SW8970233_CURRENT PERMIT_20210927

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 a 0 33
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oli pcyn
YYYYMMDD

ROY COOPER
Govemar
ELIZABETH S. BISER
Secretary
rt"=
September 27, 2021
Ample Storage Lake Worth, LLC
Attn: Guy Lampe, Manager
P.O. Box 608
Smithfield, NC 27577
Subject. Permit Renewal
State Stormwater Management Permit No. SW8 970233
Sunset Beach Mini Storage
Brunswick County
Dear Mr. Lampe:
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development approval issued
by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which was current
and valid at any point between January 1, 2008, and December 31, 2010. The law extended the effective period of any
stormwater permit that was set to expire during this time frame to three (3) years from its current expiration date. On
August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for a total of four (4) years
extension.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on September 7, 2021. The Division is hereby notifying you that permit SW8 970233 has been
renewed on September 27, 2021, and shall be effective until April 6, 2028, which includes all available extensions.
For your records, please find enclosed a renewed, updated, and re -issued permit and a copy of the renewal application.
Please keep this permit on file at all times. Please note that the renewed, updated, and re -issued permit does not impose
new or different temis; it merely restates some of the previous terms to provide you with a better understanding of your
obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on April 6, 1998 and most recently
modified on March 2, 2016, will remain in full force and effect in accordance with the regulations set forth in Title i SA
NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely, �
CRC �IA
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
D E QJ- North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
512 North Salisbury Street 1 1612 Mail Service Center I Raleigh North Carolina 27699-1612
919.707.9200

State Stormwater Permit No. SW8 970233
Page 2 of 2
Enclosures:
DES/ams:
Attachment C — Permitting History
Renewal Application Documents
%Stormwater\Permits & Projects\1997\970233 HD\2021 09 permit 970233
cc: NCDEQ-DEMLR Wilmington Regional Office
D_EQ�
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
512 North Salisbury Street I t612 Mail Service Center I Raleigh North Carolina 27699-1612
919.707.9200

State Stormwater Management Systems
Permit No. SW8 970233
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Ample Storage Lake Worth, LLC
Sunset Beach Mini Storage
NC Highway 904, Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond and one (1) constructed
wetland in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211, as
applicable, (hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and
considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until April 6, 2028, and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.8 and 1.9 of this permit. The runoff from all built -upon area within the
permitted drainage areas of this project must be directed into the permitted stormwater control
measures. The stormwater control measures labeled A and B have been designed to handle
the runoff from 162,187 and 29,771 square feet of built -upon area, respectively.
3. The maximum built -upon area allowed for the entire project is 191,958 square feet.
4. The drainage areas will be limited to the amounts of built -upon area indicated in Sections 1.2,
1.8, and 1.9 of this permit, and per approved plans. This permit does not provide any allocation
of built -upon area for future development.
5. Within the project area subject to Session Law 2008-211, a 50' wide vegetative buffer must be
provided and maintained adjacent surface waters, measured horizontally from and
perpendicular to the normal pool of impounded structures, the top of bank of both sides of
streams and rivers and the mean high water line of tidal waters.
A vegetated filter strip is not required for the wet detention pond as it has been designed for a
90% total suspended solids removal efficiency.
Page 1 of 6

State 8tnrnlw/aterManagement Systems
Permit No. SW8 970233
All runoff being directed into (natural) wetlands shall flow into and through those wetlands at a
non'enosivava|ociiy.
8. The following design criteria have been permitted for the wet detention pond and it must be
provided and maintained ot the design condition:
FOOS wv� i.
0
41,383
120,804
1.0
15,153
8.16
0.09
o,WaKUffiIF.d—untfifflIHff'
1/6
15-25-2-2
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 970233
9. The following design criteria have been permitted for the constructed wetland and it must be
provided and maintained at the design condition:
�SDAB
c. Drainage Any, acres:
1.12
Onsite, subject to 1995 rules, ftz:
47,510
Onsite, subject to SL2008 2t1, ft2:
1,,51
Ofisite, ftz:,:
0
d. Toiaf Impervious -faces, ftz:
29,771
Onsite, subject to 1995 rules, ftz:
28,408
Onsite, subject to SL200&211, ftz: < `.
1,363
Offsite, ft;: ti°
0
c�Pond'm!D �th�inches:+ Wit% °%.
12.0
d De'sign Storm, inches
sutiject to 1995 rules ftzr'j ,
1.0
subject to SL 2008-2,1r1 E t ; •
1.5
e'IIP.UffWentiP.00llElevato—n FMSL: , i�ii.,
40.0
f. Total Pemutted Wetland Surface AieS n
3,158
Pool Area fore ortron ft?:'
316
qrR Pool Area non-forebay�porbon; ft?:
316
S_➢ow UVater Area ft; 'u
1,263
Shallow Land Afeaftz� :r-
1,263
P,.ertnitted►T.em o Stoia bNW61ume ft3:
2,734
h.�T,6ffiiT fgr Sto a Elevat bhil,FMSE-.-,
410
iP,rde'v'i$ r:24lhrd ""�"e,rate?crs>,
0.20
fContr'olli Qrifice . ;
0.75
FiOrifiix{flowrate�iofs;� :a
0.01
I Planting Plan ;t�
FSlFeirrubabsce'ousPlants
600
00o#�$epl�
a
m.:R&%ivinStream*/'RNer'Basin
Saw Pit Swam /Lumber
n. StniiffdeztNumber. -1,
15-25-2-2
orea
Classificationof Water Body: "'
C, Sw
II. SCHEDULE OF COMPLIANCE.
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. If the stormwater system is used as an Erosion Control device, it
must be restored to design condition prior to operation as a stormwater treatment device, and
prior to occupancy of the facility.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at design condition. The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 970233
5. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
c. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
6. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications must
be noted on the Certification. A modification may be required for those deviations.
9. All stormwater collection and treatment systems must be located in either public rights -of -way,
dedicated common areas or recorded easements. The final plats for the project will be
recorded showing all such rights -of -way, common areas and easements, in accordance with
the approved plans. Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times.
10. Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on -site
stormwater system complies with the permit conditions. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 970233
11. 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 revised plans and certification in
writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
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.
The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction. Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to
enforcement procedures pursuant to NCGS 143-215.6.
3. If the facilities 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 on -site stormwater systems. These additional or
replacement measures shall receive a permit from the Division prior to construction.
4. Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121,
5. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
C. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission, however, these actions do
not stay any permit conditions.
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 970233
Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee.
10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
11. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed, updated and reissued this the 27th day of September 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, ror
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
Sunset Beach Mini Storage
Permit No. SW8 970233
Approval
Permit
BIMS
Description of the Changes
Date
Action
Version
4/6/1998
Original
10
Approval
10/28/2015
Renewal
2.0
In BIMS not on G Drive
Transfer SL 2013-121; The successor -owner of the
property has submitted a written request for the transfer
of the permit. Reference is made to the attached signed
Name/Ownership Change Form; The original permit
holder, Kenneth Bridges and 904 Storage, Inc., was
lawfully and finally divested of title to the property on
which the permitted activity is occurring; The successor-
1 l/2/2015
Transfer
2.1
owner holds title to the property on which the permitted
activity is occurring. Reference is made to the deed
recorded on June 16, 2014 in DB 3536 PG 0923 from
Sunset Beach Mini Storage, LLC to Ample Storage Lake
Worth, LLC; The successor owner has not proposed any
substantial changes to the permitted activity and has
agreed to submit a modification to the permit to address
the noted compliance issues.
The construction of additional built -upon area beyond
the originally approved plans. The increase in the built -
upon area and drainage area is subject to Session Law
3/2/2016
Modification
2.2
2008-211. The previously approved wet detention pond
will be converted to a constructed wetland and a new
wet detention pond will be constructed to treat the
runoff from remaining property.
9/27/2021
Renewal
3.0

ec ived
ON
Fee Paid
Permit Number
w Da3
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 970233
2. Project name: S ^s�k (�«<� M',�'. SA'"�.
3. Project street address:
City: County:
4. What, if any, changes have been made to the project as permitted?
Z/-^5 . I,-
zip: -Z- 468
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energy-
mineral-land-resources/energy-mineral-land-ruI esistormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https:/ideg.nc.gov/about/divisions/energy-mineral-land-
resourceslenergy-mineral-land-rules/stormwater-program/past-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: A r''Bu- Si'r`S< LAB loi "r16, t_Lc
2. Signing Official's Name:a-r-
3. Signing Official's Title:
4. Mailing Address: P.'- CS s x 60 8 k Al
City: Ste"),\- a.- State: Jyr- zip: tmS�3
5. Street Address: 2-'L S ?ems---k" 2 — k
City: S�,al_.k;``k State: nC- zip: I-1�11
6. Phone: (`1\`1 ) 93`I. 3yyt Email: y� � � � t�Ped <,��<r,<�t _ <-�
SEP 01 2021
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
Or 1. A permit application processing fee of $505.00 payable to NCDEQ.
/r— 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act,"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
/7 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
SEP 0 7 2021 I
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
1 G- �s L A (^ rC- , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete. n
Signature: / , � -> Date:
NOTARIZATION:
a Notary Public for the State of
County of do hereby certify
that L a n a personally appeared before me
this the a.,d day of �4)2P;•ct-.i)12A 20�D-1 and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
Iuuu
(Notary Seal)
Notary
My corr
gENSO
IOTA q J u
' o ..oUBL\G �;
CO
1 5 �y2STON....... `
"un1r N...
��tC� ffiiGl:�,
SEP 0 7 2021
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

PermitNumber:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet'detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once VE
within 24 hours after every storm event greater than 1.0 inches (or 1.5 h r in a
Coastal County). Records of operation and maintenance should be ke a wnisoft
location and must be available upon request. BY:_
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
I
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems,
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
EC EIVE
FEB 16 2016
Form SW401-Wet Detention Basin O&M-Rev.4 _„ Page 2 4

m
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 55:6 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal .35 1 Pe anen Pool
Elevatio
Form SW401-Wet Detention Basin O&M-Rev.4
Bott
om
Permanent Pool Elevation 40.5
-------------- -- Volume Sediment Removal Elevation 34.9
edeivE
M
Volume
34 -ft Min. ----------------------------- ------------
------
Sediment Bottom Elevation 33.9
1-ft n
Storage
Sedimet
Storage
FOREBAY MAIN POND
AR a 9 2ata
BY: Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Sunset Beach Mini Storage
BMP drainage area number:
Print name:Guy Lampe
Address:PO BOX 608 Smithfield NC 27577
Date: i - ! , z - : G
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, L&) r e I �`�Pv�5c51 %a-, S , a Notary Public for the State of
County of _�, ;t��� tz �� do hereby certify that
Y personally appeared before me this J
day of I , and acknowledge the due execution of the
wet detention basin maintenance requirements. Witness my hand and official
SEAL E `p
My commission expires .� O,9 C7 FEB Y g 2096
BY:
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element. ',' ;.'`"'
Potential ioblems' a`'. a ,'
`'How I will reinediate the"ioblenr:
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable).
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
Form SW401-Wetland O&M-Rev.4
FEB 16 2016 0
BY. a f 3

Permit Number:
(!o be provided by DWQ)
BMP element s m.z
PoteritiaY rolilem:., =- " j
How`l,will;remediite the Oreobl6r!` ,
Forebay
Sediment has accumulated in the
Search for the source of the sediment and
forebay to a depth that inhibits the
remedy the problem if possible. Remove
forebay from functioning well.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
Deep pool, shallow water
Algal growth covers over 50% of the
Consult a professional to remove and
and shallow land areas
deep pool and shallow water areas.
control the algal growth.
Cattails, phragmites or other invasive
Remove invasives by physical removal or
plants cover 50% of the deep pool and
by wiping them with pesticide (do not
shallow water areas.
spray) - consult a professional.
Shallow land remains flooded more
Unclog the outlet device immediately.
than 5 days after a storm event.
Plants are dead, diseased or dying.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices.
plant health.
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
pools.
where it will not cause impacts to streams
or the BMP.
Embankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment.
the tree.
An annual inspection by appropriate
Make all needed repairs.
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present.
or beavers.
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage have
Contact the NC Division of Water Quality
occurred at the outlet.
401 Oversight Unit at 919-733-1786.
FEB El
2016
Form SW401-Wetland O&M-Rev.4 e 2 of 3
BY:

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name: Sunset Beach Mini Storaee
BMP drainage area number:2
Print
Address:PO BOX 608 Smithfield NC 27577
Signature:
Date:
-Z— / Z�/c
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
1, L_cz,ur P I 1 rJ t acs a Notary Public for the State of
%( C County of �,� l t�`� do hereby certify that
C. u Law, c,51 - personally appeared before me this day of
'r-e.h .j11. , and acknowledge the due execution
forgoing
r oing stormwater wetland
maintenance requirements. Witness my hand and official se ,
` ��aENSON ;
Q.
J: OTAR t-
U_
SEAL
My commission expires 'N O-0 d 0
FECEiVE
FEB 16 2016
BY:
Form SW401-Wetland O&M-Rev.4 Page 3 of 3

o'
®fin
NCDENR
Project name
Conrad person
Phone number
Date
Drainage area number
Permit No. .l W D 1 1 0a33
(to be provN by DKQ)
A r
OrOF W fgO
y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o c
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad 111) must be printed, filled out and submitted along with all of the required information.
910.791.4441- +.,'.
2012016 -
Sunset Beach Mini Storage
Howard ResnlK PE--
II!IDESIGNI INFORMATION
Site Characteristics
Drainage area ;.- i9"6,3sa:.ft�—41,3i3 sib I"; 159.470 sF �x QE5'
Impervious am, post -development! . 162,187Tfe — qV, 385 A @ l ei )a(),-j'py yQ p j'S -
%impervieus 82.60 %
Design rainfall depth 1.0 1.5' in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr storm peak flaw required?
1-yr. 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flaw
PrefPost 1-yr, 24-hr peak flaw control
Elevations
Temporary pod elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sedimentcleaneut, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pod?
Elevation of the top of the additional volume
17,814',ft
18,883A; ft OK volume provided is equal to or in excess of volume required.
y 71(YorN)
3.81in
! 0.20,(unibess)
1. r'..:.. 0.82'(unifless)
i 0.16'. iNhr OK
8.16 ftsfsec
13.25 ft /sec
5.09 ft lsec
41.50'.fmsl
- 40.50. fmsl
I, -- 41'.00;fmsl
41.00 fins!
I _ 40.00 hnsl
34.90: fmsl
.,33.90.frnsl
1.00 it
nI(Y or N)
. •.. Jfmsl
MAR e 12015
BY:
Forth SW401-Wet Detention Basin-Re,941e/12 Parts I. a II. Design Summary, Page 1 or 2

Pennit
(to be provided by DWQ)
IL DESIGN INFORMATION :. .•._.. ;�`. 2 - d'.. .-._ `i
Surface Areas
Area, temporary pod
Area REQUIRED, permanent pod
SAIDA ratio
Area PROVIDED, permanent pod, A,__,,
Area, bottom of 10111 vegetated shelf, A..
Area, sediment deanout top elevation (bottom of pond), Aw. �„e
Volumes
Volume, temporary pool
Volume, permanent pod, V°p�
Volume, forebay, (sum of forebays if more than one forebay)
Forebay % of permanent pod volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option i used? (See Figure 10-2b)
Volume, permanent pool, Vp,,,,
Area provided, permanent pod, A°a _p,
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pod, A°°,r,�
Area, bottom of 10ft vegetated shelf,
' •", 21,092 fe
13,352 ft
r r`6.80. (unitless)
3 7., 15,15311 OK
:.11,836,ft
{ '3,590€ft'
-. 18,8dfP OK
j- 45,015f1'
9,455,I ft
21.0% % OK
y -i(Y or N)
6.80 (unitless)
-'(Y or N)
45,015 ft
15,153 fl
It
�fit
,Y ,,. i(YaN)
15,153 ft
11,836 ft
Need 3 It min.
Area, sediment deanout, top elevation (bottom of pond), A,,„
3,590 ft
"Depth" (distance bFx bottom of 10ft shelf and top of sediment)
5.10 It
Average depth calculated
3.77ift OK
Average depth used in SAIDA, d„, (Rand to down to nearest 0.511)
I -: . '. 4.D.ft OK
Drawdown Calculations
Drawdown through orifice?
_ __
( y :(Y or N)
Diameter of orifice (if circular)
'.'; 2.50. in
Area of onfica (ifmonarcular)
1
' in
Coefficient of discharge (Co)
! -� 0.60.(unitless)
Driving head (H°)
i '^ 0.33.It
Drawdown through weir?
i..'- .::- '(YaN)
Weir type
i(unitless)
Coefficient of discharge(C.)
(.__. ;.:'!(unidess)
Length of weir (L)
If
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
8Si61 ft'/sec
Post -development 1-yr, 24-hr peak flax
-13.25; fl1/sec
Storage volume discharge rate (through discharge orifice or weir)
I:- 0.09'fl'/sec
Storage volume dmwdown time
2 32�days OK draws darn in 2-5 days
Additional Information
Vegetated side slopes
_
!-..�_-- - TA
OK
Vegetated shelf slope
- 10::1
OK
�L'��r
Vegetated shelfwidth
�: 10.0It
OK
G Vr3
Length offlowpath to width ratio
Length to width ratio
- 3:1
1 3.0.:1
OK
OK
phRi
MI�Ip8 9 gg11'
[0
Trash rack for overflow 8 orifice?
(.._?._. y ;,::((Y or N)
OK
Freeboard provided'31.0ift
OK
Biz
Vegetated filter provided?
- n ,.-: I(YcrN)
OK
Recorded drainage easement provided?
1 = .. y,' j,-, J (Y a N)
OK
Captures all runoff at ultimate buildout?
y (YaN)
OK
Drain mechanism for maintenance or emergencies is
portable pump
Form SW401-Wet Detention Bash -Rev. i lM2 Pens 1. a II. Design Summery, Page 2 of 2

Permit
(to be provided by DWO)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
#f �.
��(, DAl
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system;
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
/ G 3
2. Partial plan (1' = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
3
3. Section view of the wet detention basin (1' = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
0-t 3
4. It the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
lr%S •
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
'l
f
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
f
7. The supporting calculations.
±�e (
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
rr rc.
A/
9. A copy of the deed restrictions (if required).
('_4 (c,
10. A soils report that is based upon an actual field investigation, soil borings, iff bestsn aClf gN�
L
soil maps are not an acceptable source of soils information. ®�!
FEB 16 2016
15Y:_
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III. Required Items Checklist, Page 1 of 1

41 q 7oa33
AT- 0�04 WAr,9.9
NCDENR
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
rrojea name
Contact name
Phone number
Date
Drainage area number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-1ir intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non -SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary poollponding depth (D,,)
Drawdown time
Diameter of orifice
Coefficient of discharge (Co) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
Beach Mini Storage - -
Resriik, PE''- '
I-W11 _..
y2s 2016r,
'= 4$873:OO:ft2
29,771.00.fe
60.9% %
inch
- i7510 S�C� Ire; 1,31a3
- aB, yob sC I,; (,3to3
r:.-3.8`°
in
. 0.16'j
'iin/hr
r ` 0.20
;'ft'/sec
::- 0.66,:..`;:
W/sec
0.46
ft'/sec
734.00; ft3
KI
ECEIVE
MAR 01 2016
OK BY:
OK
n
Provide calculations to support this driving head.
Form SW401-Wetland-Rev.6-11116109 Parts I and It. Project Design Summary, Page 1 of 3

J
Surface Areas of Wetland Zones
Surface Area of EnBre Welland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6' of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability <0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubic-inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic-inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+cubic-inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+cubic-inch)
I 3,1 88.00f2
I . 1,263.00 ftz
40% %
( 1',263.00V
40% %
I - 7316.dO fl,
10% %
.316.00if?
10% %
3,158.00 ftz
0.00 ftz
F�':`�-�;._41A01ft amsl
r 40.00;ft amsl
I - 39.50;ftamsl
! 40.00tt amsl
._ 38,00;ftamsl
! }- y (YorN)
I 39,Mft amsl
'in
OK
OK
OK
OK
OK
OK
M
12.00 in OK
M
OK
OK ECEIVE
8 MAR092016
BY:�_
280
Higher density is required.
More required if not planting shrubs or trees.
Form SW401-Wetland-Rev.6-11/16/09 Parts I and N. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
y , (Y or N)
OK -
Does project drain to SA waters? If yes,
- -hr' ` -''(Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
;rft
Are calculations for supporting the design volume provided in the
t y (Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
y , ,(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
y j(Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
,
The length to width ratio is:
3.61 :1
OK
Approximate welland length
t-`--130.001ft
Approximate wetland width
-,; 36.001ft
Approximate surface area using length and width provided
4,680.00 It'This
approx. surface area is within this number of square feetof
the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
I'7—"' y,.7r_,.>(Y or N)
OK
FOGIVE
MAR 8 12018
BY. -
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWQ)
AC REQUIRED ITEMS'CHECKUST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials
Pagel Plan
Sheet No.
I/ �e
V
EC (r DF} ( 1.
Plans (1'- 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
E 7 96 2.
Plan details IV = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable),
Overflow device, and
Boundaries of drainage easement.
,�. 3. Section view of the wetland (1' = 20' or larger) showing:
Side slopes, 3:1 or lower
Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
Ec3 4. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
5. A construction sequence that shows how the wetland will be protectsr
eREugtd Ikea .t:.
drainage area is stabilized. I� i NIA
KYt 4f(cS. 6. The supporting calculations (including drawdown calculations). EB 9 S TO�6
c in-� 7. A copy of the signed and notarized operation and maintenance (0&M)EkVreement
_kk 8. A copy of the deed restrictions (if required).
lA (C5 - 9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not an
acceptable source of soils information.
SW401-Wetland-Rev.6-11/16/09 Part III, page 1 of 1

Sunset Beach Mini Storage
Stormwater Permit No. SW8 970233
Brunswick County
Designer's Certification
/ (�jtvv�S.JP�
State Stormwater Management Systems
l� ^ Permit No. SW8 970233
Page 1 of 2
I, Howard Resnik , as a duly registered professional engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
Sunset Beach Mini
(Project)
for Ample Storage Lake Worth, LLC (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
CAR�i��i
S/o .EA
�y
.� ._
Signature a 025483L
Registration Number NC PE # 02548�371GINEKlg\l�
Date
MAY 0 7 201' jl
BY:._ _— --
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 970233
Certification
Requirements: Page 2 of 2
9L1.
The drainage area to the system contains approximately the permitted acreage.
2.
The drainage area to the system contains no more than the permitted amount
of built -upon area.
6 3.
All the built -upon area associated with the project is graded such that the runoff
drains to the system.
�4.
All roof drains are located such that the runoff is directed into the system.
5.
The wetland zone elevations are per the approved plan.
//,1(6.
The wetland is located per the approved plans.
_A4,d._7.
A trash rack is provided on the outlet structure.
A. J?, 8.
All slopes are grassed with permanent vegetation.
_40if, 9.
Vegetated slopes are no steeper than 3:1.
f��e, 10.
The inlets are located per the approved plans and do not cause short-circuiting
of the system.
911.
The permitted amounts of wetland zone surface area and volume have been
provided.
1/1912.
Required drawdown devices are correctly sized and located per the approved
plans.
&7,13. All required design depths are provided.
14. All'required parts of the system are provided.
15. The required number of wetlands plantings have been provided.
cc: NCDEQ-DEMLR Regional Office
Brunswick County Building Inspections
Page 8 of 8