG 14 20
y
' Al.
u -

NARRATIVE
DOLLAR GENERAL -SUNSET BEACH -NC 179 AND STATION TRAIL
River Basin: Lumber
Receiving Stream Name: ICWW
Stream Class: SA; HQW
Stream Index Number: 15-25
DESCRIPTION:
The project site is a 2.0 AC tract located at the intersection of Sunset Boulevard,
Shoreline Drive and Station Trail, in the Town of Sunset Beach, Brunswick County. The
soils of the site consist of Pactolus fine Sand and Leon fine sand, with grades ranging
from 0.5% to 2.0%. Approximately 2.0 AC will be graded to allow construction of a
commercial project with paved parking and paved access. The runoff from the site is
estimated using the rational method 10-year design storm and rainfall data for the area.
Construction is scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. A gravel construction entrance will be constructed at the Station Trail entrance.
The existing basin on the site will be modified to act as a sediment basin during
construction and will be restored to its shown contours. Maintenance will be provided by
the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in the Town of Sunset Beach, Brunswick County and is
already part of an existing stormwater permit #SW8-060406. The stormwater runoff from
the development will be directed to the existing stormwater infiltration system. The
stormwater infiltration system was designed to accommodate this site impervious area lot
coverage. The existing permit is being modified to create the outparcel this project will
be built on. An off -site permit is being requested for this project.
CONSTRUCTION SEQUENCE:
The contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed when
and if conditions warrant during construction. Disturbed areas will be landscaped or
seeded upon completion. Additional requirements are shown on the plans.
2

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case, less than once
every week and within 24 hours of every half -inch rainfall.
2. All points of egress will have construction entrances that will be periodically top -
dressed with an additional 2 inches of #4 stone to maintain -proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the site.
Immediately remove objectionable material spilled washed or tracked onto the
construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment.
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed. Debris will be removed from the rock and hardware cloth to allow proper
drainage. Silt sacks will be emptied once a week and after every rain event.
Sediment will be removed from around beaver dams, dandy sacks and socks once
a week and after every rain event.
4. Sediment will be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake spacing will be 6 feet max. with the use of extra
strength fabric, without wire backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it becomes
half -full of sediment, no longer drains as designed or is damaged.
Land Quality Requires:
5. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All slopes will be stabilized. within 21 calendar days. All other areas will be
stabilized within 15 working days.
Water Quality Requires:
6. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All perimeter dikes, swales, ditches, perimeter slopes, all slopes steeper
than 3' horizontal to 1' vertical (3:1) and all high quality water (HQW) zones shall
be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within seven (7) calendar days from the last land -
disturbing activity. All other disturbed areas shall be provided temporary or
permanent stabilization with ground cover as soon as practicable but in any event
within fourteen (14) calendar days from the last land -disturbing activity.
3

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to prevent
the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at the
initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical,
effective, and continuous erosion and siltation control throughout the construction
and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.
112

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to work
to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3.3 Temporary Physical Barriers are required where sedimentation on offsite property or
excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive erosion
and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream
face.
5

3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4 inches
and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1,000 square feet -
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION
A

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aO ° o For D -NR Use ONLY
Revieti+er, C��
ARA.
North Carolina Department of Environment andsubma Natural Resources -1--
NCDENR Request for Express Permit Review ri°7C 30
Confirm:
FALL -IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a co�leted.DETAILED_narrative site -plan (PDF_MO 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&cmail. no
• Fayetteville or Raleigh Region -David Lee 999-791.4203; david.lee o.ncmail.not
• Mooresville & -Patrick Grogan 704.663.3772 or irmtrick._grogan(a}ncmai).net
• Washington Region -Lyn Hardison 252.946-9295 or iyn.hardison(alncmail.net
• Wilmington Region -Janet Russell 990-350-2004 orjarret.russell(a)ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day
ENer Related SW
Permits of renLiest
SW
SW
SW
SIN
SW
N v�
Project Name: DOLLAR GENERAL -SUNSET BEACH - NC 179 AND STATION TRAIL County: BRUNSWICK
Applicant: RUDY L. PITTMAN, MANAGING MEMBER Company: PAIL 5 OEVELOPMENT GROUP, LLC
Address: 2075 JUNIPER LAKE ROAD City: WEST END, State: hC Zip: 27376 G,t t0 ()Wgob
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location%0 SUNSET BLVo (INC 179) SUNSET BEACH
Project Drains into ICWW waters - Water classification SA;HQVV (for classification see-http.11h2c.enr.state.nc.uslbimsireportsireportsWB.litml)
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N , within'/2 mile and draining to class SA waters Y or within 1 mile and
draining to class HOW waters? Y
EngineertConsultant: J. PHILLIP NORRIS, P.E. Company: NORRIS & TUNSTALL CONSULTING ENGINEERS P.C.
Address: 1429 ASH -LITTLE RIVER ROAD City: ASH, State: NC Zip: 28420-_
Phone: [phone]. Fax: [phone], Email: np [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ It of stream calls - Pleaso attach TOPO map marking the areas in questions
❑ IntormittentlPerennial Determination: _ # of stream calls - Please affach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization El Minor Variance El Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Law Density -Curb & Gutter _ # Curb Outlet Swales ® Oft -site (SW 8060406 (Provide permit #)j
ElHigh Density -Detention Pond _ # Treatment Systems ❑ High Density -In iltration — #Treatment Systems
El High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
El High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major [I Minor El Plan Revision ❑ Redev. Exclusion SW (Provide permit 9)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
[:].Upland Development ❑ marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Conlrol Plan with 3.0 acres to be disturbed.(gt� # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request
Wetlands on Site ❑ Yes ® No Buffor Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No isolated wotland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes 0 No 404 Application in Process wi US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No 1 DEER us('t)Ir�_\kkk S'kYk#kM}4k}3lkFkk#ik}kt#ik#####F###R###f##ii#�##k!#rFFMxp
Fee Split for multiple permits: (Check 9 1 Total fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance {❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
S
LQS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

NARRATIVE
DOLLAR GENERAL -SUNSET BEACH -NC 179 AND STATION TRAIL
River Basin: Lumber
Receiving Stream Name: ICVVIN
Stream Class: SA; HOW
Stream Index Number: 15-25
DESCRIPTION:
The project site is a 2.0 AC tract located at the intersection of Sunset Boulevard,
Shoreline Drive and Station Trail, in the Town of Sunset Beach, Brunswick County. The
soils of the site consist of Pactolus fine Sand and Leon fine sand, with grades ranging
from 0.5% to 2.0%. Approximately 2.0 AC will be graded to allow construction of a
commercial project with paved parking and paved access, The runoff from the site is
estimated using the rational rnethod 10-year design storm and rainfall data for the area.
Construction is scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. A gravel construction entrance will be constructed at the Station Trail entrance-.
Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in the Town of Sunset Beach, Brunswick County and is
already part of an existing stormwater permit #SW8-060406. The stormwater runoff from
the development will be directed to the existing stormwater infiltration system. The
stormwater infiltration system was designed to accommodate this site impervious area lot
coverage. The existing permit is being modified to create the outparcel this project will
be built on. An off -site permit is being requested for this project.
CONSTRUCTION SEQUENCE:
The contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed when
and if conditions warrant during construction. Disturbed areas will be landscaped or
seeded upon completion.
2

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
DOLLAR GENERAL -SUNSET BEACH -NC 179 AND STATION TRAIL
Sunset Beach, North Carolina
For
Par 5 Development, LLC
2075 Juniper Lake Road
West End, NC 27376
910-944-0881
June 2018
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429 Ash -Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 17068

EROSION CONTROL NOTES AND MAINTENANCE PLAN
All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case, less than once
every week and within 24 hours of every half -inch rainfall.
2. All points of egress will have construction entrances that will be periodically top -
dressed with an additional 2 inches of #4 stone to maintain -proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the site.
Immediately remove objectionable material spilled washed or tracked onto the
construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment.
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed. Debris will be removed from the rock and hardware cloth to allow proper
drainage. Silt sacks will be emptied once a week and after every rain event.
Sediment will be removed from around beaver dams, dandy sacks and socks once
a week and after every rain event.
4. Sediment will be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake spacing will be 6 feet max, with the use of extra
strength fabric, without wire backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it becomes
half -full of sediment, no longer drains as designed or is damaged.
Land Quality Requires:
5. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover, All slopes will be stabilized within 21 calendar days. All other areas will be
stabilized within 15 working days.
Water Quality Requires:
6. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All perimeter dikes, swales, ditches, perimeter slopes, all slopes steeper
than 3' horizontal to 1 ` vertical (3:1) and all high quality water (HQVV) zones shall
be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within seven (7) calendar days from the last land -
disturbing activity. All other disturbed areas shall be provided temporary or
permanent stabilization with ground cover as soon as practicable but in any event
within fourteen (14) calendar days from the last land -disturbing activity.
3

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
16121110KINI
1.1 Contractor shall take every reasonable precaution throughout construction to prevent
the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at the
initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical,
effective, and continuous erosion and siltation control throughout the construction
and post -construction period. Use the specified seed for both temporary and
permanent seeding.
p►�o 10434111L48[.1
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion,
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2,3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain, Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent,
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.
El

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown,
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to work
to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Construction practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3.3 Temporary Physical Barriers are required where sedimentation on offsite property or
excessive erosion is a problem.
3.31 Mulch shall be used for temporary stabilization of areas subject to excessive erosion
and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream
face.
5

3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4 inches
and until a firm, well puiverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1,000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture, Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 MOch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles; until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION

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NORRIS & TUNSTMA.
GRADING AND DRAINAGE PLAN
DOLLAR BEACH
CONSULTINGENOINEEKSPC
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GENERAL- SUNSET
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I.SUNSET
BLVD @ STATION TRAIL
SRUNS{NICK COUNTY, NORTH CAROLINA

Weaver, Cameron
From: Phil Norris <[e-mail]>
Sent: Wednesday, June 27, 2018 5:03 PM
To: Weaver, Cameron
Subject: [External] Dollar General - Sunset Beach - NC 179 and Station Trail (NT417068)
Attachments: 17068 06-27-18 Express Review Request - (Off-Site).pdf, 17068 06-27-18 SW & EC
Narrative (for submittal).pdf; 17068 - Dollar General -Sunset Beach - 06.21.18 - C2.pdf
Cameron,
Regarding the subject project, please find attached a Request for Express Review Permit form, a detailed narrative, and a
site plan with a vicinity map. Please let us know as soon as possible when the package acceptance meeting can be
scheduled.
Thank you!
Phil
J. Phillip Norris, P.E.
NORRIS & TUNSTALL
•--•-- C ON`UCIINC: FANC,IAEERS Rc. —
1429 Ash -Little River Road
Ash, NC 28420
910-287-5900 (phone) 910-287-5902 (fax)
norris nten ineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall
be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C.
and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the useability or readablility of
documents resulting from the use of software application packages, operating systems, or computer hardware differing
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the preparation of such data.

Permit No.
State of North Carolina
(to be provided by DEMIR)
Department of Environment and Natural Resources
Division of Energy, Mineral and hand Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This for►n tuay be photocopied for use as air original
DEMLR Stormwatee Managemcnt Plan Review:
A complete storrnwater management plan submittal includes a stormwater management permit application, an
f off -site system supplement for each ofsite storrnwater treatment system, appropriate supplement forms for any
oil -site storrnwater treatment systems, and plans and specifications showing all storrnwater conveyances and
drainage details for the project,
1. PROJECT INFORMATION
r
Project Name : Dollar General - Sunset Beach - NC 179 and Station Trail
Contact Person: Mike Bauer Phone Number: (.410)980-7278 _
Is all drainage from the project directed to the off -site system? (check one): ® Yes ❑ No
1I. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No. SW8 060406
Project Name:Coastal OutCtters
Type of System (wet pond, infiltration basin, etc.): Infiltration Trench
Lot No. (if part of a subdivision):Outparcel #1
I•low much built upon area draining to the permitted treatment system has been allocated to this
project?31,245 SF
111. ItEQUIRE D ITEMS CHECKLIST
Prior to issuing an off -site permit, vefification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Storrnwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
EGE1'
t+onn SW401-Off-Site System -Rev.] Page 1 of 2 APR,�`n_�
BY:- -

Applicants Initials
a. Deed restrictions limiting the bdilt-upon area on the site have been recorded.
b. Engineers certification for the existing off site system has been submitted to DEMLR.
c. There are no outstanding Notices of Violation for the off -site system.
d. Off -site systern is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Accumulated sediment and trash will be removed from the collection system_ as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revcgetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity. reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Energy, Mineral and Land Resources.
I acknowledge and agree by my signature below that I am responsible for maintaining the stonnwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DEMLR of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title:Mikc Bauer,
Address:
Phone
Signat
Note: The legally responsible party should not he a homeowners association unless more than 50% of the. lots hai,e been sold and a
resident of the subdivision has ^been named the president.
I 6 a Notary Public for the State of , County of
do hereby certify that n . C._personally appeared before ntc this
day of all acknnuwleclge the clue execution of the forgoing document including the stonnwater
collection system maintenance requirements. Witness my hand and official seal,
PAMECA K WOFFORD
Notary Public, Notary Seal
State of Missouri
Cass County
Commission p 13498917
MyCqrSErM§ion Expires 11-26-2021
raotntY4At t l i c
My commission exp
Forrn SWU-106 Rev 8.07 Page 2 of 2
-LAI)
9s�
i P R C 2 2020

Nvu� V�aU3.1
State SloriliWater Management
Permit NuiriU&'SW8 180805
ASAl G-f ,T 1jES1i-3S- JOt I PER-NlIT'I'u.CERTII+ICATION, OEl+SXTI,,-mm -
Master. Permit Nuiiiber -5W6 6. U i U �P Lot �:, uy -Oxr -
DESIGNER - 1 hereby state that 1 ain a licensed professional and I certify by my signature and 'seal -below. that
I have;ob ei-ved the coiistt•irctien of therproject names] above to.the best of my abilities ,with all due care and
diligence, aiicl that the projec.t.mects the applicable parts of the below listed=`Requircinents That Apply'to All.
I'iojects" found- ijr NCAd021-I.1003'.in accordance with the permit docunicrits, plans and specifications oii rile,
with or provided to the Divisibn, except"as noted on:tlie "AS -BUILT" drawings; nwii that the rrttartt of the
stormwater rules abd statutes h": b6dii pi=eserved.
Check 8 here rfthis is a part of a rastJi-ack As -Built Package Sulmiittal Ghec.k liere if the designer did not observe the construction', - but.' eft'
Printed Name �C�h ; 11i l S. _--Signature
?�'G Itegistratioururirlier 1� . Date.... .
1196 j
��
':
LLIP —'ol"�
Consultant's Mailurg
per .1044(3).
m o ect:
giLl Ao
Phone'Nurnbcr q i 0~ AT 7- S cr Uo
Consuliaitt's Email addi;css:
Pnor6-s �Co
PERMi7'TEE I hereby statc'tllai 1 ant the permitiee of record foi• iliis offsite project and-I'certify bp'nny
signature below that tine project meeis�tiie applicable parts of flic-below listed `.`Requirements; Tliat Ajtply-tp All
Projects'', found in NCiAC.02H.1003 in accor'dlance.with the }ierrrrit dloctiitreirts„platis aiid sliecrfrcatiolis on file
with.or provided to the Division; eXcelit'as.isoted oit the "AS-DUILT" drawings, stick thatcoinpliance vi ith the
permit., tile approved.plairs, arid tlie:stoi•itiivaterrules and statute$jy,is been acid vaiil coirtanue to be'Kpyided.
1?6fiiiiitec's priiitEd b#irie .. . _.... Date
Peiniittce's. signature
0 Cn•c!e N if the as -ter vela ' ers°from the:Plart..@id�` w�va uated OO NIA = riot,applicable to this
offsiteproject,"Provide ary planation on page 2 for e'very.NO, reslionse:
Gansulta is /Petmittec Certriic- t,66 t NCAC
"A __TRLATM[ET�;i'RE Il VWulNTS;.W
R
1. The lot coh0o' Is it'$ unoff through aiioffsite permitted SCM that.
Y
meets the reguirenieiits'Of the stor'mwatei' rtiles: _
Y, ory N
'2.J flie offsite permitted SCM has been constructed' certified and
.. ...-,_. .
maintained' iri accordance with the.Master, permit•
y or N
B,';',rEASEA4EN�TS"(.-Iq#INTENANCri, /•!RECORD)CRP AT r >
;,. .
1. All requia-ed'drainage easements for the runoff collection system
/ or
Oil the°lotare recorded'.,
O 1`!
W2. The o relation and'maintenatice agreement has'been recorded.
located`witlun tie lot is, being
T. Thb' ruttoff,collectiori'systeni a r
iiiaiiltaitied iri accordance wrtli�the 0&&Ivl cenzent.......'
or N
�. ,. A col?y of the recorded . ilat is lii;oNiidcd.
y
yr. MAY 3 0 2019
Page,1-of 2

State Stormwater Management
Parsnit Ni'imhor SIAIR 1RnRnrii
DAs-built ©N/E
ONIA
tC. BUILT -UPON AREA (BUA) I
{
1.. The runoff from all of the BUA from this lot is collected and 'O°r Nadequatelyconveyed
itted_SC.
to the offsite permVI
( ;
_
2. The project's BUA does not exceed the limits specified in the
:j
recorded deed restrictions the permit and the approved laps. Y or
O
I 3. The built -upon area within the lot is graded in accordance with the
N
a -. roved )fansor
D: 'VIEGETATED SETBACKS
1. The required vegetated setback'has been provided, measured from I i
the normal pool of impounded waters, the VI14W line of.tidal Y :or N ; 0�/}
_ waters; or the top of bank of each side of rivers or streams.
2. The setback is maintained in grass or other- vegetation. Y or Pi q
I J. DUTA W aL 111CGLS Luc IGLtu11GI11G11LS U1 'Nk.,UJ 14J-G 1-1.1 �ULjIL� 15 ' i
located in the setback. I or N
y I
of
4. BUA that does not meet the requirements of N--CGS 143-214.7
I I
(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road,.greenway sidewalk) y or N I
b. Water -dependent structures I
c. Minimal footprint uses (utility poles, signs, security lighting
and appurtenances) j
S. Stormwater runoff from .the pervious areas of this lot that is not i i
collected and treated in the offsite permitted SCM is released at ' Y
?� I
►`Jl�
the edge of the setback and allowed to flow through the setback as or
i
dispersed flow.
E. EROSION PROTECTION / CLFANO-UT
j
1. Vegetated slopes on the lot are no steeper than 3H:1 V
or N
2. All vegetated runoff conveyances are designed to convey the peak
flow from the l 0-year storm non-erosivel .
3. All vegetated runoff conveyances are stable, free from erosion and
have a good stand of permanent vegetation.
I Y
4. if the runoff collection system from this lot discharges directly into
the offsite permitted SCM, the inlet does not cause erosion in the
bor N
SCM.
1
5. The runoff col Iection.system on the lot (pipes, catch basins and
N
swales is cleared of all accumulated sediment and trash.�gr
F. MAINTENANCE- ACCESS
=
1'. The construction on the lot does not block access to the permitted.
iQ or N
offsite SCM.
2. 'The access does not.include lateral or incline slopes >3:1.
or N
3. The access is free of fencing and other impediments, and
Y or N
vegetation is maintained such that access is easily available.
.G. -: DESIGNIE;R QUALIFICATIONS (FAST -TRACK PERMIT) - The
ciesigner.is licensed under Chapters•89A, 89C, 89E, or 89F of the.Y
. or N '
,Generate Statute§.
Provide an explanation for every MDC or requirement that was not met, and for every item marked
"N", "NIA" or "WE", below. Attach additional pages as needed:
• 2✓� AZ✓e rtrl V t e- 4%J S ej �&_Clco
.
y t . C.F 'k =
MAY 10 2019
Page.2 of 2.

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
T. Jason Clark, P.E.
Thomas J. Scheetz, E.I.
1900 Eastwood Road, Suite 11 • Wilmington, NC 28403-7206 • Phone [phone] • Fax [phone]
1429 Ash Little River Road NW • Ash, NC 28420-1715 • Phone [phone] * Fax [phone]
LETTER OF TRANSMITTAL
To: Ms. Georgette Scott
NC DEQ - State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Date: May 30, 2019
Suboect:
SW8 180805
Dollar General --- Sunset
Beach
Job No.
17068
WE ARE SENDING YOU VIA Delivery
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATION
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS.TRANSMITTAL
Call 910-343-9653 if you have any difficulty
1[ receiving this message.
COPIES
DATE
NO.
DESCRIPTION
05-30-19
As -Built Designer's/ Permittee Certification Offsite MDC
MAY U`
❑ AS REQUESTED
❑ FOR YOUR USE
1,124Ti11020.1
❑ FOR REVIEW AND COMMENT
❑ FOR BIDS DUE
® FOR APPROVAL
❑ YOUR PRINTS LOANED TO US
rttw(�
cc: JodyBland SIGNED For J. PhillipNorris, P.E.
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the addressee.
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or
copying of this document is strictly prohibited. If you have received this document in error, please immediately notify the sender and return to the
address above.

MAY 3 0 20i9
`�, � yf�,� ��(-�� �cti•7C<<}�/Ci�:.'l.�r'7'i�.��� i�•iCCtjEU
Stat&Sfomiwaw Management
aslex Permit I�riuiiber: -�:� o� Qy o Lot'; uJolCi'_21� I
D SIGly`)h� t l iicieEiy state tlitit 1, �nl a licensed p�ofessioh 1.4nd I cei kify.'hyarry•signature,and)seal,liclow, tlitlt
1�l�aye opsgivei the canstruct�o�1 ofYlre pi, oJeci_name'd:above!ia,tlie best,of R13y,abilitics,i�iztli all'due,care;aiid
tllligel�ce,=anc1 tilai the riojec t ieels,the applicable' Parts ofihe below listed `-`IZequ3lctncnts Tiiat Apl�iy to All
f Yio,l'Iec[s"i,fouud ir1;NZCAC 021.1.) 003 ul'accoid6nce\�,Ithythe. perhlit documents; pJans,aiid sp'ecilicationq oil file
luitll oI pro�Idedsto the 17ivtsion, except as >7oied an'tlie; "AS-13111L1" cliawii�gs; such tliat',tlle intent of the
� stormwtrter'riiles-aiid stsit'iites liAs;lieen pi�ese�ved;. - -- _ .. .. -
�s' elth&k lies a rfilus is a' part of 'a' T'7st_ti•ack As -Built Package' Submittal per. . ] 044(3)
bic,c.kliere ifthe desigitei dietErotrobsIorve tlle:coi�stlilcti�it ;but eii ' iri o ect..
Yrinted.Name O t� li . klC � _?• Si naiiiie —
f NC:Regisiratio3i NiiiiibiV, .�. ! ,�. ......_..... bateSEAL 'CAR
-- ,�,�+,,,,�n+ni,;: � .-Cairsuitalrt's-Mailing;Address., �©rCiS-p�t�.�cnS�F��,1
QQ 9C �0640.1
c � �1196 � I'horla'l�umbcr q'l0 al�'7.- S��C) .
% � � .� C,onsirltiinF s,l;rnail aitili�tss:
IL LIP..,, = =*� r -. rR Q ► ee.t"5.. C D rYI .
PERMi`I:7.7�L Z iieaei�y Bike that l am Isle perinitiee of record for this offslle;} idject alld l'cert1ly bycniy
sigiiatrile>below tl5at 0ie:p�ro3eci iiieetsitlie.Apl�hcable parts of the below listed ;`Rcgriii en�ent5 T1iat A liiilyto, 1l,
T�rninrle'.!-fn,�itrl`in:IV 1-T`loolin;tirrnir�ai�rn.iifitlit�tnriPimililriritii�aii4c~iilti�'ic`"anri-ciiitri%rnaFiniie.n��`fl%
with;ol provided to the Division„u cepi`as no#ed on
Perin. t}ie apilroved pIAiis; and the stoririwalei-.. Thies
E' Iziirftee's,printeclIlaine.
Peiiiiittce'sai nature . ° _.' ;C
Q',Circle•N it thews- nn ,;v5,,)
frrojeck 1'rt�vid ! ary,nation dlf°page_2 for
the "AS -BUILT" drawIn- gs,-such` that- 66hjfpliaiid6 with-thi
anil.stAtutes:llas`bccii'all cl W111 coi)ittii�}ire to b6,providecl.
-� - -- 'Date.
mm
t• r; 1 .•.. } t } a - }.� -
�fe= ,�- � C6nsulta s / Pel mlltc. CvI tfticatlori
5' ': fir_ f .r�4.-,`fz
i�:�. s j
""'t�•ilri�
1w x
�.- _yf�r-;�.. _.�:_ �, rfz.,� • ,.And GCneral.MDC 1050., t:�. .,_ sz
�r'�=fa a , � ,�
.a,�,:��i-x�,
.+zr.�:. ,
a'. '. , �� . ' � ""•�. 7 l 4 1 {� 7 I i Y .fxt71 -.!1
• h
1. "eh. -17 •.
I � t
Y 'wa ..:t�
iflM'r,
_. �.. Y..
- N�}
�._^„t;_?r .,..'i
.. -
1Tlie E6t coTWbls`it's rungff through an otlslte tresmltW SCLM ltliat,�
mleets the re ulreaiientsiofahe sliiilnwatei•t'ule's! _: _, .•...._ . _.....
�r• ni .N
:2 `'Tlfe nffslte;permitted SCM has 6'een constructed` certified,ai d'
. ::..z. , .,.�
maintaiiied-u accorclancc.�vith'thc:Master, lerrtiEt:.. ..
.-W EA:SY1YEMWIVXA`INTx14ANE
:L9ECC4RDTD'PL'ATt'
--1 "All'Iequii'eddlainage.'easametlls;for-=tlie'riuioff,aollectiomsystem ;
-'
-,Y ,or TT
__:�Ir#he,iol`arelecc}rded:.
.Tale o�ei'ati6h,aiid'ihamLenatice:agieernenfhas'been.i-ecoidW
or,:.N,
3 Ttic ruaoff;collect.ion`system located`Within the•]ot ►s I.Being
of
niliht: ied in accordaiicemitli'tfie,0&M`a rcenient .. ,_.., '.....
N
A: , A:co i . aftheiecoiifed:'ilal is`iiovufe�l:
061, -N
Page.1 of-2

State Slormwater Management
Permit Nuaiber SW8;180805
OM-btiiit.QN/E
ONIA
I C. BUILTViUPON.ARIEA (BUA)
l
1. The-ririroff froua all pf tile B 'A' rom this,lot is collected anti !Qor
adeijuately conveyed to;the_offsife per mitted'S_G:Vl.
2_ The j}rpjc''CCs BUA.does not lexceed,the lfinits specified in, the
N
i recorded deed restrictions the,err�m:.arid the.approved:�plaits. 6r ,
i 3. The built -upon area•witliin,thc-lot is,t r'aded'iir;aceordance'wilh tlic '
1 or N
!
a prov�cd flans.
E
!
Il. ' )rG t'TA7C1E)D SETBAc-Ks r
1 _ The icgriired vc gelatc d §etliack-10s bceh liro'vi'dccl, rrrcasOred from
_E
Me ilpi mal;hool gf-.irnpnun(led'watees, the '_141.111r linc,of,tidal Y . or N
w61'ei's,'or the to) of bank'or'e'ach side of rivers -or streams.
2. -1'11c 'sctvacit is fi a,m tariie_d' ih grass or oihei'. vegetA666. Y, Or
3. BUTA that ineets the�recluirernents o1'.NCGS 143'-214.7 (b2)(2) is 'Y i or' � ,
located:iirthe setback:
_
4. BUA,th-At,dow pot ineel. the, tequi.rerncrrts ofNCGS 143-214.7
(b2)(2) is located Cvitifln the setback ariti is IH-iitecl to: !
t
a. POW i6lylrutded ltriear'pro�Jects (road;.greei;way-'idowall<) '
Y D1
1). Watrr-depcErdentstructures N
�!�
!
C. .Minimal f, tppi u ses'(uti lity poles, signs;•secur)ty.ligl7ting
t and appurtenances)
^ 5. StoriTiwalerrunoff fy.bin LM Pervious areas of this lot that is not 1
coll"ected;and treated in the crffsite,ljeimitted SCA4 is released at !
?
I
Y' or N-
!J
the edge ofthE setliack.;irrd allowed to flow ihrgirgh ilie setback as
i
dispersed 116w:
E'.E'11tOSION, PIZO'11C+ CT —ION '/;C'f k ANOU.f
i
1. Vegetated slopes?an the lol trrc no steep.ei' thari,3H-TV
oi'• ]�
�
2. 411,vegetated runoFf canveya`tzces.are desigtred to convey the;peak
Gbvv=from the. O- ear skarm non-erosivel' .
1
3. A:ll vegetated ruh6ff conveyances amstable, free from.erosion.and el
v
have a good, stand of perrntiirent vr~getation-
1
4. If the-runoff.collection systeiwfronr thils lot discharges'drrectly into"f
the ofNite permitted SC,'lvi;.fie inlet does trot cause ei o'sigsr iri the
or', N
SCM.
_
5. 7 tie vinoff°collc.ctiair 57+steiir"an,tlic lot (pif)es, catch,basins.ancl '
:..or I3
,svrales rs clear•eil of.al]:�rccrirnulated�sediinent;aitd Iraslr.
.
. MAINTENANCE ACCESS:.
1'. Thekconstn ction on the lot does:not'block access :to-the,permitted
r
:N'
offsitc„SCIvl.
.or
2. he;accessAoes not; includeziateral,or inclinc•s)o yes,>3'1:.I
Y qr N
3. The4cc,ess+is free of fendin and `other ttnpechtrients, arid.
ve etatioiris mnintariietl sire l� lltat;acc,ess;rs ea"sit available.
l' or N
G. D ESIGNER`QUAALIFICATIONS:(EAS7 -TRACK PERMIT
designer is reisieE9
Ylor N
,.,
General;. Statutes.`'
Provid_e:an explanation for.every'Nil7C or requiremer}t that was not'rnet; and.for every iterri�rnarked
"N", "N/A" or" WE", be IL w;,Attach.-additional pages as needed:
Page'2 6F2

Compliance Inspection Report
Permit: SW8180805 Effective:08129/18 Expiration:
Project: Dollar General Sunset Beach
Owner: Par 5 Development Group LLC
County: Brunswick
Region: Wilmington
Adress: 400 Sunset Blvd
CitylStatelZip: Sunset Beach NC 28468
Contact Person: Rudy L Pittman Title: Managing Member Phone: [phone]
Directions to Project:
Head west on NC 179 to the intersection of NC 179 and Station Trail
Type of Project: State Stormwater - Off -site
Drain Areas: 1 - (Intracoastal Waterway) (03-07-59) ( SA;HQW)
On -Site Representative(s):
Related Permits:
SW8060406 Ht of Ocean Isle Beach LLC - Coastal Outfitters Sunset Beach
Inspection Date: 04/28/2020 Entry Time 02:30PM Exit Time: 02:45PM
Primary Inspector: Connor Musial
Secondary Inspector(s):
Christine A Hall
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: Compliant ❑ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Phone:
Inspection Type: Transfer Renewal
page 1

r •Ih�
Permit: SW8180805 Owner - Project: Par 5 Development Group LLC
Inspection Date: 04/28/2020 Inspection Type Transfer Renewal Reason for Visit: Routine
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment:
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment:
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment: Offsite SCM
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Are the SW BMP inspection and maintenance records complete and available for review or provided to
DWO upon request?
Comment:
Other Permit Conditions
Is the site compliant with other conditions of the permit?
Comment:
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑■❑
Yes No NA NE
■ ❑❑❑
■ ❑❑❑
E 110 ❑
Yes No NA NE
❑❑■❑
❑ ❑ ❑
❑❑■❑
Yes No NA NE
* ❑❑❑
❑ ❑❑■
Yes No NA NE
■ ❑❑❑
page 2

DF.MLR USE ONLY
Dat Re eived
Pee Paid
Permit Number
OD -t /o/ 7
e6' '�'-05
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources►
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This farm may be photocopied far 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.):
Dollar General - Sunset Beach -NC 179 and Station Trail
2. Location of Project (street address):
400 Sunset Boulevard (NC 179)
City:Sunset Beach County:Brunswick County Zip:28468
3. Directions to project (from nearest major intersection):
From the intersection of NC 904 and NC 179 take NC 179 west for 1.65 miles to intersection of NC 179 and
Station `frail. Site is on the left.
4. Latitude:33° 53' 11" N Longitude.78° 30' 38" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
iRenewals with modifications also requires S14U-102 -- Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed' *provide a designer's Certification
2. Specify the type of project (check one):
❑Low Density ❑High Density ®Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4.a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/1 rosion Control: 2.39 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 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 ❑YesG
)
If yes, see S.L. 2012-200, Part VI: http:/Lportat.ncdenr.org/weblir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013� Page 1 of 6 k

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Par 5 Development Group, LLC
Signing Official & Title:Rudy L. Pittman /Managing, Member _
b. Contact information for person listed in item I a above:
Street Address:2075 Juniper Lake Road
City:West End State:NC Zip:27376
Mailing Address (if applicable):
City:_._._I.22.� �° . _��✓ r� Ll �itl • cv'�flte: Zip:
Phone: (910 ) 944-0881 _ _ Fax: (910 ) 944-0882
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:HT of Ocean Isle Reach, LLC
Signing Official & Title:Yhehzkie Elia , Managing Member
b.Contact information for person listed in item 2a above:
Street Address:1421 Dividend Loo
City: Myrtle Beach State:SC Zip:29577
Mailing Address (if applicable):4305 Mayfair Street
City:Myrtle Beach _ State:SC Zip:29577
Phone: (843 ) 62 6-6562 Fax:
Email: ,r c,r� Q 1 fC.@ 4 M CWVl
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Tide:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ) Fax:
Email: AU "41 -3
t
4. Local jurisdiction for building permits: Brunswick County Central Permitting Division Lau.
Point of Contact:Michael Slate Phone #: (910 ) 253-2047
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.
Off -site infiltration basin permitted under SW8 060406
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 U - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 2.46 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project Area':
2.46 a cres
Total project area shall be calculated to exclude the follozoing the normal pgot of impounded structures, the area
between the banks of streams and rivers, the area below the Nommat High Water (NHW) line or Mean high Water
(MHW) line, and coastal zoetlands landward from the NNW (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 = 46.2 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormtoater BMP. For Iow 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 I
Drainage Arrea 1
Draina e Area _
'Drainage Area
Drain e Area _.
Receiving Stream Name
ICWW/LBR 59
Stream Class *
SA; HQW
Stream Index Number *
15-25
Total Drainage Area (sf)
67,600
On -site Drainage Area (sf)
67,600
Off -site Drainage Area (sf)
0
Proposed Impervious Area'* (sf)
31,245
% Impervious Area** total
46.2
Iin` ervious" Surface Area..
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area ."
On -site Buildings/Lots (sf)
9,100
On -site Streets (sf)
0
On -site Parkin (sf)
18,964
On -site Sidewalks (so
3,181
(`
!
Other on -site (so
0
r r
t,P� 4
1UG 2018
Future (sf)
0
(i
Off -site (sf)
0
by: —
Existing BUA*** (sf)
0
Total (sf):
31,245
" Stream Class and Index Number can be determined at: http:Ilportal.ncderir.orglzoebltorlpslesulclassifications
Form SWU-101 Version Oct. 31, 2013 1 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 7uhich will be replaced by new BUA,
11. How was the off -site impervious area listed above determined? Provide documentation. NIA
Projects in Union County. ContactDEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent storm water requirements as per 15A NCAC 0.2B
.0600.
V. SUPPLEMENT AND OW 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 ht_l2:/112ortal.ncdenr.org/web/wq/wslsu/bml2-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
httl2:llportal.ncdenr.orgLweb/wq./ws/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/mal2s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http:llportal.ncdenr.org/web/wq/ws/su/statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (scaled, signed and dated.) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to {'
http://www.enyhelp.orgipages/onestopexpi'es5.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
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1h
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 AUG 14 2018
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal ; {
waters, and any coastal wetlands landward of the MHW or NHW lines. �•
a Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MI-IW (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.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist, (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage casements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Ve etated buffers (where re uired)
p• g q - Copy of any applicable soils report with the associated SHWT elevations (Please identify nd!14-
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 5H W1' prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: 03316 Page No: 0018
For corporations and limited liability corporations (LLC): Provide documentation from the
Secretary of State or other official documentation, which supports the titles and positions he
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.10031
The corporation or LLC must be listed as an active corporation in good standing with the N
Secretary of State, otherwise the application will be returned.
http://www.secretaLT.state.nc.us/Corporations/`CSearch.asl2
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/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:. Phillip Norris, P.E.
Consulting Firm: Norris &_'Tunstall Consulting Engineers, P.C.
Mailing Address:1429 Ash -Little River Road
City: Asti
Phone: k9LIQ 287-5900
l�-rnail:[e-mail]
State:NC Zip:28420
Fax: (910 ) 287-5902
,i
AUO 1 Oi
BY:
Form SVJU-101 Version Oct. 31, 2013 Page 5 of 7

IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Yhehzkie Elia , Managing Member of HT of Ocean
Isle Beach LL certify that 1 own the property identified in this permit
application, and thus give permission to (print or type name of person listed in Contact Information, item 1 a) Rudy L.
Pittman 1 Managing Member with (print or type name of organization listed in
Contact Information, item 1a) Par 5 Development Group, LLC 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.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back.
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
4--
Date: 1-LV .__j
I, V-6— V-JA Lit a a Notary Public for the State of �oul rQ"County of
r
do hereby certify that�j L`���_Q.es personally appeared
before me this day of Ztw and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
Frank H. DuRant
Notary Public for South Carolina
My Commission Expires May 24, 2026
SEAL
My commission expires S�'�-Y `
f, AUG 14 2018
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

i �. - � _
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X. APPLICANT'S CERTIFICATION
I, (printor type name of person listed in Contact Information, item 1a) Rudy L. Pittman, Managing Member _
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1Q00 and any other applicable state stormwater requirements.
Signature: Date: =rz-14�1-e
I, JeNWjCtR 11aleS K R. a Notary Publicforthe State of 1194h eQlzDi lr lGi� County of
9�CooFZe do hereby certify that �V ��-• t�l 4`�"h'!O�iJ _ personally appeared
before me this fD-Wday oflA_�, 2O Ja and knowledge t e due execution of the application for
Witness my hand and official seal,
a stormwater permit.
SEAL
My commission expires Q a �- '5cai _
PP
A
Form SWU-101 Version Oct. 31, 2013 Page 7 of

Permit Number SW8180805
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
christine.hall
Coastal SWRule
Coastal Stormwater - 2017
Permitted Flow
Facility
Facility Name
Dollar General Sunset Beach
Location Address
400 Sunset Blvd
Sunset Beach NC 28468
Owner
Central Files: APS _ SWP _
5/14/2020
Permit Tracking Slip
Status
Project Type
Active
Major modification
Version
Permit Classification
1.10
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
LOwe Owner Type
Development Group LLC,LJ ( w Non -Government
f 1 Owner Affiliation
Rudy L. Pittman
5�
Dates/Events lS{ 2075 Juniper Lake Rd
Yam_ West End NC 27376
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/29/2018 4/2/2020 5/12/2020 5/12/2020
Regulated Activities Requested /Received Events
State Stormwater - Off -site
Outfall
Waterbody Name Streamindex Number Current Class Subbasin