SW8990224_HISTORICAL FILE_20190611

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 qq 02 -LLA
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2q 0�p 1 I
YYYYMMDD

ROY COOPER
Governor
MiCHAEL S REGAN
secretary
S DANIEL SMITH
Intertm Dveclnr
June 11, 2019
NORTH CAROLINA
Environmental QuaUty
JTM Development, Inc
Arm J T Mddenberg, President
106 Live Oak Lane
Wilmington, NC 28411
Subject State Stormwater Management Permit No SW8 990224
Sentry Self Storage
High Density Project
Brunswick County
Dear Mr Mildenberg
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on June 7, 2019 Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H 1000 effective January 1, 2017 We are forwarding modified Permit No SW8 990224 dated June 11, 2019,
for the construction, operation and maintenance of the stormwater control measures (SCMs), built -upon areas,
as well as the stormwater collection system and/or vegetated conveyance system associated with the subject
project Please replace the previously approved plan sheets with the attached modified and approved versions
Please replace the previous application (SWU-101), Wet Pond supplements, and Operation and Maintenance
Agreements with the attached modified versions
This permit shall be effective from the date of issuance until August 14, 2021 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required Please pay special attention to the permit conditions regarding the operation and maintenance of the
SCMs, stormwater collection system, and/or vegetated conveyances, the limitation of built -upon area,
modification of the project, the procedures for changing ownership of and/or transferring the permit, and the
need to renew the permit Please also pay attention to the permit conditions that requires the recordation of
deed restrictions and protective covenants, easements, and the maintenance agreement, which must all be
provided along with certification upon completion of the project Failure to comply with these requirements
will result in future compliance problems
Please refer to Attachment C for a detailed description of the current proposed major modification and a list of
all the past modifications approved during the effective period of the permit
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 OA14 within thirty (30) days of receipt of this permit You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service
Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www NCOAH com Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact Garrett Zorda
in the Wilmington Regional Office, at [phone] or via email at garrett zorda@ncdenr gov
Sincetely,
3 S Daniel Smith, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures Attachment A — Certification Fortes
Attachment C — Permitting History
Application Documents
North Carolina Department of Environmental Quality I Division of Energy Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
9107967215

State Stormwater Permit No S W8 990224
Page 2 of 2
GDS/gdz %Sto mwater\Per¢uts & Projects\ 1999\990224 HDUO19 06 permit 990224
cc 1 Christian Russell PE, East Coast Engineering & Surveying
Brunswick County Engineering
Wilmington Regional Office Stormwater File

State Stormwater Management
Permit No SW8 990224
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
JTM Development, Inc
Sentry Self Storage
4711 Southport -Supply Road, Bolivia, Brunswick County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds ("stormwater control
measures' or "SCMs") in compliance with the provisions of Title 15A NCAC 2H 1000 effective
January 1, 2017 (the "stormwater rules") and the approved stormwater management plans,
application, supplement(s), specifications, and other supporting data (the "approved plans and
specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this permit
This permit shall be effective from the date of issuance until August 14, 2021 and shall be subject to
the following specified conditions and limitations
I DESIGN STANDARDS
This permit is effective only with respect to the management and volume of stormwater
described in the approved plans and specifications The maximum amount of built -upon area
(BUA) allowed for the entire project is 644,722 square feet
The drainage area(s) for the on -site stormwater system(s) will be limited to the amount(s) of
built -upon area indicated in this permit and the approved plans and specifications The runoff
from all built -upon area within the permitted drainage area(s) of this project must be directed into
the permitted stormwater control measure(s) The stormwater control measures labeled
Drainage Area #1, Drainage Area #2, and Drainage Area #3 have been designed using the
runoff treatment method to handle the runoff from 408,555, 141,233, and 94,934 square feet of
built -upon area, respectively The built -upon area for future development within the drainage
areas labeled Drainage Area #1, Drainage Area #2, and Drainage Area #3 is limited to 15849, 0,
and 5,000 square feet, respectively
3 A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures, from the
top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters,
perpendicular to the shoreline in accordance with the stormwater rules and the approved plans
and specifications
4 BUA may not be added to the vegetated setback except as shown on the approved plans or in
the following instances where the BUA has been minimized and channelizing runoff from the
BUA is avoided
i Water dependent structures, and
u Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere
Page 1 of 4

State Stormwater Management
Permit No SW8 990224
The stormwater control measure(s) is(are) permitted based on the design criteria presented in
the sealed, signed and dated supplement(s) and as shown in the approved plans and
specifications This (These) stormwater control measure(s) must be provided and maintained at
the design condition The approved supplement(s) is(are) incorporated by reference into this
permit
The peak flow from the 10-year storm event shall not cause erosion downslope of the
stormwater outlet discharge point
Decorative spray fountains will be allowed in the stormwater treatment system if documentation
is provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes
When using a wet pond for irrigation, it is recommended that some water be maintained in the
permanent pool, the vegetated shelf is planted with appropriate species that can handle
fluctuating conditions, and human health issues are addressed
9 The SCM landscape planting plan shown in the approved plans shall be followed in its entirety
during construction After the plants are established, the operation and maintenance agreement
must be followed
II SCHEDULE OF COMPLIANCE
1 The project and SCM(s) shall be constructed, operated and maintained in accordance with the
conditions of this permit and the approved plans and specifications
2 The on -site stormwater system shall be entirely constructed, vegetated, and operational prior to
the construction of any development within the drainage area, per the approved plans and
specifications
3 During construction, erosion shall be kept to a minimum and any eroded areas of the on -site
stormwater system will be repaired immediately 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
4 All stormwater control measures, 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
5 The permittee shall provide and perform the operation and maintenance necessary, as listed in
the signed Operation and Maintenance Agreement, to assure that all components of the
permitted on -site stormwater system functions at the approved design condition The approved
Operation and Maintenance Agreement is incorporated by reference into this permit and must
be followed in its entirety and maintenance must occur at the scheduled intervals
6 The operation and maintenance agreement must be recorded with the Office of the Register of
Deeds
7 Records of maintenance activities must be kept and made available upon request to authorized
personnel of the Division The records will indicate the date, activity, name of person performing
the work and what actions were taken
8 The final plats for the project must be recorded with the Office of the Register of Deeds The
recorded plat must reference the Operation and Maintenance Agreement and must also show all
public rights -of -way, dedicated common areas, and/or permanent drainage easements, in
accordance with the approved plans
9 The permittee is responsible for verifying that the proposed built -upon area for the entire protect
does not exceed the maximum allowed by this permit
Page 2 of 4

State Stormwater Management
Permit No SW8 990224
10 Upon completion of the project, the permittee shall determine whether or not the protect 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,
u A copy of the recorded maintenance agreement,
ui 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
11 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
stormwater control measures, built -upon area, details, etc
b Redesign or addition to the approved amount of built -upon area or to the drainage area
c Further development, subdivision, acquisition, lease or sale of any, all or part of the protect
area as reported in the approved plans and specifications
d Altering, modifying, removing, relocating, redirecting, regrading or resizing of any
component of the approved stormwater control measure, stormwater collection system
and/or vegetative conveyance system shown on the approved plan
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
12 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
13 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 protect and the on -site
stormwater system complies with the permit conditions Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer Records of maintenance activities
performed to date may be requested
III GENERAL CONDITIONS
1 Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21
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
Page 3 of 4

State Stormwater Management
Permit No SW8 990224
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 protect,
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 protect, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit
7 The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted protect
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
9 Approved plans, application documents, supplements, calculations, operation and maintenance
agreement, and specifications for this protect 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 modified and reissued this the 111 day of June 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Daniel gmith, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 990224
Page 4 of 4

State Stormwater Management
Permit No SWB 990224
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project
• As -Built Permittee Certification
• As -Built Designer's Certification General MDC
• As -Built Designer's Certification for Wet Detention Pond Project
A separate certification is required for each SCM These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project
Page 1 of 1

State Stormwater Management
Permit No SW8 990224
AS -BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my
signature below, that the protect meets the below listed Final Submittal Requirements found in NCAC
02H 1042(4) and the terms, conditions and provisions listed in the permit documents, plans and
specifications on file with or provided to the Division
eCheck here if this is a partial certification Section/phase/SCM #?.
Check here if this is part of a Fast Track As -built Package Submittal
Printed
Signatu
I, , a Notary Public in the State of
County of
do hereby certify that
personally appeared before me this day of
20
and acknowledge the due execution of this as -built certification (SEAL)
Witness my hand and official seal
My commission expires
Permlttee's Certification NCAC 1042(4)
COP�d� d f
N/A
A. DEED RESTRICTIONS / BUA RECORDS
1 The deed restrictions and protective covenants have been recorded
Y or N
and contain the necessary language to ensure that the project is
maintained consistent with the stormwater regulations and with the
permit conditions
2 A copy of the recorded deed restrictions and protective covenants
Y or N
has been provided to the Division
3 Records which track the BUA on each lot are being kept (See Note
Y or N
1
B. MAINTENANCE ACCESS W
1 The SCMs are accessible for inspection, maintenance and repair
Y or N
2 The access is a minimum of 10 feet wide
Y or N
3 The access extends to the nearest public right-of-way
Y or N
C. EASEMENTS 11
1 The SCMs and the components of the runoff collection / conveyance
Y N
system are located in recorded drainage easements
or
2 A copy of the recorded plat(s) is provided
Y or N
D SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that
Y N
have an SCM Include the followln
or
1 The specific location of the SCM on the lot
Y or N
2 A typical detail for the SCM
Y or N
3 A note that the SCM is required to meet stormwater regulations and
that the lot owner is subject to enforcement action as set forth in
Y N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
or
without prior approval
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1 The O&M Agreement is referenced on the final recorded plat
Y or N
2 The O&M Agreement is recorded with the Register of Deeds and
Y N
appears in the chain of title
or
Page 1 of 6

State Stormwater Management
Permit No SW8 990224
F. OPERATION AND MAINTENANCE PLAN — maintenance records are
being kept In a known set location for each SCM and are available for
Y or N
review
G. DESIGNER'S CERTIFICATION FORM — has been provided to the
Y N
Division 11
or
Note1- Acceptable records include ARC approvals, as -built surveys, and county tax records
Provide an explanation for every requirement that was not met, and for every "N/A" below Attach
additional sheets as needed
Page 2 of 6

State Stormwater Management
Permit No SW8 990224
AS -BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the protect named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed General MDC found in NCAC 02H 1050 in
accordance with the permit documents, plans and specifications on file with or provided to the
Division, except as noted on the "AS -BUILT" drawings, such that the intent of the stormwater rules
and statutes has been preserved
Check here if this is a partial certification Section/phase/SCM #?
Check here if this is a part of a Fast -Track As -Built Package Submittal per 1044(3)
Check here if the designer did not observe the construction, but is certifying the protect
Check here if pictures of the SCM are provided
Printed
Name Signatu
NC Registration
SEAL
City/State/ZIP
Phone Number
Consultant's Email address
Consultant's Mailing Address
OO Circle N if the as -built value differs from the Plan If N is circled, provide an explanation on Page 2
OO N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this SCM or protect
Consultant's Certification NCAC 1003((3) & General MDC
OO AS -built
ON/E
®N/A
1050
TREATMENT REQUIREMENTS
1 The SCM achieves runoff treatment
Y or N
2 The SCM achieves runoff volume match
Y or N
3 Runoff from offsite areas and/or existing BUA is
Y or N
bypassed
4 Runoff from offsite areas and/or existing BUA is directed
Y or N
into the permitted SCM and is accounted for at the full
build -out potential
5 The protect controls runoff through an offsite permitted
Y or N
SCM that meets the requirements of the MDC
6 The net area of new BUA increase for an existing protect
Y or N
has been accounted for at the appropriate design storm
level
7 The SCM(s) meets all the specific minimum design
Y or N
criteria
B VEGETATED SETBACKS / BUA Y
Page 3 of 6

State Stormwater Management
Permit No SW8 990224
1 The width of the vegetated setback has been measured
Y or N
from the normal pool of impounded waters, the MHW
line of tidal waters, or the top of bank of each side of
rivers or streams
2 The vegetated setback is maintained in grass or other
Y or N
vegetation
3 BUA that meets the requirements of NCGS 143-214 7
Y or N
b2 2 is located in the setback
4 BUA that does not meet the requirements of NCGS 143-
Y or N
214 7 (b2)(2) is located within the setback and is limited
to
a Publicly funded linear projects (road, greenway
sidewalk)
b Water -dependent structures
c Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5 Stormwater that is not treated in an SCM is released at
Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow
OO As -built
OWE
ON/A
C STORMWATER OUTLETS —the outlet handles the peak
Y N
flow from the 10 year storm with no downslo erosion
or
D VARIATIONS
1 A variation (alternative) from the stormwater rule
Y N
provisions has been implemented
or
2 The variation provides equal or better stormwater control
Y N
and equal o"be r rotec'ton of surface waters
or
E. C MPLIANCE THER REGULATORY PR S
Y N
has been met it
or
F SIZING -the volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle the required
Y or N
storm depth
G CONTAMINATED SOILS — infiltrating SCM's are not ;
Y or N
located in or on areas with contaminated sods
H. SIDE SLOPES
1 Vegetated side slopes are no steeper than 3H 1V
Y or N
2 Side slopes include retaining walls, gabion walls, or
Y or N
other surfaces that are steeper than 3H 1 V
3 Vegetated side slopes are steeper than 3H 1V (provide
Y or N
supporting documents for soils and ve etation
I. EROSION PROTECTION 11
1 The inlets do not cause erosion in the SCM
Y or N
2 The outlet does not cause erosion downslope of the
Y or N
discharge point during the peak flow from the 10 year
storm
J. EXCESS FLOWS —An overflow / bypass has been
Y N
provided
or
K. DEWATERING —A method to drawdown standing water has
Y or N
been provided to facilitate maintenance and inspection
L. CLEANOUT AFTER CONSTRUCTION — the SCM has been
Y or N
cleaned out and converted to its approved design state
M. MAINTENANCE ACCESS
1 The SCM is accessible for maintenance and repair
Y or N
2 The access does not include lateral or incline slopes
Y or N
>3 1
N. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) —
The designer is licensed under Chapters 89A, 89C, 89E, or
Y or N
89F of the General Statutes
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "WE",
below Attach additional pages as needed
Page 4 of 6

State Stormwater Management
Permit No SWB 990224
AS -BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets all of the MDC found in NCAC 02H 1053, in accordance with
the permit documents, plans and specifications on file with or provided to the Division, except as
noted on the "AS -BUILT" drawings, such that the intent of the stormwater rules and the general
statutes has been preserved
Check here if this is a partial certification Section/phase/SCM #?
Check here if this is part of a Fast -Track As -Built Package Submittal per 1044(3)
Check here if the Designer did not observe the construction, but is certifying the project
Check here if pictures of the SCM are provided
Printed
NC Registration
Number
SEAL
Signature
Consultant's Mailing Address
City/State/ZIP
Phone Number
Consultant's Email address
OO Circle N if the as -built value differs from the Plan/permit If N is circled, provide an explanation on
page 2
OO N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this project or SCM
This Certification must be completed in conjunction with the General MDC certification under NCAC
02H 1050
Consultant's Certification (MDC 1053)
OAs-built
®N/E
®NIA
A. Forebay / Depths / Fountain l
1 The available Sediment storage is consistent with the
Y N
approved plan and is a minimum of 6 in
or
2 Water flow over the forebay berm into the main pond
Y N
occurs at a non -erosive velocity
or
3 The provided Forebay Volume is 15%-20% of the main
Y N
pool volume
or
4 The Forebay entrance elevation is deeper than the exit
Y N
elevation into the and
or
5 The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted
Y or N
value?
6 Fountain documentation is provided
Y or N
B. Side slopes I Banks I Vegetated Shelf
1 The width of the Vegetated Shelf is consistent with the
Y N
approved plans and is a minimum of 6 feet
or
2 The slope of the Vegetated Shelf is consistent with the
Y N
approved plans and is no steeper than 6 1
or
C. As -built Main Pool / Areas / Volumes / Elevations ft
1 The permanent pool surface area provided is consistent
Y N
with the permitted value
or
Page 5 of 6

State Stormwater Management
Permit No SW8 990224
2
The Temporary Pool Volume provided is consistent with
Y
N
the permitted value
or
3
The permanent pool elevation is consistent with the
Y
N
permitted value
or
4
The temporary pool elevation is consistent with the
Y
N
permitted value
or
OO As -built
®N/E
OO N/A
D Inlets / Outlet / Drawdown f
1
The design volume draws down in 2-5 days
Y
or
N
2
The size of the Orifice is consistent with the permitted
Y
N
value
or
3
A trash rack is provided on the outlet structure
Y
or
N
4
Hydrologic impacts to the receiving channel are minimized
Y
N
from the 1 yr 24 hr storm discharge?
or
5
The inlets and the outlet location are situated per the
Y
N
approved plan and avoid short-circuiting
or
E. Ve
etabon
1
The vegetated shelf has been planted with a minimum of 3
Y
N
diverse species
or
2
The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or
Y
or
N
no less than 24 inches on center
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "N/E"
below Attach additional pages as needed
Page 6 of 6

State Stormwater Management
Permit No SW8 990224
Attachment C - Permitting History
Sentry Self Storage
Permit No SW8990224
A PP al
Permit Action
Vers4ion
1
Descnption of the Changes
Date
Included drainage area 1 (DA 1) with one wet pond
3/9/1999
Original
1 0
approved to handle the runoff from 348,532 square
Approval
feet of impervious area
DA1 modified to include a total of408,555 square
feet of impervious area DA 1 area increased to
541,015 square feet Pond I was designed to handle
8/14/2007
Major
Modification
I I
the increase, however, an outlet structure replaced
the earthen spillway to satisfy Brunswick Cc
requirements An Out -Parcel with an allocation of
20,000 square feet of impervious area was added
A second drainage area (DA2) and a second wet
4/21/2014
Major
1 2
pond were added Pond 2 was approved to handle
Modification
the runoff from 79,239 square feet of impervious
area
DA2 modified to include a total of 110,289 square
8/11/2016
Major
1 3
feet of impervious area Total DA2 area increased
Modification
to 149,036 square feet
DA2 modified to include a total of 141,233 square
feet of impervious area A third drainage area
6/11/2019
Major
Modification
1 4
(DA3) and a third wet pond were added Pond 3
was approved to handle the runoff from 94,934
square feet of impervious area
Page 1 of 1

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
J!oy
`v7
Applicable Rules ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - 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 form may be photocopied for use as an anginal
I GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with
specifications, letters, operation and maintenance agreements, etc )
2 Location of Project (street address)
City
:CEIVE
name on plans,
JUN 07 20
County Brunswick Zip 28422
3 Directions to project (from nearest major intersection)
From the intersection of NC211 and US17 travel 0 miles toward Southport Project located on right
approximatelXpast the main entrance to St James Plantation
4 Latitude 33' 57 15 4" N Longitude 78' 3' 45 3" W of the main entrance to the project
11 PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Reneaml Application Fonn
b If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 990224 , its issue date (if known) 04-17-14 and the status of
construction ❑Not Started ❑Partially Completed* ® Completed* `provide a designer's certification
2 Specify the type of project (check one)
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major ®Sedimentation/Erosion Control 3 42 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 Sentry Self Storage
Is the project located within 5 miles of a public airport? ❑No ®Yes
If yes, see S L 2012-200, Part VI htt12 //portal ncdenr or$/web/Ir/rules-and-regulations
form SWU-101 Version Oct 31 2013 Pagc I of 6

II,I CONTACT INFORMATION
1 a Print Applicant / Signing Official's name and htle (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the project)
Applicant/Organization ITM Development Inc
Signing Official & Title I T Mildenberg, President
b Contact information for person listed in item I above
Street Address 106 Live Oak Lane
City Wilmington State NC Zip 28411
Mailing Address (if applicable)
City
Phone (910 ) 457-7181
Email sentryselfstorageaeenc@hotmad com
State
Zip
Fax (910 ) 457-7678
Please check the appropriate box The applicant listed above is
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below )
2 a Print Property Owner's name and title below, if you are the lessee, purchaser or developer (This is the
person who owns the property that the project is located on)
Property Owner/Organization
Signing Official & Title
b Contact information for person listed in item 2a above
Street Address
City
Mailing Address (if applicable)
City
Phone ( )
Email
State
State
Fax
Zip
Zip
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 East Coast En mg eermg & Survevmn, PC
Signing Official & Title Alan C Lewis
b Contact information for person listed in item 3a above
Mailmg Address 4918 Main Street, Post Office Box 2469
City Shallotte State NC Zip 28459
Phone (910 ) 754-8029
Email alewis@eces biz
Fax ( 910 ) 754-8049
4 Local jurisdiction for budding permits Brunswick County
Point of Contact Reggie Hucks Phone # [phone]
MAY 3 0 2019 ,
Form SWU-101 Version Oct 31, 2013 Page 2 of 6 BY.

IN PROJECT INFORMATION
1 In the space provided below, bnefly summarize how the stormwater runoff will be treated
New Buildmg roof downspouts will discharge to paved roadway/parking and will dram to drop mlets and
then piped to an existing wet detention pond
2 a If claiming vested rights, identify the supporting documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUD Approval Date
❑ Valid Building Permit Issued Date
❑ Other Date
b If claiming vested rights, identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3 Stormwater runoff from this project drains to the Cape Fear River basin
4 Total Property Area 18 33 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* 18 33 acres
Total project area shall be calculated to exclude the following the normal pool of unpounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MIiW) line, and coastal wetlands landward from the NHW (or MHW) line Tlie 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 = 80 8 %
9 How many drainage areas does the project have? 3 (For high densnhit, count 1 for each proposed engineered
stormwater BMP For low density and other projects, use I for the whole properhj area)
10 Complete the following information for each drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
Receiving Stream Name
Jump & Run
Jump & Run
Jump & Run
Stream Class *
SC Sw
SC Sw
SC Sw
Stream Index Number *
18-88-9-3-2
18-88-9-3-2
18-88-9-3-2
Total Drainage Area (so
541,015
176,469
149,468
On -site Drainage Area (so
541,015
176,469
149,468
Off -site Drainage Area (so
0
0
0
Proposed Impervious Area** (so
1 408,555
141,233
1 94,934
% Impervious Area** total
76
80
1 64
Im envious`* Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (so
139,475
18,000
54,000
On -site Streets (so
233,231
12,944
35,934
On -site Parking (so
0
0
0
On -site Sidewalks (so
0
0
0
Other on -site (so
0
0
0
Future (so
15,849
0
5,000
Off -site (so
20,000
0
0
Existing BUA*** (so
0
110,289
0
Total (so
408,555
141,233
94,934
Stream Class and Index Nuniber can be determmned at http //aortal )iedenr or fw� ebfwq[ps/esi
* Impervious area is defined as the built upon area including, but not lnnuted to, buildings, roads,
sidewalks, gravel areas, etc
areas,
MAY 3 0 2019
Form SWU-101 Version Oct 31, 2013 Page 3 of 6

'Report only that union tit of existing BUA that will remain after development Do not report Huttexisting BUA that
is to be removed and which will be replaced by new BUA
11 How was the off -site impervious area listed above determined? Provide documentation
Proiects in Union County Contact DEMLR Central Office staffto check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent smrmwater requirements as per 15A NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from http //portal ncdenr org/web/wq/ws/su/bmp-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR) A complete package includes all of the items listed below A detailed application
instruction sheet and BMP checklists are available from
htto //portal ncdenr org/web/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/maps )
Please indicate that the following required information have been provided by initialing in the space provided
for each item All original documents MUST be signed and initialed in blue ink Download the latest versions
for each submitted application package from http //portal ncdenr org/web/wq/ws/su/statesw/forms
does
Initials
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
idj
Form (if required as per Part Vll below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to
htto //www envhelp org/pages/onestopexoress 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/managementfor
ZXE
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
iffE
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map
7 Sealed, signed and dated calculations (one copy)
8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including
s
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
It Identify all surface waters on the plans by dehneating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW Ime of tidal
waters, and any coastal wetlands landward of the MHW or NHW Imes
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
th 1, k f d th MHW NHW f tid 1 t
structures, a an s o streams or rivers, an a ter ) o a wa ers a
i Dimensioned property/project boundary with bearings & distances ECEI ppp 9!
En
j Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations MAY 3 0 2019
1 Details of roads, drainage features, collection systems, and stormwater control measures
in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a BY,
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
Form SWU-101 Version Oct 31, 2013 Page 4 of 6

10
11
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
o Drainage areas delineated (included in the main set of plans, not as a separate document)
p Vegetated buffers (where required)
Copy of any applicable soils report with the associated SHWT elevations (Please identify WA
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 Sods 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 far DEMLR to verify thne SHWT prior
to submittal, [phone] )
A copy of the most current property deed Deed book 3512 Page No 1174 s
For corporations and limited liability corporations (LLC) Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H 1003(e)
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
http / /www secretary state nc us/Corporations/CSearch aspxx
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 informahon)
Consulting Engineer i Christian Russell, PE
Consulting Firm East Coast En,gmeering & Surveying, PC
Mailing Address 4918 Main Street, Post Office Box 2469
City Shallotte State NC Zip 28459
Phone (910 ) 754-8029
Email crussell@eces biz
Fax (910 ) 754-8049
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact Information, item la) 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
ECEIVE
MAY 3 0 2019
Form SWU-101 Version Oct 31, 2013 Page 5 of 6
BY•

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater
treatment facility without a valid permit I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature
Date
a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission expires
X APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed nt Contact Inforinatimt, item 1 a) IT Mzldenberg
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 ecorded, at e proposed project complies with the requirements of the
applicable stor,jivA eyrules u ear IiSA �I�H/00 and any other applicable state stormwater requirements
Signature
Date 6-'38 - / 4
r, , a Nota Public for the State of )�L6�k QW 4,A County of
do herebycertify that personally appeared
before me thi d c ay of M;A and acknowledge the due xeci n of the application for
a stormwater permit Witness my hand and
a
:Q
c,OTA/��,
y s
t
i
i
o �U1
S
ssG�
?:
y2FJM
My commission expires / V'��i —CQ Q.-;� E
ECEIVE
MAY 3 0 2019
BY.
Form SWU-101 Version Oct 31, 2013 Page 6 of

Burd, Tina J
From Burd, Tina J
Sent Thursday, June 13, 2019 944 AM
To sentryselfstorageagenc@hotmad com, alewis@eces biz, crussell@eces b¢
Subject sw8990224 - Sentry Self Storage
Attachments SW8 990224 - Sentry Self Storage pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project Attached is the cover letter and
permit issued on June 11, 2019 that will be mailed separately, along with any other supporting documents
Please direct any questions to your reviewer
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

Burd, Tina J
From Microsoft Outlook
To sentryselfstorageagenc@hotmail com
Sent Thursday, June 13, 2019 9 44 AM
Subject Undeliverable sw8990224 - Sentry Self Storage
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addresses
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From "Bu_d, Tina J" :Tina BL1rd@ icdenr Coo
Tc corn"'seaLi�selfstoiageagenc@hotir,ail co*n,,
,le,is@eeas biz" al—risrdeces oiz "crusgellf-'Ee=s oiz" <crussell@ec-. l,iz
S,_bie,t ewH,r90224 - benrtr_ pelf Stoiage
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Tnread-Index AcUh'1 ::CBEUF%:uiMs SV.nRJF-ssf�Qk-,==

East Coast Engi
ENGINEERS•
& Surveying, P.C.
ERS•SURVEYORS
Sentry Self Storage
Revised Stormwater Calculations
June2019
A CA
SEAL
= 35054
-a-z0is�
o '1'GINEE c��:
y
'�STIAN
KEECEIVFt
JUN a aQ1
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLI NA z8459 • TEL [phone] • Fax [phone]
FIRM LICENSE NUMBER C 3014

SENTRY SELF STORAGE IMPERVIOUS AREA CALCULATIONS STORMWATER POND #2
DRAINAGE AREA =
176,469 (SF) IMP % = 80 0%
BUILDINGS
PAVEMENT
EXISTING
FUTURE
FOIAL
I OTAI
18,000 (,o
I01A1
12,944 (sE)
IOTiU
110,289 (,f)
'IOIAI
141,233 (sE)
TOTAL 141,233 (SF)

Stormwater Pond #2 SENTRY SELF STORAGE East Coast Engineering
Volume Calculations and Surveying - JCR
PEAK FLOW CALCULATION (PRE) I
O=C*I*A
Q = 55 cfs
C (umtless) _
I = tS an I
A = 4 1 (ac)
SIMPLE METHOD,," rainfall
V=300 *RD *RV*A
W 005+(09*IA)
A = IDIPLRVIOUS ARLA/DRAINAGF ARFA
DRAINAGE AREA =
IDIPERPIOUS AREA =
TA = 80 O4 a
V =
dIz60-2 (cf)
DESIGN RAINMI L
DRAINAGE ARIA
RD =
RP =
A =
5 (nl
�° �� o..' a77Ty,
` W1 r8li
I PEAK FLOW CALCULATION (POST) I
Q=C*I*A
Q= 12
C (un.tless) _ ZZ
I = EE7
A= 41

SENTRY SELF STORAGE
Stormwater Pond #2 Calculations
2008 Stormwater Rules
Pond 1
East Coast Engineering Surveying, PC
JCR
Drainage Area (DA) =
1 176 469 s
c 4 05 ac
Impervious Area (IA )= 1425001
141 233 (sflji
3 24 (ac)
Percent Impervious I IA/DA 0 800 C 80 0%
SAIDA 90% TSS 00570 C 5 70%
AVERAGE POND DEPTH = 4 79 (ft)
Min regV SA @ PP (SA/DA)x(DA) 10,063(sf)
DOES PROJECT DRAIN TO SA WATERS NO
MIN REQ STORAGE VOLUMEFROM BMP MANUAL P 3-5 16,992 c
Surface Area provided PP Elev = 32 00 ft10 170 sf
Enough Surface Areaprovided? YES
Surface area at top of Veg Shelf 11,364 sf
Storage volume above PP 5,384 cf
Volume needed above Veg Shelf 11,608 c
Surface area provided TP Elev = 34 00 ft
13 412 sf
Storage depth above Vag Shelf
1 50 (ft
Stora e volume provided above Vag Shelf 18,582 c
Total Storage Volume Provided 23,966 (cf) OK
Total storage depth above PP 2 00 (ft)
Outlet Sizing
AVERAGE DEPTH CALCULATIONshef_not_submerged
AREApe,,,,a„e„tyop
AREAbottom_sheif
AREA�d_bottom
DEPTHbeiav, bot sh above sea stor
AVERAGE DEPTH
POND
10 170 (so
5 567 (sf)
2 596 (sf)
6 (ft)
4 8 (ft)
Q - 2 day drawdown time
Min req'd storage volume x (1 in / 2 days)
0 098 (cfs)
48 0 (hrs)
Q - 5 day drawdown time
Min req'd storage volume x (1 in / 5 days)
0 039 (cfs)
120 0( hrs)
Height
In 113 Min Storage Depth)
0 67 (ft)
Co
Constant
06
Required Area for Q-2
A = Q/(C x (2gh)12)
3 60 inA2
Required Area for Q-5
A = Q/(C x (2gh) )
1 44 (in A2)
Orifice Choosen
1-1/2 " SCH 40 PVC
1 1 690 (in)
CHECK
Area Provided by Orifice Choosen
A = nrz
1 99 inA2
Area Provided by Onfice Choosen
0 014 ftA2
The Average head
h = 1/3(Temporary Pool depth - 1/2(orifice diameter))
6 410 in
The Average head
0 534 (ft)
Q provided
Q = Ca(2gh)
0 049 (cfs)l
108 8 (hrs)
4 5 (days)

SENTRY SELF STORAGE IMPERVIOUS AREA CALCULATIONS STORMWATER POND #3
DRAINAGE AREA = 149,468 (SF) IMP % =
63 5%
BUILDINGS
ROADWAY
SIDEWALKS
FUTURE
TOTAL
54,000 (so
35,934 (so
0 (SO
5,000 (,0
94,934 (s0
TOTAL 94,934 (SF)

STORMWATER POND #3 SENTRY SELF STORAGE East Coast Engineering
VOLUME CALCULATIONS and Surveying - JCR
PEAK FLOW CALCULATION (PRE)
=C*I*A
.Q=
C (umtless) _
I=
A=134
SIMPLE METHOD,
V=3630 *RD *RV*A
RV=005+(09+IA)
IA ARIA
DRAINAGE AREA =
IMPERVIOUS AREA =
CIA = 63 51%
RID = J �lllj DESIGN RAINFAI I
RV = yy,�.1'�'6v
A — 1-44a49 DRAINAGI ARbA
PEAK FLOW CALCULATION (POST)
Q=C*I*A
QI= 92c('e
C (unitless) _
A= 34 ac

SENTRY SELF STORAGE
Stormwater Pond #3 Calculations
2017 Stormwater Rules
Pond 1
East Coast Engineering Surveying, PC
JCR
Drainage Area (DA) =
1 149,468 (s01
or 3 43 (ac
Impervious Area (IA )=
94 934 s
2 18 (ac)
Percent Impervious 1 IA/DA 0 635 or 63 5%
SAIDA, 90% TSS 00352 or 3 52%
AVERAGE POND DEPTH = 4 (ft)
Min req'd SA @ PP - (SA/DA)x(DA) 5,268 (sf) MAIN POOL AREA
Surface Area provided @ PP 7,114 (sf) MAIN POOL AREA
DOES PROJECT DRAIN TO SA WATERS NO
MIN REQ STORAGE VOLUMEFROM BMP MANUAL P 3-5 11,614 c
Surface Area provided PP Elev = 32 00 (ft) 9,094 (sf) I FOR STORAGE CALC
Enough Surface Area provided? YES
Surface area at top of Veg Shelf 11 660 (sf)
Storage volume above PP & below Veg Shelf 10,377 c
Volume needed above Veg Shelf 1,237 (c
Surface area provided TP Elev = 33 33 ft
12,110 sf)
Storage depth above Veg Shelf
0 33 ft)
Storage volume provided above Veg Shelf 3,922 (cf)
Total Storage Volume Provided 14,299 (cf) OK
Total storage depth above PP 1 33 (ft)
Outlet Sizing
AVERAGE DEPTH CALCULATIONsheif not-suemarged
VOLUMEoe, rent pod
VOLUMEpamwppand above Dodomotshdt
AREApe,m-Pd
AREAdoa. melt
AVERAGE DEPTH
POND
MAIN POOL AREA
29 132 (co
0(cf)
7 114 (st)
7,114 (sf)
4 (ft)
Q - 2 day drawdown time
Min re 'd storage volume x 1 in / 2 days)
0 067 cfs)
Q - 5 day drawdown time
Min re 'd storage volume z 1 in / 5 days)
0 027 cfs
Height
h 1/3 Min Storage Depth)
0 44 (ft)
Cc
Constant
06
Required Area forQ-2
A = Q/(C x (2gh)tn)
3 02 (inA2)
Required Area for Q-5
A = Q/(C x (2gh) )
1 21 (inA2)
Orifice Choosen
1-1/2 "SCH 40 PVC
1 590 (in)
CHECK
Area Provided by Onfice Choosen
A = nrz
1 99 (inA2)
Area Provided by Orifice Choosen
0 014 ftA2)
The Average head
In = 1/3(Temporary Pool depth - 1/2 onfce diameter))
3 730 (in)
The Average head
0 311 (ft)
Q provided
Q = Ca(2gh)
0 037 (cfs)l
101 9 (hrs)
4 2 (days)

SENTRY SELF STAGE STORAGE POND #3
STORAGE CALCULATIONS
POND 3 FOREBAY STAGE STORAGE TABLE
STAGE
ELEVATION
AREA
INCREMENTAL
TOTAL VOLUME
VOLUME
0 (bottom)
26 00 (fmsl)
216 00 (SF)
0 00 (CF)
0 00 (CF)
1
27 00 (fmsl)
400 00 (SF)
308 00 (CF)
308 00 (CF)
2
28 00 (fmsl)
614 28 (SF)
507 14 (CF)
815 14 (CF)
3
29 00 (fmsl)
857 13 (SF)
735 71 (CF)
1,550 85 (CF)
4
30 00 (fmsl)
1,128 12 (SF)
992 63 (CF)
2,543 47 (CF)
5
31 00 (fmsl)
1,424 67 (SF)
1,276 40 (CF)
3,819 87 (CF)
6
32 00 (fmsl)
1,746 35 (SF)
1,585 51 (CF)
5,405 38 (CF)

SENTRY SELF STAGE STORAGE POND #3
STORAGE CALCULATIONS
POND 3 MAIN POOL STAGE STORAGE TABLE
STAGE ELEVATION AREA INCREMENTAL TOTAL VOLUME
VOLUME
0 (bottom) 24 00 (fmsl) 864 00 (SF) 0 00 (CF) 0 00 (CF)
1 25 00 (fmsl)
1,404 00 (SF)
1,134 00 (CF)
1,134 00 (CF)
2 26 00 (fmsl)
2,016 00 (SF)
1,710 00 (CF)
2,844 00 (CF)
3 27 00 (fmsl)
2,700 00 (SF)
2,358 00 (CF)
5,202 00 (CF)
4 28 00 (fmsl)
3,456 00 (SF)
3,078 00 (CF)
8,280 00 (CF)
5 29 00 (fmsl)
4,283 14 (SF)
3,869 57 (CF)
12,149 57 (CF)
6 30 00 (fmsl)
5,170 27 (SF)
4,726 71 (CF)
16,876 28 (CF)
7 31 00 (fmsl)
6,113 94 (SF)
5,642 11 (CF)
22,518 38 (CF)
8 32 00 (fmsl)
7,114 16 (SF)
6,614 05 (CF)
29,132 43 (CF)

SENTRY SELF STAGE STORAGE POND #3
STORAGE CALCULATIONS
POND 3 TEMPORARY POOL STAGE STORAGE TABLE
STAGE ELEVATION AREA INCREMENTAL TOTAL VOLUME
VOLUME
0 (bottom) 32 00 (fmsl) 9,094 16 (SF) 0 00 (CF) 0 00 (CF)
1 33 00 (fmsl) 11,660 25 (SF) 10,377 21 (CF) 10,377 21 (CF)
2 33 33 (fmsl) 12,109 92 (SF) 3,922 08 (CF) 14,299 29 (CF)
MAIN POOL FOREBAY
VOLUME VOLUME
29,132 43 (CF) 5,405 38 (CF)
FOREBAY
PERCENTAGE
OF MAIN
POOL
18 55%

Hydraflow Storm Sewers Extension for AutoCAD® Civil 3D® 2012 Plan
e
e
z
v
t e
Dare
ovae
N*d Fdi IU W-PXASE/Mm Nurbrdbw 2 DW Y7/2070
Yam 4+w� I Ol
You created this PDF from an application that is not licensed to print to novaPDF printer (http IA v novapdf com)

Line Profile (Line 5) - PH4-P7
Line 5 - PH4-P7 Elev (ft)
3700
3500
3300
3100
2900
2700
37 00
3500
3300
3100
2900
2700
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Reach (ft)
pw i al l
Imes Elevation
Depth of Flow
Hydraulic Grade Line
Velocity
Cover
Line
G
ids)
Dn
00
Up
(7)
Dn
('0
Up
(N
Hw
(N
Dn
09
Up
(it)
Jnct
(t0
Dn
(8/s)
Up
(Ns)
Dn
(10
Up
Vt)
5
071
2080
3150
004
035
038
31 11
31 88 j
3185
134
282
320
210
Protect File
No Lines 0
Run Date 5/7/2010
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Line Profile (Line 4) - PH4-P8
Pip 1 of t
PH4L89 Line 4 - PH4-PS PHa�s v (ft)
3600
3600
-------
—---
3400
3400
3200
—
--------------
320
3000
" �0
Xf=
_
rue 3—------—
399
2"
057-0—
--
28 00
2800
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
2600
2600
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Reach (ft)
trned Elevation
Depth of Flow
Hydraulic Grade Line
Velocity
Cover
Line 0
0
(ds)
Dn
00
Up
(f)
Dn
(to
Up
(f0
Hw
(10
Dn
(f0
Up
01)
Jnct
(f0
Dn
(Ns)
Up
(Ns)
Dn
00
Up
00
4
226
3000
3080
064
064
084
3064
3144
3144
428
428
400
320
Project File
No Lines 0
Run Date 6/y/2010
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Line Profile (Line 3) - PH4-P9
Paps 1 er t
FH4-veto Line 3 - PH4-P9 aHa� lev (ft)
3600
360
---
------
3400
3400
----------
3200
3200
3000
3000
ne4
--L
7
Lf--5'@051e
1
----
2800
2800
----------------
2600
26 00
0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160
Reach (ft)
Irrved Elevation
Depth of Flow
Hydraulic Grade Una
veloGry
Cover
Una
G
(ds)
(N
(N
Dn
00
Up
(f)
Hw
(�9
Dn
(M
Up
00
Jncr
MO
Dn
OVS)
Up
(�>
Dn
(10
Up
(N
3
381
29 Os
29 7s
0 ee
0 7e
0 7e
29 93
30 531
3053
414
4 72
470
400
Project File
No Unea 9
Run Dete Sl/f2019
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Line Profile (Line 2) - PH4-P10
Ppt of
Line 2 - PH4-P10 Elev (ft)
3900
3900
P
-CB 10
3600
3600
330
3300
3000
30 00
—
—
1 30
034
-- 1
O
96-
—
2700
2700
—
ne4—--------
_—
-------
24002400
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Reach (ft)
Imren Elevation
Depth of Flow
Hydraulic Grade Line
Velocity
Cover
Une6
G
(cis)
Dn
(ft)
Up
(to
Dn
01)
Up
(f)
Hw
(10
Dn
(to
Up
(R)
Jnct
00
Dn
(Ns)
Up
(ft/3)
Dn
(ft)
Up
(0)
2
481
2833
20 0S
068
088
0 BD
2023
2993
2093
622
522
540
470
Project Foe
No Units 0
Run Date 51712010
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Line Profile (Line 8) - PH4-PI1
hp,t dt
line 8 - PH4-P11 Elev (ft)
3900
3900
—_
P-GB74--------_—PH4-CE
11 --
3600
3600
3300
3300
3000
3000
--
—
----
-----1
7
Lf-2'-@0519===—=
2700
2700
=—rea—==—____--__
------
2400
2400
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Reach (R)
Invert Elevallon
Depth of Flow
Hydraulic Grade Une
velocity
Cover
Une0
G
(cfs)
Dn
(10
Up
((0
Dn
(N
Up
(M
Hw
(M
Dn
(tt)
UP
(f0
Jnct
(f0
Dn
(6/,)
Up
("
Dn
(10
Up
00
8
218
2860
2930
065
065
085
2925
2995
2005
437
437
540
470
Project File
No Una, 9
Run Date 5/7/2019
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Line Profile (Line 7) - PIi4-P12
®II®®®®®®®®®®®®®III®
I f �Il000�eoo MEN I I
1 1 1 1 .1 1 .1 1 :1 •1 11 1 I 1 .1 1 .1
Pap IaI
Invert Elevation
Depth of Flow
Hydraulic Grade Lim
vewv
Cover
Une 0
G
WS)
Dn
cN
Up
(N
Dn
01)
Up
cro
Ff.
00
Dn
cro
Up
(IU
Jncl
(ro
Dn
MIS)
Up
M/S)
Dn
(it)
Up
cro
7
147
2930
3000
031
051
051
2991
3031
3031
361
301
470
400
prood File
No Lines 0
Run Date 3l7/2019
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Line Profile (Line 6) - PH4-P13
Poe f or t
Line 6 - PH4-P13 Elev (ft)
3900
3900
—
-8814
--
--_=
P
-CB13
3600
3600
3300
3300
30 00
30 00
—_
1
022
- 1
0
%----1me_Z
2700
2700
-------
zaoozaoo
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Reach (ft)
Invert Elevadon
Depth of Flow
Hydraulic Grade Una
Velocity
Cover
Unef
a
(de)
Dn
00
Up
fro
Dn
(ft)
UP
(ro
1/w
(m
Dn
(m
UP
(it)
Jncd
ao
Dn
(111e)
Up
WS)
Dn
M
Up
(ro
6
321
2635
2905
072
072
072
2907
2977
2977
441
441
540
470
Project He
No Unee 0
Run Date 5/7/2010
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Line Profile (Line 1) - PH4-P14
P"I of
Line 1 - PH4-P14 Elev (ft)
390
3900
P
CB14-
_
36 00
3600
3300
3300
30 00
3000
27 00
2700
— e
2400 2400
0 5 10 15 20 25 30 35 40 45 50 55 60
Reach (ft)
Invert Elevation
Depth of Flow
Hydraulic Grade line
Velochy
Cover
line•
G
(of$)
Dn
(fU
Up
(f*
Dn
(f)
Up
(ft)
Hw
00(f0
Dn
Up
00
Jnct
(f)
Do
(11IS)
Up
0Vs)
Dn
111)
Up
01)
1
1328
27 3o
27 80
129
120
129
2859
2690
2889
819
610
4 00
540
Project File
No lines 9
Run Date 5(72010
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Line Profile (Line 9) - PH4-P15
Line 9 - PH4-1216 Elev (ft)
420
4200
38 00
3800
3400
D-3-0S
34 00
3000
3000
2600
2600
2200 2200
0 5 10 15 20 25 30 35 40 45 50 55 60
Reach (ft)
Invert Elevation
Depth of Flow
Hydraulic Grade Una
Velocity
Cover
Una
c
(cfs)
Dn
@0
Up
(N
Hw
(10
Dn
(Po
Up
(1U
Jnct
(N
Dn
(Ns)
Up
(Ns)
Dn
(fU
Up
(N0
400
!31)ooE31*so
Oil
071
071
3171
32 21 j
3221
400
402
400
-3 50
Project File 7
No Lines 9
Run Date 5/7/2019
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Line Profile (Line 1) - PH4-P14
Page 1 of 1
Line 1 - PH4-P14 Elev (n)
3900 3900
--
-- P
4_CS74-
35 00
3600
_
3300
3300
3300
3000
_ _
_
_
_
--
—
—
27 00
WWI.
= 36`
0 000
—
2700
2400 2400
0 5 10 15 20 25 30 35 40 45 50 55 60
Roam (N)
Invert Elevation
Depth of Flow
Hydraulic Grade Line
Velocity
Cover
Line #
Q
(cfs)
Dn
(ft)
Up
(ft)
Dn
(ft)
Up
(ft) i
Hw
(ft)
Dn
(ft)
Up
(ft)
Jnct
(ft)
Dn
(ft/s)
Up
(ft/s)
Dn
(ft)
Up
(ft)
1
13 26
2760
2760
1 16
1 42
1 99
2876
2902
2959
525
402
400
440
Project File
No Lines 9
Run Date 6/512019
S.- S—e

East Coal Epfff a dm 68a/9ashM Project SLNTRYSPLFS70RAGf Counry BRDASW7CA
Dal, .,n,
vfi�sat Bj JCR
atwbary A 0 career felas Ch,,Aed
,11& ar
PH4 PI5
Q5=
Do=
2008
QIO= 4CF5
TW=
100fi
Q 25 =
d 50 (from figure 8 O6)=
1 00 m
Q50=
La( from figure 806)=
800fi
Lenbah = 24 00 fi
Slope= 002
..ter Condition Tw< 05 drmneter use Figure 806a
W=Do+La W= 1000 fl
T. 10 5 diameter use Rgure 8 066
W=Do+04La W= 520fi
Apron TlucArress= I5-d mar 019 fi
say 02 fi
.a.. Fl—&Mr,
Y� wl I
nm�
`<an.r�a. eumun rnt
0
T,,I n an5 R, reYoam>oSlb
Erosion Control Stone
Class A to
Class B 5 to 15
Use class A
Wah filter Fabnc
05•Do=
100 fi
9•Do=
600 fi
Stone Vol = 8960 cu fi
d max =
1 50 m
Tans = 448 tons
Fabnc= V 10 sy
Dimensions
La 800 fi
W 520
3-Do 6 fi

Designed By '3 Chrst., Rueseu PE Date 6/412010
Checked By Date
Company East Coast Enginaermg
Project Name SENTRY SELF STORAGE
Project No 13141
site Loeahon (Cityrtown) SOUTHPORT
Culvert Id PH4 P15
Estimation of Stone Size and Dimensions For Culvert Aprons
step q Compete flaws elactty N. at Culvert or peed chatmel outlet
Su _s) ForpperWscrt.D,isdumeers
Fnr pipe amh xch and box calserta ead posed ebavael ouden
De=Ae wheu A = crou umooal area of flw at oudet
Far multiple curt erts usei 25 x D of single cuha t
Velocity (fVs)
Opening type
iPipe Culvert
Sin
Single or multiple openmgs'
i Single
Outlet pipe diameter D, (ft)
2
NOTE 1 If opening type is anything other Nan Pipe Culvert Do A,
(Goss -sectional area of Dow at out ed
NOTE if multiple openings Da 125 x D, of single culvert
Step 3) For apron grades of 10'. ar steeper uu vuvendacions
For acxt hiflai zoos (Zones 1 through 6) o
Zone 1 Figure e 06c
Will apron have >1=10%grade? No
NOTE Far apron slopes equal to or greater (lion 10% use net higher Zone in Figures red m
determine apron length
Apron length(ft) 6 Figure80fitl
Determination of Stone Sizes For Dumped Stone Channel Linings and
Revetments
sup T Lae same a WO to latnmma maaimurn aurae sue (a S r 12
Fps - 30 or 550 Far
Max stone size (in) 2 Fgure s.06.
Strp 2 Uu figutc s 06 to ddcsm�nc xccptablc sur ravae for stone
(fin 12 FPS n is l25 SnO IM for l5'. of stone sad We maxwum
andmmw sagetouvghtshoWdbe25500lbs)
NOTE Indatnmmiogchannelselocinesforstooeh.,p metmant
use the foaosamg coefficuau ofroughaess
Duman Mamuvg s M. thickness
(inches) n afhnmg (makes)
Fine 3 0031 9 12
Lighr 6 0035 12 is
MNi,® 13 O00 Is 24
Healy 23 0014 30 36
(egseoxh) (Uwpwi)
Min & max range of stones (Ibs) 25 250 Figure a 05f
Weight range of 75%of stones glos) 50250 Figure 805f

ROY COOPER
Governor
MICHAEL S REGAN
5.<rrfury
S DANIEL SMITH
Inienm Director
June 3 2019
NORTH CAROLINA
Environmental Quality
Via email onh venlryselJsroraxeagene(a�liolmnrl com
Pi Al Development Inc
Ann J I Mildenberg President
106 Live Oak Lane
Wilmington \C 28411
Sublcct Reyuistfor Additional Information
Storm"ater PrDlcct -No SXV8 990224
Sentrt, Self Storage
Brunswick Countv
Dear \ir Mildenberg
I he Wilmington Regional Officc reccived and accepted a modified Express State Stormwater
\4ana2ernent Perm t Application for the subject project on May 30, 2019 A preliminary in-depth review
ofthat information has determincd that the application is not complete and that additional information is
needed I o continue the review please provide the following additional information
1 15A ACAC 0211 1042(2)(a)(u) and N C G S 143-214(c3) Section 115 of the submitted
application indicates that this project is not within 5 miles of a public airport Upon review,
however it has been determined that this project is within 5 miles of a public airport (Cape fear
Regional Jetpon Southport) Please update this section appropriately
2 15A \CAC 0211 1042(2)(0 Please provide i separate set of the stage -storage tables for Pond 3 to
add to the calculations We cannot accept calculations just being shown on the plans
3 15A \CAC 0211 1042(2)(g)(vu) The invert elevations for the proposed new inlet to Pond 2 and
the Inlet to proposed Pond 3 were not Included on the plans Please provide the invert elevations
for the proposed new mlct to Pond 2 and the Inlet to proposed Pond 3
4 15A \CAC 0211 1003(3)(a) and 1042(3)(b)
a I he submitted Wet Pond supplement for Pond 2 indicates that the total drainage area for
drainage area 2 is 176 469 sf I he submincd calculations however, indicate that the total
drainage area for drainage area 2 is 183 995 sf Please confirm the correct drainage area
and ensure it is represented consistently throughout the application package
b fhe submitted Wet Pond supplement for Pond 2 indicates that the elevation of the bottom
of the permanent pool is at 24 fins] I he Operation and Maintenance agreement and
calculations for Pond 2 however indicate that the bottom of the permanent pool is at 26
frisl Please confirm the correct elevation and ensure it is represented consistently
throughout the application package
c I he submitted Wet Pond supplement for Pond 2 indicates that the elevations for the top
and bottom of the vegetated shelf are at 33 fmsl and 32 frisl, respectively I he
calculations for Pond 2 however, indicate that the elevations for the top and bottom of
the vegetated shelf arc 32 5 fmsl and 31 5 frost, respectively Plcasc confirm the correct
elevations and ensure they are represented consistently throughout the application
15A VCAC 02H 1050(4)
a Please provide engineering calculations demonstrating that the inlets of the SC\9s shall
be designed to protect the SCM from erosion resulting from stormwater flow into the
SCVI during the peak flow from the 10-year storm event
b Plcasc, provide engineering calculations demonstrating that the outlets of the SC\4 will
not cause erosion downslope of the discharge point during the peak flow from the 10-year
storm event I his can be accomplished by providing the rip -rap calculations
North Carolina Departmtnt of Environmental Quality I Dnislon of Energy Mineral and Land Resources
% Wilmington Regional Office 1 127 Cardinal Drive Extenslon I Wilmington North Carolina 28405
o�.n.+t+""�'•�� 9107967215

State Stormwater Permit \o Sw8 990224
Page 2 of 2
6 1 sA AC VC 0211 1053(5)(a) Calculations supporting that the forcbav volume is 15 to 20 percent
of tht. volume in the main pool were not mcludcd in the submitted calculations Please provide
calculations supporting that the forcbay volume is 15 to 20 percent of the volume of the roam
pool
7 Due to the rclauvcly minor nature, of these comments the express additional information review
fee has been waived
Please rcmembu to confirm that anv revised information is presented consistently throughout the
application documcnu including calculations supplunents, narrative, and plans Please also remember to
provide two hard copies of any updated documents per 15A \CAC 0211 1042(2)
i he rcqucstcd information should be rccervcd in this Office by lunc 10 2019 or the application will be
returned as incomplete If the project is returned and you wish to re -submit to the Express Program you
will need to reschedule the project through the Express Coordinator for the next avadablc review date and
will need to resubmit all required items at that time including the application fee
If additional time is needed to submit the requested information please email your extension request
prior to the original due date to the Division at the email address provided below The extension request
must include ajustification and a date of when the requested information will be submitted to the
Division which shall be no later than 5 business days past the original due date Please i emembei that
ezlenslon i equests delay the issuance of the final pei nut
"I he construction of any impervious surfaces other than a construction entrance under an approved
Scelimentation I-rosion Control Ilan is a violation of \CGS 143-215 1 and is subject to enforcement
action pursuant to \CGS 143-215 6A
Please label all packages and cover letters as Express and reference the State assigned project number
on all correspondence If you have any questions concerning this matter, please feel free to call me at
[phone] or email me at Barrett iorda a ncdenr gov
Smccrely,""��
157 m 5n a
Garrett %orda
Environmental Engineer
GDS/gdi \\\Stormwater\Permits & Projects\] 999\990224 11D\2019 06 addinfo 990224
cc J Christian Russcll, PE via email ci ussell(aeces biz
Wilmington Regional Office Stormwater Tile

Zorda, Garrett D
From Zorda, Garrett D
Sent Monday, June 3, 2019 4 43 PM
To sentryselfstorageagenc@hotmail com , crusselLd eces biz
Cc Georgette Scott (georgette Scott@ncdenr gov)
Subject Sentry Self Storage (SW8 990224) - Request for Additional Information
Attachments 2019 06 addinfo 990224 pelf
W
Attached is a pdf of the request for additional information for the subject project There are just a few items that need
to be addressed Please let me know if you have any questions or concerns
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
oarrett zorda(o)ncdenr gov
127 Cardinal Drive Ext
Wilmington, NC 28405
NU,>—Nothing Compares,...._
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

East Coast Eng
ENGINEEF
May 30, 2019
Ms Christine Hall
& Surveying, P.C.
NCDENR — Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
URVEYORS
Subject Sentry Self Storage
Brunswick County, North Carolina
High Density Stormwater Permit— Express Submittal
Dear Ms Hall
Enclosed is the Express Permit Fee required for the subject project in Brunswick County, North Carolina
This submittal is for a High Density Commercial Stormwater Permit draining to an on -site wet detention
pond It is our understanding that an express permit fee of $4,000 00 is required for the express
stormwater review The breakdown of the fee is as follows
Express Stormwater Review Fee = $4,000 00
(high density, directed to an on -site system)
If you have any question or require any additional information, please contact me at our office
J Christian Russell, P E
Enclosure Check #3515 in the amount of $4,000 00
copy Mr J f Mildenberg (JTM Development)
File 1314 (Sentry Self Storage) a'
EceI
MAY a 0 2015
BY'
4918 MAIN STREET -POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL [phone] • Fax 910 7S4 8049
FIRM LICENSE NUMBER C 3014

East Coast Engi
ENGINEER'
Mav 30, 2019
& Surveying, P.C.
URVEYORS
Ms Christine Hall
NCD;~NR — Division of Energv, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject Sentry Self Storage
Brunswick County, North Carolina
High Density Stormwater Permit — Express Submittal
Dear Ms Hall
On behalf of our client, J T M Development, Inc, enclosed is a submittal package for the subject
project located in Southport, Brunswick County, North Carolina Our client is requesting that this
application be processed with the Express Permitting Process The project is a high -density project,
and runoff will sheet flow from impervious surfaces to catch basins and then to an on -site
stormwater pond
The following presents the various components of the enclosed submittal package
• Original and one copy of the Stormwater Management Permit Application form,
• Deed restrictions are not required for this project,
• Original of the Vet Detention Basin Supplement (Pond #2 e" Pond #3),
• Original of the Vet Detention Basin Operation and Maintenance Agreement (Pond #2 6 Paid #3),
• One (1) Check in the amount of $4,000 00 for the Express Permit Review fee,
• One copy of the Stormwater Project Narrative,
• One copy of the USGS map with the site identified,
• One copy of the Stormwater Calculations and SW-DA-DIAP —Drainage Area Map,
• 'Iwo sets of Design Plans,
• One copy of the deed for the property,
• One copy of the SOS corporate filing,
Should you have any questions or comments, please do not hesitate contacting our office at your
convenience �"'� A
Sincerely, p �E
MAY 3 0 2019
J Christian Russell, P E BY.
Enclosures
pe Mr Terry Mildenberg (Sentry Self Storage)
File 1314 (Sentry Self Storage)
49,8 MAIN STREET •POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA28459 •TEL [phone] •Fax Sao 754 8049
FIRM LICENSE NUMBER C 3m4

East Coast Engin eri g & Surveying, P.C.
ENGINEERS•Pt`A�1,,,ERS•SURVEYORS
IQ
PROJECT NARRATIVE ggq }
For I- -= ik�+. ti P7 E,
Sentry Self Storage Expansion MAY 9 0 2019
Brunswick County, North Carolina BY:
May 2019
STORMWATER/EROSION CONTROL NARRATIVE
Sentry Storage is located on NC 211 just west of NC 133, the east most access to Oak Island This
project will build one additional storage facility and provide stormwater treatment for this building and
associated asphalt pavement The Tax ID number for the property is 2210064 The total project area
and disturbed area is 206,298 SF or 4 74 acres The total parcel area 18 33 acres, 13 59 acres have
been previously developed with two wet detention ponds for stormwater treatment
The property generally slopes south with low areas that are soft Excavated material will be used to fill
in low areas grade the project area to create defined high points splitting sheet flow to retain similar
drainage patterns with the exception being Pond 2 intercepting stormwater sheet flow to the west Silt
fence will be installed as required to prevent sediment runoff from stockpile and re -graded disturbed
areas With flat slopes and small disturbed area, temporary silt fencing will be a sufficient erosion
control measure to prevent any sediment from leaving the site A temporary construction entrance will
be installed at the entrance to the to the work area to prevent sediment transport during construction
To prevent sediment from entering the stormwater collection system during construction, block and
gravel inlet protection will be used on the proposed drop inlets These measures shall be inspected
regularly, and the accumulated sediment removed to prevent the conveyance of sediment to any off -
site areas
The primary permanent erosion control measures that will remain after all disturbed areas have been
stabilized and the temporary measures are removed will be permanent grassing A seeding schedule
along with a construction sequence, project description and erosion control notes will be included on
the plans
STORMWATER MANAGEMENT NARRATIVE
Fhe proposed modification to the current permit includes 110,289 SF of existing impervious area and
the addition of an 18,000 SF metal storage building with 12,944 SF of associated asphalt concrete
pavement for a total impervious area of 141,233 SF or 3 2 acres of impervious area will be routed
through Pond 2
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL [phone] • Fax [phone]
FIRM LICENSE NUMBER C 3014

k
Further modification to the existing permit will include the addition of a third wet detention basin,
Pond 3 as well as two (2) 25,000 Sr storage buildings, one (1) 4,000 SF storage budding, 35,934 SF of
associated asphalt and 5,000 SF of future impervious area to be allocated at a later date for a total
impervious area of 94,934 SF or 2 2 acres
The proposed project is located within the Cape Fear River Basin The proposed project drams to the
Jump and Run stream which is classified SC Sw There are wetlands at the rear of the project and will
not be impacted
Stormwater from roofs is collected with ram gutters and routed to downspouts that splash onto asphalt
concrete pavement Downspouts are located every 20 feet on the long side of the buildings A reverse
crown of the aisles act as a gutter and routes stormwater to drop inlets and piped to the wet detention
ponds 2 and 3
The total Pond 2 area is approximately 0 34 acres The discharge orifice is a 1-1/2" SCH 40 PVC pipe
with an internal diameter of 1 59 inches This will drawdown the required storage volume in 108 9
hours or 4 5 days In the event of a larger than design ram event, an emergency spillway has been
provided at 34 2 MSL
The total Pond 3 area is approximately 0 29 acres The discharge orifice is a 1-1/2" SCH 40 PVC pipe
with an internal diameter of 1 59 inches This will drawdown the required storage volume in 101 9
hours or 4 2 days In the event of a larger than design ram event, an emergency spillway has been
provided at 33 40' MSL
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL [phone] • Fax [phone]
FIRM LICENSE NUMBER C 3014

E.
MAY 3 0 2010
BY,
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vniw ealemw o

This cendos lout onale are no delinquent so
valorem takes tees asseasmems or other
liens whkb the Brunswick County Tax
Collector Is charged wi h4lea that ere a
Ilan on Parcel Number `G 237mv
as totaled by the Brunswick Courtly
Assessor's Office This Is not a certification
that the parcel number matches the deed
chingsilition
( ) Tale Col / Del Tax Spec
Warranty Deed
IIIIIIIIIIIIIIIIIIJill IIIIIIIIIIIIIII 9#Ij p1174'aleachass 'D ..
Brunswick Cannaty NC Realist., of Do.do
page i o Rep
of /
Pmsen rftc(d
er
lhtalInt ' L
Ck$-Cash$
Refund Cash $ _ Finance_
❑ Porlo-s of "...cvmart ax d'°6^�e tc ,a wrq .bra
Oloryi al
r -meat Inn era seals vnnOed by original
I rent Nalcannolsempmducndortopled
time, book and page
Parcel Identifier No 2210006402 & 22100064
Prepared by W Talmage Jones
Hogue Hill, LLP
P O Drawer 2178
Wilmington, NC 28402
Grantee mailing address 106 Live Oak Lane Wdmmglon, NC 28411
Grantor mailing address 106 Live Oak Lane, Wilmington, NC 28411
Resumed to Hogue Hill. LLP
No aemneauoo or opinion on title es capitalist by the pat..... of Into need aupt as may sputa, tram Ine..... air s signed canniest
oropmton Tht Granmr(Seller)and the Grantee (Buyer) acknowledge disclosure that the attorney who drancd this instrument, and
the law firm for which that attorney is svoctated or is partner, is not the closing attorney or settlement agent and represents only Iht
Grantor (Seller) and cannot give legal advice to Grantee (Buyer) other than the advice to secure lead counsel and will prepare the
deed consistent with the spMfcaeam in the parch.. agreement, If guy, but, in the gbse..a of such spennna llowall prepare a dead
that wall protect the interests of the Grantor (Seller) and therefore Grantee (Buyer) may desire to seek legal advice cram Independent
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
TAX PARCEL NO 2210006402
INTO
TAX PARCEL NO 22100064
KNOW ALL MEN BY THESE PRESENTS that J T M DEVELOPMENT, INC, a
North Carolina Corporation, "GRANTOR," in consideration of ONE AND NO/100 ($1 00)
DOLLARS and other good and valuable consideration, paid to GRANTOR by J T M
DEVELOPMENT, INC, a North Carolina Corporation, "GRANTEE," the receipt of which is
hereby acknowledged, by these presents, does give, grant, bargain, sell and convey unto the said
GRANTEE, and GRANTEE'S, successors, and assigns, forever, in fee simple, all that certain lot
or parcel of land located in the County of Bnmswick, State of North Carolina, and more
ECEIVG
MAY 9 0 2019
BY.

75
VROO
particularly described as follows IIIIIIIIBrunswicIIII III�IIII11IIIII IIIII 83512M Cism2 nsri4PRCP
Beginning at an old iron pipe located on the Southern right of way hue of NC
Highway #211 150'R/W marking the northwestern corner of SENTRY
BUSINESS PARK, a Condominium, Phase III, as the same is shown on Plat of
Survey for SENTRY BUSINESS PARK recorded in condommium Plat Book 11,
Page 205 of the Brunswick County, North Carolina Register of Deeds running
thence with and along the Southern right of way hne of NC Highway #211
South 74°33'31"E 283 91 feet to the true point of beginning for this tract,
Thence South 19018'32" West along the eastern line of SENTRY BUSINESS
PARK as the same is shown on a Plat of Survey recorded in Condominium Book
9, Page 389 of the aforesaid Register of Deeds 68159 feet to a point,
Thence North 70041'28" West 259 17 feet along the southern line of SENTRY
BUSINESS PARK to a point marking the southwestern comer of SENTRY
BUSINESS PARK,
Thence South 17°13'35" West 1393 90 feet more or less to a point marked by an
old pipe
Thence runs with the center of a branch South 490 19 5' East approximately
342 12 feet to a new iron pipe in the northwestern line of the now or former
Clinton Bellamy Property,
Thence with the Clinton Bellamy Property Line North 19018'32" West 222169
feet more or less to the southern right of way line of NC Highway #211,
Thence running with and along the southern right of way line of NC Highway
#211 North 74°35'31" West 126 09 feet to the true point of beginning for this
tract.
This being all of that 18 60 tract conveyed to J T M DEVELOPMENT, INC,
by deed dated December 2, 1998 Bud recorded in Book 1266, Page 0029 of the
Brunswick County, North Carolina Office of the Register of Deeds, less (1) all
of that property described on a Plat of Survey for SENTRY BUSINESS PARK
recorded in Condominium Plat Book 9, Page 389 and (2) all of that property
described on Location Survey for BARKER VENTURES, INC (SENTRY
BUSINESS PARK, a Condominium Phase III) recorded in Condominium Plat
Book 11 Page 205, both of said maps being located in the aforesaid Brunswick
County Registry
Containing 13 68 Acres more or less and being a recombination of Tax Parcel
No 2210006402 into Tax Parcel No 22100064

IIIIIIII IIIIIII IIIIIIII IIIII�IIIIIIII 83512 P1116 03_nP
,p 3a ,a emm
arunswack Cau,fy. NO agl.t., of Deeds paga a3ar .PEEP
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging, to the said GRANTEE and said GRANTEE's heirs, successors,
and assigns, forever, in fee simple, and the GRANTOR, for itself, its heirs, successors and as-
signs, does covenant with the said GRANTEE and said GRANTEE's heirs, successors and as-
signs, that GRANTOR is seised of the premises in fee simple, and has the right to convey the
same in the estate aforesaid, that title is marketable and free and clear of all encumbrances,
except as herein stated, and that GRANTOR hereby will warrant and defend the title against the
lawful claims of all persons whomsoever, except for the exceptions herein stated
Title to the property is subject to the following exceptions
The provisions of all applicable zoning and land use ordinances, statutes and regulations,
current year ad valorem taxes, all applicable restrictive covenants and utility easements of
record
The designation GRANTOR and GRANTEE as used herein shall include said parties,
their hens, successors, and assigns, and shall include singular, plural, masculine, fenumne or
neuter as required by context
None of the property herein conveyed includes the primary residence of a Grantor
IN WITNESS WHEREOF, the GRANTOR has hereunto set his hand and seal, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officer, this the 21 day of 44Ae,11, ao/
J T M DEVELOPMENalNcarolma
Corpora
r
By
❑ T Mddenbe President

_y
SOSID 0334716
Date Filed 4/6/2017 11 59 00 PM
Elaine F Marshall
North Carolina Secretary of State
C0479(42) BUSINESS CORPORATION ANNUA CA2017 096 03513
9-9-16
NAME OF BUSINESS CORPORATION J T M DEVELOPMENT, INC
SECRETARY OF STATE ID NUMBER 0334716 STATE OF FORMATION NC FISCAL YEAR END 12 31 16
I hereby certify that an annual report completed in Its enbrety has been submitted and the Information requested below (required by NCGS 55-16-22) has not
changed and is therefore up to date
SECTION A REGISTERED AGENT'S INFORMATION
1 NAME OF REGISTERED AGENT JON T MILDENBERG
SIGNATURE OF THE NEW REGISTERED AGENT
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3 REGISTERED OFFICE STREET ADDRESS & COUNTY4 REGISTERED OFFICE MAILING ADDRESS
106 LIVE OAK LANE 106 LIVE OAK LANE
NEW HANO WILMINGT NC 28411 WILMINGTON NC 28411
SECTION B PRINCIPAL OFFICE INFORMATION
1 DESCRIPTION OF NATURE OF
2 PRINCIPAL OFFICE PHONE NUMBEr910-452-4040 4 PRINCIPALOFFICE
3 PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5 PRINCIPAL OFFICE MAILING ADDRESS
106 LIVE OAK LANE 3408 WILSHIRE BLVD SUITE 300
NEW HANG WILMINGT NC 28411 WILMINGTON NC 28403
SECTION C OFFICERS (Enter additional officers in Section E )
NAME JON T MILDENBERG NAME DOROTHY MILDENBER NAME
TITLE PRESIDENT TITLE SECRETARY TITLE
ADDRESS 106 LIVE OAK LA ADDRESS 106 LIVE OAK LA ADDRESS
WILMINGTON WILMINGTON
NC 28411 n NC 28411
SECTION D C FIC F ANN F REPORT Section D must be completed d enbrety by a person/business entity
SIGNATURE DATE
Form must be Signed by an olpcer IlSled under Section C s form
JON T MILDENBERG PRESIDENT
Pnni or Type Name of Officer Prof or Type Tbfe of Officer
HOW TO FILE AND FEES TWO FILING OPTIONS
1 File the annual report electronically with the NC Secretary of Slate for a reduced fee of twenty dollars ($20) — eighteen 1 ��
($18) filing fee and two dollar ($2) electronic filing fee File electronically at File Annual Reports Online" with real tune fill
2 File the annual report (Forth CD-479), in paper form with the NC Department of Revenue for a fee of twenty-five dollar 25) +n Mail Form CD-479 to NC DOR PO Box 25000 Raleigh NC 2764M500 The paper return is not areal -time filing and w MAY 3 0 20i9
take longer to process
Note North Carolina law does not permit Limited Liability Companies (LLCs) and Limited Liability Partnerships (LLPs) t
the annual report with the NC Department of Revenue Therefore, all LLCs and LLPs must file directly with the NC Secret
of State's Office at the link above

Hall, Christine
From
Chris Russell <crussell@eces biz>
Sent
Wednesday, May 01, 2019 9 07 AM
To
Hall, Christine, Weaver, Cameron
Cc
'Alan Lewis', 'Robert Tucker, 'Sabrina Babson, Annette Bennett
Subject
[External] 19-0501-EML_SENT_INITIAL_EXPRESS COMMENT -REPLY
a External email Do not click finks or open attachments unless youwenfy Sendiail�suspcus emadyasanat attach to
re ort s am nc gov - -
Christine,
Please see my comments below in red
Chi is Russell, PC
(0)910-754-8029
(f) 910-754-8049
(m)910-232-0692
From Hall, Christine [mailto Christine Hall@ncdenr gov]
Sent Tuesday, April 30, 2019 3 32 PM
To Chris Russell <crussell@eces biz>, Weaver, Cameron <cameron weaver@ncdenr gov>
Cc 'Alan Lewis' <alewis@eces biz>, 'Robert Tucker' <rtucker@eces biz>,'Sabrina Babson' <sbabson@eces biz>,'Annette
Bennett' <abennett@eces btz>
Subject RE [External] 19-0424-Express_review_request-w-attach
Chris,
I have had a chance to review the express request forthis project If I'm understanding the proposed modification
correctly, SW8 990224 will be modified to increase the BUA and likely DA to Pond 2 as well as to add Pond 3 and
associated BUA and DA draining to it
In looking at the previous permit, Pond 2 did not include any future BUA allocation Please confirm the following
1 Will the increased BUA and likely additional drainage area directed to Pond 2 be treated at the 1 5" design
storm? Yes The entire impervious area for pond 2 is designed to handle the 1 5" storm
2 Are there any changes proposed to Pond 2 in order to handle the increased runoff? No changes are
being requested The pond was over designed in the initial design and has additional capacity in the storage
volume The project will be graded so that only the amount of impervious area treatable by the pond will be
directed to it
3 Will Pond 3 be designed to the 2017 MDC? (the narrative discusses Pond 3 being sized for 90%TSS removal and
notes that it does not utilize a vegetated filter strip, which are references to the previous set of
rules) Yes Pond three is designed to the 2017 MDC The references mentioned above are carry over from
the previous narrative which did not get removed I will update the narrative to remove them from the
description of pond 3
4 The project boundary shown on the site plan does not match the property boundaries shown in the
background What is going on with these boundaries? The project boundaries are offset from the

property boundaries for clarity only If they are left on top of the property boundary they are difficult to see
but they are the same
5 It appears that Jump and Run Creek runs along the rear of this property Please ensure to identify the top of
bank of the surface waters and the 50' vegetated setback if they extend into the property area Will do Thank
you
Thanks'
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Slormwaler Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chrishne hall(�Dncdenr gov
127 Cardinal Drive Ext
Wilmington, NC 28405
;-"Nothing Compares-.-,_.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From Chris Russell <crussell@eces biz>
Sent Wednesday, April 24, 2019 9 03 AM
To Weaver, Cameron <cameron weaver@ncdenr gov>
Cc Hall, Christine <Chrstme Hall@ncdenr gov>,'Alan Lewis' <alewis@eces biz>, 'Robert Tucker' <rtucker@eces biz>,
'Sabrina Babson' <sbabson@eces biz>, 'Annette Bennett' <abennett@eces biz>
Subject [External] 19-0424-Express_review_request-w-attach
2o External'email Do not;c6ck=hrik"s or open�attachments unless you veri Send2all'suspicwus email as an attachment to
66 ws am gqr ovF° -� @. s. 119�- r $ ay
Cameron,
Per Christine's email below I am sending you the request for Express Review for Sentry Self Storage The required
documents are attached
Please let me know of your earliest availability for submittal
Thank you,
Chi is Russell, PC
(o) 910-754-8029
(f) 910-754-8049
(m)910-232-0692
From Hall, Christine [mailto Christine Hall@ncdenr 8ov]
Sent Thursday, April 18, 2019 10 24 AM
2

Hall, Christine
From Hall, Christine
Sent Tuesday, April 30, 2019 4 32 PM
To Chris Russell, Weaver, Cameron
Cc Alan Lewis, Robert Tucker, Sabrina Babson, Annette Bennett
Subject RE [External) 19-0424-Express_review_request-w-attach
Chris,
I have had a chance to review the express request for this project If I'm understanding the proposed modification
correctly, SW8 990224 will be modified to increase the BUA and likely DA to Pond 2 as well as to add Pond 3 and
associated BUA and DA draining to it
In looking at the previous permit, Pond 2 did not include any future BUA allocation Please confirm the following
1 Will the increased BUA and likely additional drainage area directed to Pond 2 be treated at the 1 5" design
storm?
2 Are there any changes proposed to Pond 2 in order to handle the increased runoff?
3 Will Pond 3 be designed to the 2017 MDC? (the narrative discusses Pond 3 being sized for 90%TSS removal and
notes that it does not utilize a vegetated filter strip, which are references to the previous set of rules)
4 The project boundary shown on the site plan does not match the property boundaries shown in the
background What is going on with these boundaries?
5 It appears that Jump and Run Creek runs along the rear of this property Please ensure to identify the top of
bank of the surface waters and the 50' vegetated setback if they extend into the property area
Thanks'
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — Slate Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chnstme hall@ncdenr gov
127 Cardinal Drive Exl
Wilmington NC 28405
LM
-��'Nothmg Compares s
Email correspondence to and from this address Is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From Chris Russell <crussell@eces biz>
Sent Wednesday, April 24, 2019 9 03 AM
To Weaver, Cameron <cameron weaver@ncdenr gov>
Cc Hall, Christine <Chnstme Hall@ncdenr gov>, 'Alan Lewis' <alewis@eces biz>, 'Robert Tucker' <rtucker@eces biz>,
'Sabrina Babson' <sbabson@eces biz>,'Annette Bennett' <abennett@eces brz>
Subject [External] 19-0424-Express_review_request-w-attach

rU-9 j,� External email Do not click links or open attachments unless you verify Send all suspicious email as an attachment to
re ort s am nc gov
Cameron,
Per Christine's email below I am sending you the request for Express Review for Sentry Self Storage The required
documents are attached
Please let me know of your earliest availability for submittal
Thank you,
Chris Russell, PE
(o)910-754-8029
(f) 910-754-8049
(m)910-232-0692
From Hall, Christine [mailto Christine Hall@ncdenr gov]
Sent Thursday, April 18, 2019 10 24 AM
To Chris Russell <crussell@eces bin
Cc 'Alan Lewis' <alewis@eces biz>, 'Robert Tucker' <rtucker@eces bin, 'Sabrina Babson' <sbabson@eces biz>,'Annette
Bennett' <abennett@eces biz>, Weaver, Cameron <cameron weaver@ncdenr gov>
Subject RE [External] 19-0418-Express_review—request
I will also be out of the office several days next week So please still send the request to Cameron You may cc me on it
if you'd like We will get it scheduled as soon as time permits
Christine Hall
Environmental Engineer
Division of Energy Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chnstine hall(oncdenr oov
127 Cardinal Drive Ext
Wilmington, NC 28405
�Nothmg Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From Chris Russell <crussell@eces bin
Sent Thursday, April 18, 2019 10 38 AM
To Hall, Christine <Christine Hall@ncdenr gov>
Cc 'Alan Lewis' <alewis@eces biz>, 'Robert Tucker' <rtucker@eces bin, 'Sabrina Babson' <sbabson@eces biz>,'Annette
Bennett' <abennett@eces bin, Weaver, Cameron <cameron weaver@ncdenr gov>
Subject [External] 19-0418-Express—review—request

t
n External email zDo not click links or open attachments unless you v@nfy Send all,sus'picious email°a}s �an attachment to
report scam@nc'goy ' """f'""V
Christine,
I lust left a voicemail for you I understand that Cameron is out of the office until the 29" of April We need to schedule
an express review for a new project How is that being handled in his absence? Should I email the request to you or is
there another person taking care of scheduling express reviews
Thank you very much,
Chris
East Coast
NGINEEPJNG ll SUFivvEnNG PG
J Christian (Chris) Russell, PE
Project Engineer
Post Office Box 2469
Shallotte \orth Carolma 29459
(o)910-754-8029
(Q 910-754-9049
(m)910-232-0692
9

North Carolina Department of Environmental Quality
Request for Express Permit Review
4
For DEO Use ONLY w
Rev¢•er E
Subm¢ !n/F
Time I0w
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application
package of the project location Please include this form in the application package
• Asheville or Mooresville Regions -Alison Davidson 828-296-4698,alison davidson ai(d)ncdenr aov
Winston-Salem, Fayetteville or Raleigh Regions -David Lee 919-791-4204, david lee(a)ncdenr gov
• Washington Region -Lyn Hardison 252-948.3842 or Ivn hardison(aDncdenr aov
Wilmington Region -Cameron Weaver 910-796-7265 or cameron weaver(a),ncdenr aov
NOTE Project application received after 12 noon will be stamped in the following work day
Project Name SENTRY SELF STORAGE County BRUNSWICK
Applicant J T MILDENBURG Company JTM DEVELOPMENT, INC
Address 106 LIVE OAK LANE City WILMINGTON, State NO Zip 28411 _
Phone [phone], Fax [phone], Email SENTRYSELFSTORAGENC@HOTMAIL COM
Physical Location 4711 SOUTHPORT SUPPLY ROAD
P t D t SC SW t Water classification 18-88--9-3-2 (DWR Surface Water Classifications Map)
SW =,
SW
SW
WQES��U
U
WQ
'7
E&S
_
E&S
_
Other
rojec rains in o _ warers — a er
Project Located in CAPE FEAR River Basin Is project draining to class ORW waters? N, within %mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant J CHRISTIAN RUSSELL, PE Company EAST COAST ENGINEERING & SURVEYING P A
Address PO BOX 2469 City SHALLOTTE, State NC Zip 28459- C f+C'vE
Phone [phone], Fax [phone], Email crussell@eces biz EC G
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE A 1
$0 00 #0 JOBS
SECTION ONE REQUESTING A SCOPING MEETING ONLY
ear.
❑ Scoping Meeting ONLY ❑ DWR, ❑ DOM, ® DEMLR, ❑ OTHER a�
SECTION TWO CHECK ONLY THE PROGRAM IS) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittenUPerennial Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_Imear fit or _acres)
[I Riparian Buffer Authonzation ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ It Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density Other _ # Treatment Systems / ❑ MOD ❑ Major ❑ Minor ❑ Plan Revision ❑ Redev Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed (CK # & Amt (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed ® Yes ❑ No
US ACOE Approval of Delineation completed ❑ Yes ® No
Received from US ACOE ❑ Yes ® No
Buffer Impacts ® No ❑ YES _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE []Yes ® No Permit
For DFQ un onh
Fee Sold for multiple permits (Check# I Total Fee Amount$
SUBMITTAL DATES
I Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal, ❑ Mm)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401
$ "x
LGS
i
$
Stream Deter`
$
NCDEQ EXPRESS August 2018

East Coast Engi
ENGINEER
DATE April 24, 2019
TO Cameron Weaver
FROM Chris Russell, PE
SUBJECT Sentry Self Storage
DEAR MR WEAVER
Surveying,
URVEYORS
TRANSMITTAL VIA EMAIL
)d„ Phase -find the -following
0i i•l I)S Request for Express Permit Review
2- StormwaterWhrrative for the proposed project
i 3- Site Plan with uicmity map
Thanks for your attention to this request'
P.C.
4918 MAIN STREET • POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL [phone] •Fax [phone]
FIRM LICENSE NUMBER C3014

East Coast Engi
ENGINEER!
Surveying,
URVEYORS
PROJECT NARRATIVE
For
Sentry Self Storage Expansion
Brunswick County, North Carolina
April 2019
STORtMWATERIEROSION CONTROL NARRATIVE
P.C.
Sentry Storage is located on NC 211 just west of NC 133, the east most access to Oak Island This
project will build one additional storage facility and provide stormwater treatment for this building and
associated asphalt pavement The Tax ID number for the property is 2210064 The total project area
and disturbed area is 206,298 SF or 4 74 acres The total parcel area 18 33 acres 13 59 acres have
been previously developed with two wet detention ponds for stormwater treatment
The property generally slopes south with low areas that are soft Excavated material will be used to fill
in low areas grade the project area to create defined high points splitting sheet flow to retain similar
drainage patterns with the exception being Pond 2 intercepting stormwater sheet flow to the west Silt
fence will be installed as required to prevent sediment runoff from stockpile and re -graded disturbed
areas With flat slopes and small disturbed area temporary silt fencing will be a sufficient erosion
control measure to prevent any sediment from leaving the site A temporary construction entrance will
be installed at the entrance to the to the work area to prevent sediment transport during construction
To prevent sediment from entering the stormwater collection system during construction block and
gravel inlet protection will be used on the proposed drop inlets These measures shall be inspected
regularly and the accumulated sediment removed to prevent the conveyance of sediment to any off -
site areas
The primary permanent erosion control measures that will remain after all disturbed areas have been
stabilized and the temporary measures are removed will be permanent grassing A seeding schedule
along with a construction sequence project description and erosion control notes will be included on
the plans
STORMWATER MANAGEMENT NARRATIVE
The proposed modification to the current permit includes 110 289 SF of existing impervious area and
the addition of an 18 000 SF metal storage budding with 12 944 SF of associated asphalt concrete
pavement for a total impervious area of 141 233 SF or 3 2 acres of impervious area will be routed
through Pond 2
4918 MAIN STREET . POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL 910 754 So29 • Fax [phone]
FIRM LICENSE NUMBER C 3014

Further modification to the existing permit will include the addition of a thud wet detention basin,
Pond 3 as well as two (2) 25,000 SF storage buildings, one (1) 4,000 SF storage building, 35,934 SF of
associated asphalt and 5,000 SF of future impervious area to be allocated at a later date for a total
impervious area of 94 934 SF or 2 2 acres
The proposed project is located within the Cape Fear River Basin The proposed project drams to the
Jump and Run stream which is classified SC Sw There are wetlands at the rear of the project and will
not be impacted
Stormwater from roofs is collected with ram gutters and routed to downspouts that splash onto asphalt
concrete pavement Downspouts are located every 20 feet on the long side of the buildings A reverse
crown of the aisles act as a gutter and routes stormwater to drop inlets and piped to the wet detention
ponds 2 and 3
The total Pond 2 area is approximately 0 34 acres The discharge orifice is a 1-1/2 SCH 40 PVC pipe
with an internal diameter of 1 59 inches This will drawdown the required storage volume in 108 9
hours or 4 5 days The pond has been sized to provide 90% TSS removal and does not utilize an
existing vegetative filter strip but is discharged into a vegetative ditch In the event of a larger than
design ram event, an emergency spillway has been provided at 34 2' MSL
The total Pond 3 area is approximately 0 29 acres The discharge orifice is a 1-1/2 SCH 40 PVC pipe
with an internal diameter of 1 59 inches This will drawdown the required storage volume in 101 9
hours or 4 2 days The pond has been sized to provide 90% TSS removal and does not utilize an
existing vegetative filter strip but is discharged into a vegetative ditch In the event of a larger than
design rain event, an emergency spillway has been provided at 33 40' MSL
4918 MAIN STREET -POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL [phone]o29 • Fax [phone]
FIRM LICENSE NUMBER C 3oi4

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Weaver, Cameron
From
Sent
To
Cc
Subject
Attachments
Cameron,
Chris Russell <crussell@eces biz>
Wednesday, April 24, 2019 9 03 AM
Weaver, Cameron
Hall, Christine, 'Alan Lewis', 'Robert Tucker', 'Sabrina Babson'
[External] 19-0424-Express_review_request-w-attach
19-0424_Express_Review_Regst-Pkg-1314 pdf
Annette Bennett'
Per Christine's email below I am sending you the request for Express Review for Sentry Self Storage The required
documents are attached
Please let me know of your earliest availability for submittal
Thank you,
Chris Russell, PE
(o)910-754-8029
(f) 910-754-8049
(m)910-2;2-0692
From Hall, Christine [mailto Christine Hall@ncdenr gov]
Sent Thursday, April 18, 2019 10 24 AM
To Chris Russell <crussell@eces biz>
Cc 'Alan Lewis' <alewis@eces biz>, 'Robert Tucker' <rtucker@eces biz>, 'Sabrina Babson' <sbabson@eces biz>, 'Annette
Bennett' <abennett@eces biz>, Weaver, Cameron <cameron weaver@ncdenr gov>
Subject RE [External] 19-0418-Express—review—request
I will also be out of the office several days next week So please still send the request to Cameron You may cc me on it
if you'd like We will get it scheduled as soon as time permits
Christine Hall
Environmental Engineer
Division of Energy Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chnstine hall(cDncdenr gov
127 Cardinal Drive Ext
Wilmington NC 28405
0- :5— 'Nothing Compares,,

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From Chris Russell <crussell@eces biz>
Sent Thursday, April 18, 2019 10 38 AM
To Hall, Christine <Christine Hall@ncdenr eov>
Cc 'Alan Lewis' <alewis@eces biz>, 'Robert Tucker' <rtucker@eces biz>,'Sabrina Babson' <sbabson@eces biz>,'Annette
Bennett' <abennett@eces biz>, Weaver, Cameron <cameron weaver@ncdenr eov>
Subject [External] 19-0418-Express_review_request
Christine,
I just left a voicemail for you I understand that Cameron is out of the office until the 29`h of April We need to schedule
an express review for a new project How is that being handled in his absence? Should I email the request to you or is
there another person taking care of scheduling express reviews
Thank you very much,
Chris
J Christian (Chris) Russell, PE
Project Engineer
Post Office Box 2469
Shallotte, North Carolina 28459
()910-754-8029 /
(f) 910-754-8049
(m)910-232-0692
/Lo