SW8990224_HISTORICAL FILE_20140417

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 90 021`{
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201tA 0 `i I I
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Apnl 17, 2014
J T Mddenberg, President
JTM Development, Inc
106 Live Oak Lane
Wilmington, NC 28411
Subject State Stormwater Management Permit No SW8 990224
Sentry Self Storage
High Density Commercial Project
Brunswick County
Dear Mr Mildenberg
John E Skvarla, III
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Sentry Self Storage on
April 17, 2014 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 We are forwarding Permit No SW8 990224 dated April 17,
2014, for the construction of the subject project
On August 5, 2009, the Governor signed Session Law 2009-406 This law impacts any development approval issued by the
Division of Energy, Mineral, and Land Resources under Article 21 of Chapter 143 of the General Statutes, which is current and
valid at any point between January 1, 2008, and December 31, 2010 The law extends the effective period of any stormwater
permit that was set to expire dunng this time frame to three (3) years from its current expiration date On August 2, 2010, the
Governor signed Session Law 2010-177, which granted an extra year for a total of four (4) years extension
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 Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, certification of the BMP's, procedures for changes of ownership,
transferring the permit, and renewing the permit Failure to establish an adequate system for operation and maintenance of
the stonmwater management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew the
permit, will result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adludicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The written petition must
conform to Chapter 150E of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or
the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www NCOAH com Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact Chris Baker, or me at (910)
796-7215
Sincerely,
Tracy Davis, P E , Director
Division of Energy, Mineral, and Land Resources
GDS/csb S 1WQSIStormwateAPermits & Pro(ects119991990224 HD12014 04 permit 990224
cc East Coast Engineering & Surveying, P C
Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension Wilminoton North Carolina 28405 - [phone] / Fax [phone]

State Stormwater Management Systems
Permit No SW8 990224
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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 two (2) wet detention ponds in compliance
with the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral, and Land Resources and considered a 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
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 17 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 487,794 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 43,449 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 990224
6
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
Pond #1
Pond #2
a
Drainage Area, acres
1242
311
Onsite, ft'
541,015
135,490
Offsite, ftZ
N/A
N/A
b
Total Impervious Surfaces, ftt
408,555
79,239
c
Design Storm, inches
1 0
1 5
d
Average Pond Design Depth, feet
6
35
e
TSS removal efficiency
90%
90%
f
Permanent Pool Elevation, FMSL
320
320
g
Permanent Pool Surface Area, ft'
26,527
9,321
h
Permitted Storage Volume, ft'
37,312
23,740
1
Temporary Storage Elevation, FMSL
333
340
i
Controlling Orifice, 0 inches
30
1 5
k
Permitted Forebay Volume, ft'
22,818
5,025
1
Fountain Horsepower, HP
1/3
N/A
m
Receiving Stream/River Basin
Jump & Run Creek
n
Stream Index Number
SC,Sw
o
Classification of Water Body
Cape Fear
II
SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowin.9 and re -vegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
a Access to the outlet structure must be available at all times
4 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for a fountain in this pond is 1/3 horsepower for
pond #1 only Pond #2 does not contain sufficient volume to be allowed a
spray fountain
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 990224
5 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR The records will indicate the date,
activity, name of person performing the work and what actions were taken
6 The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was 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
9 Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 990224
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change Form signed by both parties, to
the Division of Energy, Mineral, and Land Resources, accompanied by the
supporting documentation as listed on page 2 of the form The approval of this
request will be considered on its merits and may or may not be approved
2 The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request
3 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, in accordance with North Carolina General Statute 143-
215 6A to 143-215 6C
4 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
7 The permit remains in force and effect until modified, revoked, terminated or
renewed The permit may be modified, revoked and reissued or terminated for
cause The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition
8 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
9 Approved plans and specifications for this protect are incorporated by reference
and are enforceable parts of the permit
10 The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes
11 The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit The renewal request must include the appropriate
documentation and the processing fee
Permit issued this the 17th day of April, 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 990224
Sentry Self Storage
Stormwater Permit No SW8 990224
Brunswick County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 990224
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized and located per the
approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
16 All components of the stormwater BMP are located in either recorded
common areas, or recorded easements
cc NCDENR-DEMLR Regional Office
Brunswick County Budding Inspections
Page 7 of 7

' DEMLR USE ONLY
Date Received
Fee Paul
Per1nitNumber
Applicable Rules 41 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
UEd Z2 ���"57 5 " State of North Carolina
y/, y/�� Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
Sentry Self Storage
2 Location of Project (street address)
4711 Southport Supply Road
City Bolivia 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
approximately 0 past the main entrance to St fames Plantation
4 Latitude 33' 57' 15 4" N Longitude 78' 3' 45 3" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ®Modification ❑ Renewal w/ Modihcationt
tRenetuals unth modifications also requires SWU-102 - Reneroal Application Form
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) 08-14-07 and the status of
constriction ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2 Specify the type of project (check one)
❑Low Density ®High Density [—]Drams 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, tI rF- C lEI V E
4 a Additional Project Requirements (check applicable blanks, information on required stitf peft6s SLap 18%
obtained by contacting the Customer Service Center at 1-877-623-6748) G
❑LAMA Major ®Sedimentation/Erosion Control 3 42 ac of Disobed Area
❑NPDES Industrial Stormwater 0404/401 Permit Proposed Impacts 8Y �—
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit
5 Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S L 2012-200, Part VI http //portal ncdenr org/web/Ir/rules-and-regulations
ORIGINAL
Form SWU-101 Version Oct 31, 2013 Page I of 6

III CONTACT INFORMATION
1 a Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the protect)
Applicant/Organization JTM Development Inc
Signing Official & Title j T Mildenberg, President
b Contact information for person listed in item la above
Street Address 106 Live Oak Lane
City Wilmington State NC Zip 28411
Mailing Address (if applicable)
City
Phone (910 ) 457-7181
Email sentryselfstorageagencOhotmail 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 (ifapphLable)
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 Engineering & Surveying PC
Signing Official & Title
b Contact information for person listed in item 3a above
Mailing Address 4918 Main Street, Post Office Box 2469
City
Phone (910 ) 754-8029
Email alewisOeces biz
State NC Zip 28459
Fax ( 910 ) 754-8049
4 Local jurisdiction for building permits Brunswick County
Point of Contact Reggie Hucks Phone #
Form SWU-101 Version Oct 31, 2013 Page 2 of 6
(910 1 253-2050
ECEIVE
FEB 2 6 2M
BY — ------

tv PROJECT INFORMATION
1 In the space provided below, bnefly summarize how the stormwater runoff will be treated
New Building roof downspouts will discharge to paved roadway/parking and will dram to drop inlets and
then piped to the new wet detention pond, Pond #2
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 Budding 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 11— Post Construction
3 Stormwater runoff from this project drams 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 follow%g the normal pool of impounded structures, the area
between
the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line The resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 610 %
9 How many drainage areas does the project have? 2 (For high density, count 1 for each proposed engineered
stormwater BMP For low density and other projects, use 1 for the whole property area)
10 Complete the following information for each drainage area identified in Project Information item 9 if there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Jump & Run
Jump & Run
Stream Class *
SC Sw
SC Sw
Stream Index Number *
18-88-9-3-2
18-88-9-3-2
Total Drainage Area (sf)
541,015
135,490
On -site Drainage Area (sf)
541,015
135,490
Off -site Drainage Area (so
0
0
Proposed Impervious Area"* (sf)
408,555
79,239
% Impervious Area"* (total)
76 %
58%
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area
On -site Buildings/Lots (sf)
139,475
19,000
On -site Streets (so
233,231
16,790
On -site Parking (sf)
0
0
On -site Sidewalks (sf)
0
0
Other on -site (so
0
0
Future (sf)
15,849
27,600
-11
Off -site (sf)
20,000
0
Existing BUA*** (sf)
0
15,849
By
Total (so
408,555
79,239
Stream Class and Index Number can be determined at http //portal ncdenr org/zoeb/wq/ps/csu/classificahans
" lm�ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Form SWU-101 Version Oct 31, 2013 Page 3 of 6

Report only that amount of existing BUA that will remain after development Do not report any existing BUA that
is to be removed and which will be replaced by new BUA
11 How was the off -site impervious area listed above determined? Provide documentation N/A
Protects in Union County Contact DEMLR Centiat Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent storonvater requirements as pet 15A NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from http //portal ncdenr org/web/wq/ws/su/bmp-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR) A complete package includes all of the items listed below A detailed application
instruction sheet and BMP checklists are available from
http //portal ncdenr org/web/wq/ws/su/statesw/forms does The complete application package should be
submitted to the appropriate DEMLR Office (The appropriate office maybe found by locating project on the
interactive online map at http //poi tal nccicnrorg/web/wq/ws/su/maj2 )
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 it/portal ncdenr org/web/wq/ws/su/statesw/forms does
Initials
1 Original and one copy of the stormwater Management Permit Application Form G(i
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants %fl
Form (if required as per Part VII below) /
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M [�
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to
http //www envhelp org/1ages/onestopexpress html for information on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting)
5 A detailed narrative (one to two pages) describing the stormwater treatment/management for l�
the project This is required in addition to the brief summary provided in the Project
Information, item 1
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within ik mile of the site boundary, include the ih
mile radius on the map
7 Sealed, signed and dated calculations (one copy)
8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including (�
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g Revision number and dates
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW Imes
• Delineate the vegetated buffer landward from the normal pool elevation of i �%Z®E IVE
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal rs
i Dimensioned property/project boundary with bearings & distances FEB 2 6 20%
I Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations
I Details of roads, drainage features, collection systems, and stormwater control meAkres —
m Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
Form SWU-101 Version Oct 31, 2013 Page 4 of 6

10
11
A copy of the most current property deed Deed book 1266 Page No 29
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
htto //www secretary state nc us/Corporations/CSearch asjx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
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 JD
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs Include an 8 5"x11" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule o site visit for DEMLR to verify the SHWT prior
to submittal, [phone]) /
l(>—(���,,,��__—
-- —
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-
fen ins does Download the latest versions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer Gerald DeVito, PE
Consulting Firm East Coast Engineering & Surveying, PC
Mailmg Address 4918 Main Street, Post Office Box 2469
City Shallotte State NC Zip 28459
Phone (910 ) 754-8029
Email gdevito@eces biz
Fax (910 ) 754-8049
IX PROPERTY OWNER AUTHORIZATION (f Contact Information, item 2 has been filled out, complete this
section)
i, (print or type name of person listed in Contact Information, item 2a) certify that i
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact information, item la) to develop the project as curreently_propo�s A y of
the lease agreement or pending property sales contract has been provided with the dig 8e the
party responsible for the operation and maintenance of the stormwater system
E�FEB 2 6 201�
Form SWU-101 Version Oct 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater
treatment facility without a valid permit I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215 1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCCS 143-215 6
Signature
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission
X APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 1a) IT Mddenberg �S T, 'U' I d�i�ar
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded that the proposed project complies with the requirements of the
applicable storm ules 5A C 2H 1000 and any other applicable state stormw erzwire eats
Signature Date,�Q
I, Notary Public for the State of C;3n Lkgh County of
,LO,cL— do hereby certify that �o� T J—� - I de�QK personally appeared
before me this L day of ��
0 dlq " and acknowledge the due executionofthe application for
a stormwater permit Witness my hand and pffit to
NOTARY
PUBLIC y
G �•
t, S� ,S'
SEAL
My commission expires I L _ a-) —act 1 a
ECEIVE
FEB 2 6 2014
BY
Form SWU-101 Version Oct 31, 2013 Page 6 of 6

Permit Number
(to be provided by DWQ)
Drainage Area Number
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
login a known set location Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided
This system (check one)-
® does ❑ does not incorporate a vegetated filter at the outlet
This system (check one).
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks)
— No portion of the wet detention pond should be fertilized after the first nutted
fertilization that is required to establish the plants on the vegetated shelf
— Stable groundcover should be maintamed in the drainage area to reduce the
sediment load to the wet detention basin
— If the basin must be dramed for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be mmuruzed to the
maximum extent practical c
— Once a year, a dam safety expert should mspect the embankment E C E I VC
After the wet detention pond is established, it should be inspected once a m thrAR 2 s Zoia
within 24 hours after every storm event greater than 10 inches (or 15 inch f in a
Coastal County) Records of operation and maintenance should be kept in a own
location and must be available upon request
Inspection activities shall be performed as follows Any problems that are found shall
be repaired immediately
BMP element
Potential problem
How I will remediate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
eiosive gullies have formed
remove the gully, and then plant a
ground cover and water until it is
established Provide lime and a
one-time fertilizer application
Vegetation is too short or too
Maintain vegetation at a height of
long
approximately six inches
Form SW401-Wet Detention Basin O&M -Rev 3 CV' / I NA
L

Permit Number
(to be provided by DWQ)
Drainage Area Number
BMP element
Potential problem
How I will remediate the problem
The inlet device pipe or
The pipe is clogged
Unclog the pipe Dispose of the
swale
sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged
Erosion is occurring in the
Regrade the swale if necessary to
swale
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible Remove the sediment and
sediment storage
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Erosion has occurred
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems
Weeds are present
Remove the weeds, preferably by
hand If pesticide is used, wipe it on
the plants rather than spraying
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health
Plants are dead, diseased or
Determine the source of the
dying
problem soils, hydrology, disease,
etc Remedy the problem and
replace plants Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary
Weeds are present
Remove the weeds, prefei ably by
hand If pesticide is used, wipe it on
the plants rather than spraying
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible Remove the sediment and
storage depth
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Algal growth covers over
Consult a professional to remove
50% of the area
and control the algal growth
Cattails, phragmrtes or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray)
the basin surface
=.c;E1VE
FEB 2 6 20%
Form SW401-Wet Detention Basin O&M -Rev 3 h PagD of 4

Permit Number
(to be provided by DWQ)
Drainage Area Number
BMP element
Potential problem
How I will remediate the problem
The embankment
Shrubs have started to grow
Remove shrubs immediately
on the embankment
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers
A tree has started to grow on
Consult a dam safety specialist to
the embankment
remove the tree
An annual inspection by an
Make all needed repairs
appropriate professional
shows that the embankment
needs repair
The outlet device
Clogging has occurred
Clean out the outlet device Dispose
of the sediment off -site
The outlet device is damaged
Repair or replace the outlet device
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet
the 401 Oversight Unit at 919-733-
1786
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments
When the permanent pool depth reads 6 feet in the main pond, the sediment
shall be removed
When the permanent pool depth reads 3 feet in the forebay, the sediment shall
be removed
Sediment Removal
Bottom
290 I
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
ft Min
Sediment
Storage
Form SW401-Wet Detention Basin O&M -Rev 3
Permanent Pool Elevation 32 0
Pool
\ Sediment Removal Elevation 260 Volume
------ ----- --- ---
Bottom Elevation 25 0 1 1-ft
MAIN POND
ECEIVE
FEB 2 6 2014
BW� — Paee 3 n£4
Storage

Permit Number
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party
Project name
BMP drainage area number 2
or
Print name JT Mtldenberg
Title President
Address 6013 Wellesley Place, Wilmington, North Carolina 28409
Phon
Stgme
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president
a Notary Public for the State of
df;d� Cot'U (V,,Q�_ , County of do hereby certify that
personally appeared before me this
day of, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements Witness my hand and official
seal,
M
NOTARY
PUBLIC
G '
4L` `S
1 rh Cpv,
SEAL ECEIVE
My commission expires ) ��1 —� O 1 e� FEB 2 6 2014
BY•_
Form SW401-Wet Detention Basin O&M -Rev 3 Page 4 of 4

Permit No���-
(to be "coded by 0")
®iA:A O�Of�
AjF.ri " C
NCDENR
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled red, printed end submitted
The Required Items Checklist (Pert III) must be printed. filled oW and submitted eleng with all of the required kdormation
Project name
Contact parson
Plane number
Date
Drainage area number
2
II DESIGN INFORMATION
�
Sits Characteristics
Drainage area
135 490 it
Impervious area, post -development
79,239 Rr
% bnperviaus
58 48 %
Design rainfall depth
15 in
Storage Volume Non•SAWalers
Mioknum volume required
Volume provMed
Storage Volume SA Watere
1 5 nnaR volume
Pre -development 1 yr, 24hr naa0
Post -development 1-yr, 24-Iu nmoR
Minimum volume required
Volume prowled
Peak Flow Calculations
Is the pre/post control of fire fir 24hr storm peak Bow required?
1-yr 24-hrmoril depth
Rational C, pre -development
Rations] C, post -development
Rainfall Intensity' 1-yr 24hr storm
Pre-devetopmem 1-yr 24hr peak floe
Post -development 1-yr, 24hr peak Row
Pre/Post 1-yr 24-hr peak Rev control
Elevations
Temporary pod elevation
Permanent pod elevation
SHWT elevation (appmx at the perm pod elevation)
Top of 10R vegetated shelf elevation
Bottom of tOR vegetated shelf elevation
Sediment dearoul, lop elevation (bottom of Pond)
Sedsrard dearout, bottom elevation
Sedlmenl storage provided
Is there additional volume stored above the state -required temp pool?
Elevation of the top of the additional volume
(I
its
9761 fis
2,032 83
21 395 113
19 363 Its
23,740 Rs
y (Yor N)
36 in
0 20 (witless)
064 (urudess)
015 INhr OK
006 f&K
032 Rslsec
0 26 Rslsec
34 00 frrW
3200 fmsl
3200 final
32 50 final
3150 Imam Data not needed for calculation option #1, but OK 8 provided
2600 first
25 00 fmsl Data not needed for calculation option Nt, but OK it provided
100 R
N (Y or N)
34 0 fmsl OK
From SW401 Wet Detention BetlmRev &4n1812 Pans I a 11 Design $rummy Page 1 of 2

Perm. No
MW PmwCed by OWO)
II DESIGN INFORMATION
Surface Areas
Area, temporary pool
13 394 ft
Area REQUIRED, pemlartent pod
6 064 1?
SAIDA retie
4 49 (unit=)
Area PROVIDED, permanent pod Ara,,,yw
9,321 fe OK
Area bottom of loft vegetated shelf AaoLma
5,567 ft'
Area sediment deanoui, top elevation (bottom of pond) Ab,.,
2,596 It"
Volumes
Volume, temporary pod
23 740 ft
OK
Volume, permanent pod V. ,aa
25,632 ft'
Volume, forebay (aim of brebays it mom than one brebay)
5 025 ft'
Forebay % of permanent pod volume
19 6% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MounlaWPiednant SAIDA Table Used?
N (Y or N)
SAIDA reta
449 (unless)
Average depth (used in SAIDA table)
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume permanent pod V,,,, w
25,632 it
Area provided permanent pod A,,,,,
9,321 It'
Average depth calculated
3 50 R
OK
Average depth used in SAIDA, dw (Round to nearest 0 51Q
35 R
OK
Calculation option 2 used? (See Fgure 10-2b)
N (Y a N)
Area provided permanent pool. Aa ym
9 321 ft'
Area, bottom of loft vegetated shelf, Ada„ r
5,567 ft
Area sediment dearmuL top elevation (bottom of pond) Abo_,ov
2,596 ft'
'Depth' (distance bAv bottom of loft shelf and top of sediment)
5 5o ft
Average depth calculated
329 It
OK
Average depth used In SAIDA d„ (Roundto dowrf to n fares105Il)
3 5 It
OK
Drawdown Calculations
Drawdown Ituogh ordce?
Diameter of office (dornadar)
Area of orifice (ikoncurcular)
Coefficient of discharge (CD)
Driving head (Ha
Drewdown though weir?
Weir type
Coaffiuenl of discharge(C.)
Length of weir (L)
Driving head(H)
Pre -development i yr, 244tr peak flow
Postdevelopmenl 1 yr, 24-hr peak lbw
Storage volume discharge rate (through discharge onlice a weir)
Storage volume drawdown Ime
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow, 6 onfice7
Freeboard provided
Vegetated filter prowled?
Recorded drainage, easement provided?
Capures an nua6 at ultrnate buld-0ui?
Drain mechanism for maintenance or emergencies is
Y (Y or N)
150m Enter edher diameter of onice or me of non -circular once Do not enter
3 35 in' both diameter and area for a circular office
060 (mi0ess)
058 It
N (Y or N)
(uotiess)
(uo0ess)
It
It
0 09 ft'hec
009 ft'Isec
009 ft'Icec
3 29 days OK draws dam in M days
3 1
OK
10 1
OK
100 it
OK
3 1
OK
27 1
OK
Y (Y or N)
OK
loft
OK
Y (YorN)
OK
N (Y or N)
Insufficient Recorded drainage easementrequired
Y (YorN)
OK
Mud Hog Pump
Form SWae1 Wat Dafnron Basin Rev 94H Sri Pens I A It Osiris. Swnmary Page 2 of 2

Permit No
(to be provided by DWQ)
III REQUIRED ITEMS CHECKLIST Ij
Please indicate the page or plan sheet numbers where the supporting documentation can be found An incomplete submittal package will
result in a request for additional information This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met If the applicant has designated an agent, the agent may initial below If a
requirement has not been met, attach justification
Pagel Plan
Initials Sheet No
G GD C-3 1 Plans (1" - 50' or larger) of the entire site showing
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement
GD C-4 2 Partial plan (1" = 30' or larger) and details for the wet detention basin showing
- Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip
GO
C-4
3 Section view of the wet detention basin (1" = 20' or larger) showing
- Side slopes, 31 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures
GD
N/A
4 If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans pnor to use as a wet detention basin
GD
C-2
5 A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided
GD
C-3
6 A construction sequence that shows how the wet detenbon basin will be protected from sediment until the
entire drainage area is stabilized
GD
Attached
7 The supporting calculations
GD
Attached
8 A copy of the signed and notarized operation and maintenance (O&M) agreement
GD
NIA
9 A copy of the deed restrictions (if required)
GD
Attached
10 A soils report that is based upon an actual field investigation, soil borings, and infiltration tests County
soil maps are not an acceptable source of soils information
ECEI V
FES262014
Form SW401-Wet Detention Basin
Rev 9-4/18/12 BO ems checklist Page 1 of 1

0ii-24-'14 10 37 FROM -
T-657 P0007/0008 F-118
state z3mrmwater management systems
Permit No SW3 990224
Sentry Self Storage
Stormwater Permit No SW8 990224
Brunswick County
Designer's Certification
I, C'ZEgQ 2W dV , as a duly registered C101�,eR m the
State of North Carolina, having been authorized to observe (pegQAQaJI y eekly/ full
time) the construction of the project,
Sg i4 57bR44re
(Protect)
for �D-I A �D eJej-ei.--EY�c, ,(Protect Owner) hereby state that, to the
best of my abilities, due c re and diligence was used in the observation of the protect
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specifications
CC9T6 F! cR l 6CAU FOR JPX4-V5 14-gL)
Signature /.
Registration Number. 0/8616
Date q /it /Z&/4-
pohrp ;46Z
ECEUVi'
SEP 18 2014
Dy
SEAL
����Q DNA CAP0C j ry
�O��QOFESS%pti,�ti9
SEAL
018016
c 0
'roR'gLD UeN04
Page 6 of 7

0,'-24-'14 10 37 FROM-
T-657 P0008/0008 F-118
btate atormwater ivianagemem aysterns
Permit No SW8 990224
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage 000- Phtfc / 1/0 P01VD "d z
2 The drainage area to the system contains no more than the permitted
/ amount of built -upon area cox PMw l 4P Aatia Az
J 3 All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drams are located such that the runoff is directed into the system
The outlet structure elevations are per the approved plan
The outlet structure is located per the approved plans
�[! Trash rack is provided on the outlet structure
All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
�1 The inlets are located per the approved plans and do not cause short-
circuiting of the system,
to 11 The permitted amounts of surface area and/or volume have been
provided Fes. Pa is (_ I -�. 4",b ;e-z
12 Required drawdown devices are correctly sized and located per the
approved plans
�i3 All required design depths are provided
t✓/ 1All required parts of the system are provided, such as a vegetated shelf,
✓// and a forebay
15 The required system dimensions are provided per the approved plans
_4A16 All components of the stormwater BMP are located in either recorded
common areas, or recorded easements
cc NCDENR-DEMLR Regional Office
Brunswick County Budding Inspections
Page 7 of 7

i
MEMORY TRANSMISSION REPORT
TIME 04-24-2014 10 36
FAX NO 1
NAME
FILE NO
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
117
04 24 10 32
a 94577678
8
04 24 10 32
04 24 10 36
8
OK
'SUCCESSFUL TX NOTICE"'
9ta<e of North C.roLna
Departmev< of 8nv(romm�nt .nd N.lura) I<e.ou rim
Wgmingtvn Aegton.) UMo
Par MalSaryGovernor FAX COVF.li 6IIE8T JOMw BSF'vaHa III. Secrelery
nnm y�Z yy ZO/ � No Pngen (e,ccl co.erj
.ta T T. /(/ji �G dc.✓ 6E.e 9 Prom - — --- —
Co �%—%�' �E✓G GAP MCN-f Phone C9101726-1336
E-
swg� 99� zzy
I., Cselnul D ,— E1reaY WnnYngm, NC "4.1 - (fl I0)1r 121 I r M .goal Oppoi 'W Aln—m — A— -)

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date
To
Co P,�IE10 —
Fax — 76 7 9
No Pages (excl cover)
From Jo Casmer
Phone [phone]
Fax [phone]
Re Ste, >, SEG
Swg1 990 zz
Go G-
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

iEMORY TRANSMISSION REPORT
TIME 04-24-2014 10 37
FAX NO 1
NAME
FILE NO
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
118
04 24 10 33
e 919107548049
8
04 24 10 36
04 24 10 37
8
OK
'SUCCESSFUL TX NOTICE"'
sr.ro or ivorw c.wu..
nepv<...e.< or Snviro.me.u.n x.<.roi n..ouroe.
wnmi.a<.. liegion.i omw
Pnr MCGlvry Governor FAX COVER SIiEB'IC J.bv SShrurlo n!. 9eerotery
Here y/Z� Z �< � No P.�s Cool cover]
To i�GA'�+ G cu - � Prom 3 C ern
G O Pam- GG
137 CudinW Drive [ia[ianelon Wih��inytan NC 38109 � (9l0)')96-T 15 � M PiP�el Oppom�nipAAlrm4iw ACMon Hmpioyer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date /O/ No Pages (excl cover)
To /rt G�� G �� ' S From Jo Casmer
Co GAS T C��' /s T E�g^� Phone [phone]
Fax 9/O - 7 5 T — �d / Fax [phone]
Re �C� Ted( SLCL/G STo.e 99
Sw S 99oaa�
ve - h_ev-l- d
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

Casmer, Jo
From.
Casmer, Jo
Sent
Thursday, April 24, 2014 10 47 AM
To
'alewis@eces biz'
Subject-
Sentry Self Storage SWS 990224
Hi Alan Chris Baker forwarded your message tome regarding needing a copy of the issued permit I've Just received
the signed permit and the hard copies will be in today's mad With Express permits, it is standard practice to fax a copy
of the issued permit to both the permittee and the consultant I've Just completed doing so and received confirmation
they were successfully transmitted to both 1TM Development and your office
Please let me know if you have any questions
jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disdosed to thud
parties

Casmer, Jo
From. Baker, Chris
Sent Tuesday, April 22, 2014 8 23 AM
To Casmer, Jo
Subject FW Sentry Self Storage Expansion
From: Alan Lewis [maftc alevrrs^eces biz]
Sent: Tuesday, April 22, 2014 8 10 AM
To: Baker, Chns
Cc: Sabrina Babson
Subject: Sentry Self Storage Expansion
Chns,
Once the stormwater permit for Sentry Storage has been signed, could you please have someone scan it and
send it to me via email9
Thanksl
East -Coast
ENGINEERING & SURVEYING, PC
Alan C. Lewis. President
Director of Planning & Management Servites
Post Office Box 2469
Shallotte, North Carolina 28459
(o) 910-754-8029
(f) 910-754-8049
(m)910-443-2081
Engineers Planners, Surveyors
alems@eves 6rz
-CES
^ftt!cInF NTr9r ITY •`T6TFMF 4T Thg r_r-_ �'r_ _ 'erie,V pnh, £or'he use sihe Innr, �dr„� of a-'r•� n_m_i �hv � �N';-� �- - �r _--_ �n •h_ r.
ronfioenn9i nnwregeo 9nn ex-mpt from ({rSCIOSnrPdl,ndnr 9taphrihle IaW if you ,e not the intenders reagent you are hereby notified that any draclosure cooyrng
4 m o u o a ., "", r-,rnr-nnhno roaf^mod r^ fhr-11'ni h^+,o •=rw.,ea fhr -! i In^-e mrrr4n+ol�
nor, me by e-mare at no abme admnas

Casmer, Jo
From
Casmer, Jo
Sent
Tuesday, April 22, 2014 3 24 PM
To
Hughes, Donna
Cc
Bennett, Bradley, Weaver, Cameron
Subject
FW Contact Info for a fee refund
Attachments
Deposit Log pdf
The required Deposit Log is attached, reflecting the deposit of check #3032 (1TM Development) in the amount of $505
for permit # SW8 990224 This money needs to be applied to the Express program as permittee decided to move the
project out of the regular program into the Express program They paid the balance of the Express fee at the time the
project was transferred into Express
Please let me know if you need anything else
Jo Casmer
Administrative Assistant IV
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Pubhc Records Caw and may be disclosed to third
parties
From: Bennett, Bradley
Sent: Tuesday, April 22, 2014 2 12 PM
To: Casmer, Jo
Cc: Deborah Reese
Subject: RE Contact Info for a fee refund
Jo,
I talked with Donna Hughes and Deborah Reese today about this What Donna needs for the transfer is a copy of the
Deposit Log from when this check was processed Could you scan that in and email it to Donna? Please copy me also
Thanks
m
Bradley Bennett
Stormwater Permitting Program Phone [phone]
NC Division of Energy, Mineral and Land Resources Fax [phone]
1612 Mail Service Center Email bradlev bennett@ncdenr gov
Raleigh, NC 27699-1612 Web htto tloortal ncdenr orclwebllrlstormwater
Email correspondence to and from this address may be subject to public records laws
From: Casmer, Jo
Sent: Monday, April 14, 2014 11 10 AM

To: Bep'nett, Bradley
!iubjlect. Contact Info for a fee refund
Hi Bradley I know Fran is gone and I need to request a Stormwater fee previously deposited to be transferred from the
regular program to the express program — don't know who is handling the SW fees these days Can you tell me who I
need to contact?
Thanks much
jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties

Baker, Chris
From Alan Lewis [alewis@eces biz]
Sent Thursday, April 17, 2014 1 40 PM
To Baker, Chris
Subject Sentry Self Storage Expansion - SW8 990224 Mod
Attachments SW8 990224 Mod Wet Detentions Basin Supplement Rev 4-17-14 pdf
Chris,
As requested, attached is a revised Wet Detention Basin Supplement reflecting a 1 5" Sch 40 PVC orifice
instead of a 2" Sch 40 PVC orifice
Please mark this change on Sheet C-4 of the plans We will make the same change on the plan sheet noting this
as a revision made today
If possible, once the permit has been issued, please have someone forward me a copy by email
Thanks agaml
l
PC
Alan C. Lewis, President
Director of Planning & Management Services
Post Office Box 2469
Shallotte, North Carolina 28459
(o)910-754-8029
(f) 910-754-8049
(m) 910-443-2081
Engineers, Planners, Surveyors
alewis@eces biz
www eces biz
CONFIDENTIALITY STATEMENT This e-mail transmission is intended only for the use of the individual or entity named above and may contain information that is
confidential privileged, and exempt from disclosure under applicable law If you are not the intended recipient you are hereby notified that any disclosure copying
distribution or use of any of the information contained in this transmission is strictly prohibited If you have received this transmission in error please immediately
notify me by e-mail at the above address

East Coast Engier%ng & Surveying, P.C.
ENGINEERS-FCA,NNERS•SURVEYOIRS
.ii TRANSMITTAL -4
TO: Cameron Weaver/Chris Baker DATE* 4-13-14
NCDEMLR-DWQ
PROJECT Sentry Self Storage Expansion
Wilmington, NC
SW8 990224 Mod
SUBJECT Revised Plans and Report for Stormwater Express Review
We are sending you Via Hand Delivery the following items
[X] Plans [ ] Contract Documents [ ] Specifications [ ] Shop Drawings
[ ] Samples [ ] Copy of Letter [ ] Reproducible(s) [ ] Computer Disk
[ X] Other 2 Copies of Revised SHWT Report by LMG for New SW Pond Servinq Project Expansion
Sheet No (s) No Copies Date Sheet or Item Description
Cover & C1-05 2 Each Rev 3-17-14 Cover & Plan Sheets C1 thru C5
APR 14 2014
These are transmitted as Checked Below BY'
[ ] As Requested [ ] For Your Use [ X ] For Approval [ ] For Your Information
REMARKS
Thank you for allowing our Client to switch from the Regular Review Program to the Express Review
Program for Stormwater Since our inital stormwater submittal, we have revised the plans to address
Sedimentation and Erosion Control Comments (approval now in hand) and have also updated the SHWT
Report for the new Stormwater Pond that will serve the proposed protect expansion
Alan C Lewi r ident/Project Manager
pc Terry Mildenberg, Client
File 1314 (Sentry Self Storage Expansion)
4918 Main Street * Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel [phone] * Fax [phone]
Firm License Number C-3014

LMG
LAND MANAGEMENT GROUP INC
Environmental Consultants
a
Mr Alan Lewis
East Coast Engineering & Surveying, P C
P O Box 2469
Shallotte. NC 28459
LMCEI IE
APR 14 2014
By: --
April 9, 2014
Re Sentry Self Storage Expansion Seasonal High Water Table Determinations
Alan,
On Wednesday, April 9, 2014 Land Management Group, Inc evaluated
the soils within the proposed stormwater basin areas for the expansion of the
Sentry Self Storage facility, located on the south side of NC 211, Brunswick
County, NC Existing features and survey control points by other personnel were
used to approximate the location on the proposed BMP onsite
The expansion site is located on the southeast side of NC 211,
approximately 0 85 miles west of the intersection on NC 211 and Beach Road,
and is currently under forestry use The purpose of the evaluation was, to
describe the sod profile, and quantify the depth to the seasonal high water table
(SHWT) for the project engineer Figure 1 shows the proposed expansion area
for this site
FIGURE 1
ap
\ • ..- -_ ml.l� ® IDLL Ai-.2b* 1 e 1W� aM n•rn
The soils on this site are mapped as the Leon in the Soil Survey of
Brunswick County (USDA, 1982), Figure 2
Figure 2

Three soil borings were made on the site within the footprint of the
proposed stormwater structure, Figure 3. All soil borings occurred in a nearly
level area with minimal soil disturbance in the upper 6 inches and have natural
undisturbed soil below the surface horizons. The borings confirmed to be an
Leon and Lynn Haven soil series.
Figure 3:
4Y
S �u"i`v:` Locatlons
The site is nearly level and has large drainage canals along both the
eastern and western sides that are approximately five feet in depth and currently
have approximately 50 inches of freeboard.. These canals appear to have been
installed in the late 1970's. Additionally, the existing stormwater pond intercepts
much surface and groundwater flow from this site. These two factors have
substantially lowered seasonal high groundwater conditions at the location of the
proposed stormwater BMP.

The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction
There is evidence of relict redoximorphic features at shallow depth in all borings
From observation of historic and regional drainage of the lands surrounding the
site and based on soil morphological features we have estimated the
contemporary SHWT to be approximately 42 inches below the soil surface for all
three borings
In summary, this site has areas that are proposed for stormwater basin
placement These areas have sods with contemporary seasonal high water
tables approximately 42" below the soil surface It is expected that these sods
will be considered suitable for stormwater BMP's by NCDENR-DWQ Please do
not hesitate to contact me if you have any questions with this report or if you wish
for LMG to perform any additional site specific studies in accordance with the NC
DENR DWQ guidance memo If you have any questions about this report or
need any additional information I may be reached at 910-452-0001, 910-620-
1137 or cturner@Imgroup net
Sincerely,
G Craig Turner
Vice President
Land Management Group Inc
3805 Wrightsville Ave Suite 15
Wilmington, NC 28403
910-452-0001 Office
910-452-0060 FAX
910-620-1137 Cell
cturner@ Imgroup net
N C Licensed Soil Scientist, #1091
S C Certification
Number 57
www Imgroup net • info@Imgroup net • Phone [phone] • Fax [phone]
3805 Wrightsville Ave, Suite 15, Wilmington, NC 28403

GKI?GGPC, 0029
EVUABAI A MAY, MC 121001M
?BY ATTO4EY PREBARIRe IRIS INST.WHt '0 FILED FOR REGIsTRATIOR
HAS MADE NO REMO SEAREH OR TITLE $1000 00 PATE TRI£
OfSeaiIBEO�MIESS THE SAHfE IS�SPOVHIH i00l"INA y, Real Estate ;R OEC t3 PH257
BY HIS VR ITTEM AND SI&HEO cERTIrI GTEARM - -
Mad after recording to 1 T M Development Inc 6013 Wellesley Place Wdml R Iolf�uIaI� I
6Ff1L1, L4(�OTiI Y lic
This Ins lament was prepared by Jackson Mills & Carter P A 5710 Olearder Dnve Suite 112
Wilmml,ton NC 28403
Brief description for the Indee 18 60 acres in Brunswick County
Parcel No 22100064
STATE OF NORTH CAROLINA
COUNTY Or BRUNSWICK GENLR V WARRANTI DEED
THIS DEED made thISZ_r day of F),- 1998 by and between AGNES R LEE AS
TRUS7 EE OF TIIE AGNFS R LIFE REVOCABLE TRUST and WILLIE P LEE and wira
AGNES R LEE hereafler GRANTOR and J T M DFVELOPISTENT INC hereafter
GRANTEE The designation Grantor and Grantee as used herein shall include said panes the,,
heirs successors and assign and shall include singular plural masculineammme fo� neuter as
required by context
y
WITNESSETFI 9
That the Grantor for a valuable constderatmn paid by the Grantee the receipt of which is hereby
acknowledged has and by these presents dons grant bargain sell and convey unto the Grantee in fee
simple, all that certain lot or parcel of land situated in Brunswick County Noah Carolina and more
particularly described as follows
BEING ALL THE PROPERTY DESCRIBED ON EXHIBIT -A HERETO
ATTACHED AND MADE A PART HLREOr BY REFERENCE
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple
And the Gmnlor covenans with the Granted that Grantor is seized of the premises in fee simple Las
the nbhl to convey the same in fee simple that ulle is marketable and free and clear of all
elcumbrances and that Grantor will wanam and defend the title against the lawful claims of all
persons whomoever except
I All restnctive covenants of record fany
2 Ad valorem taxes for the year 1998 and therenfler
3 All utility easements permits and nyhts of way of record
4 All zomgy land use and plannmy rules rebula tons ordinances and statutes
Rll'
L�cQ Re•'j�9YM Q1Lu__ I 7
WTU,1 Lk \klnt L, �a alo o�Y
Rhli___
W.—IV .�LFi3�11v
1-_rU 110 JACKSON hIllLS Z , 'TER
)wU60N MILLS&L CARTER PA
wit n • i n N •n 1. uu
Q

V 1 266 PG0030
IN WITNESS WHEREOF the Grantor has hereunto set then hands and seals thi, day Ind year first
above wrl(ten
AGNES R LEE REVOCABLE IgLIST
By r ��>(SEAL)
Agnes R Lee Trustee
< (SEAL)
Ndbe P 1 ee
_(SEAL)
Agnes R Lee
STATF OF FLORIDA
COUNTY OF
f I a Notary Public of the County of
and Slate aforesaid do hereby cendy that AGNES R LEE
TRUSTEE OF AGNES R LEE REVOCA13LF TRUST personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed
WITNESS my hand and official stamp or seal this the _a day of \ 199g
My Commission Expires
(AFFIX NOTARIAL SEAL)
STATE Of FLORIDA
COUNTY OF ;
Notary Public
/ ioao 90h11[H
CCYNOSSgN/[C Y)]I
1 rYnaFSwSYn b IJ IAJ
emU M. aM1 Ant Wunrv.
I I I a Notary Public of the. County of
.and State aforesaid do hereby certify lhnl WILLIE P LEE and wde
AGNES R_ LEC personally appeared before me (his day and acknowledged the due execution of the
foregoing Instrument for the purposes therein expressed
W ITNI SS my hand and Official stamp or seal this the,_ day of ) I — 1998
My Commission Expires
Notary Public
— i000 am ---
W WMY55MY11 CC v51]I
e' 41 WbM FYal�na Il N3f
IM tkWr P2k Uri KI
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing(orannexed) Cemfiezie(s)of
1\
Public
In the Book
led for Regismitionon thla p Day of ^ PCP (` 1998
shown on the Fusi Page hereu f�
RORERtJ R08111SONI Register of needs

OK 1 ?66 PGO03 I
EXHIBIT A
BEGINNING at an old iron pipe in the southern nghi of way of N C Highway fi21 I which said
point is the southeastern comer of that 16 2 acre tract conveyed b) Coastal Services Corporation to
Cape Fear CemLtery Corporation in Boot. 452 at Page 855 Brunsvncl. Registry said beginning point
is also located South 60 aegrees 26 1/2 minutes East 350 feet from the northwesttm comer of a 40
acre tract previously owned by Coastal Services Corporation as descnbcd m Book 401 Page 339
Brunswick Registry from said potri of Beginning runs thence with a dm.h on the line South 31
degrees 22 minutes Well 2 106 62 feet to an old pipe runs thence with the center of branch South
49 degrees 19 1/2 minutes East approximately 342 12 feel to a new iron pipe in the northwestern line
of the Clinton Bellamy property runs thence North 33 degrees 22 minutes East 222169 feet to the
southern right of way of N C Highway 11211 runs thence with the southern nght-of way of N C
Highway 211 North 60 degrees 26 1/2 minutes West 410 feet to the place and point of Beginning
containing 18 60 acres as per survey for Coastal Senices Corporation by Howard M Loughlin
R L S dated April 14 1983
JACKSON MILLS & CARTER PA
lye w' w Nu-n Cu Lai

Weaver, Cameron
From Alan Lewis [alewis@eces biz]
Sent Thursday April 10 2014 12 12 PM
To Weaver Cameron
Cc Baker Chris
Subject RE Sentry Self Storage (SW8 990224 Mod) Brunswick County
Thanks'
As discussed, we will also bring 2 additional sets of our plans that have been slightly
revised since our initial submittal to increase the depth of cover and slope of a couple of
the storm drains under the asphalt pavement
I will also bring an updated copy of the soils/water table report for the area of the new
stormwater pond that we have received from our consultant
Alan C Lewis, President
Director of Planning & Management Services
28459
(o) 910-754-8029
(f) 910-754-8049
(m) 910-443-2081
Engineers, Planners, Surveyors
alewis@eces biz
www eces biz
Post Office Box 2469 Shallotte, North Carolina
CONFIDENTIALITY STATEMENT This e-mail transmission is intended only for the use of the
individual or entity named above and may contain information that is confidential,
privileged, and exempt from disclosure under applicable law If you are not the intended
recipient, you are hereby notified that any disclosure, copying, distribution, or use of any
of the information contained in this transmission is strictly prohibited If you have
received this transmission in error, please immediately notify me by e-mail at the above
address
-----Original Message-----
FromWeaver, Cameron [mailto cameron weaver@ncdenr gov]
Sent Thursday, April 10, 2014 9 46 AM
To Alan Lewis
Cc Baker, Chris
Subject RE Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Confirmed' I 11 just keep the file here unless you want to look at it prior
Cameron
Cameron Weaver
Cameron Weaver@ncdenr gov
Environmental Assistance Coordinator
NCDENR / Division of Environmental Assistance and Customer Service (DEACS)
127 Cardinal Drive
Wilmington, NC 28405
910-796-7303 (F) 910-350-2004
http //ncenvironmentalassistance org/
i

E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties
-----Original Message-----
FromAlan Lewis [mailto alewis@eces biz]
Sent Thursday, April 10, 2014 6 33 AM
To Weaver, Cameron
Sub3ect FW Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Cameron,
I have heard back from our Client and Monday, April 14 at 9AM will work fine with him See
you then
Thanks,
Alan C Lewis, President
Director of Planning & Management Services Post Office
28459
(o) 910-754-8029
(f) 910-754-8049
(m) 910-443-2081
Engineers, Planners, Surveyors
alewis@eces biz
www eces biz
Box 2469 Shallotte, North Carolina
CONFIDENTIALITY STATEMENT This e-mail transmission is intended only for the use of the
individual or entity named above and may contain information that is confidential,
privileged, and exempt from disclosure under applicable law If you are not the intended
recipient, you are hereby notified that any disclosure, copying, distribution, or use of any
of the information contained in this transmission is strictly prohibited If you have
received this transmission in error, please immediately notify me by e-mail at the above
address
-----Original Message-----
FromAlan Lewis [mailto alewis@eces biz]
Sent Wednesday, April 09, 2014 9 37 PM
To Weaver, Cameron
Cc Terry Mildenberg
Subject RE Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Cameron,
I am sure that Monday, April 14 at 9AM will work for our Client If not, I will let you know
tomorrow (Thursday)
Thank you for helping to expedite this matters
Alan C Lewis, President
Director of Planning & Management Services Post Office Box 2469 Shallotte, North Carolina
28459
(o) 910-754-8029
e

(f) 910-754-8049
(m) 910-443-2081
Engineers, Planners, Surveyors
alewis@eces biz
www eces biz
CONFIDENTIALITY STATEMENT This e-mail transmission is intended only for the use of the
individual or entity named above and may contain information that is confidential,
privileged, and exempt from disclosure under applicable law If you -are not the intended
recipient, you are hereby notified that any disclosure, copying, distribution, or use of any
of the information contained in this transmission is strictly prohibited If you have
received this transmission in error, please immediately notify me by e-mail at the above
address
-----Original Message-----
FromWeaver, Cameron [mailto cameron weaver@ncdenr gov]
Sent Wednesday, April 09, 2014 3 59 PM
To Alan Lewis
Subject RE Sentry Self Storage (SW8 990224 Mod) - Brunswick County
How does 4/14 at 9 AM work for you and your client> Let me know
Cameron
Cameron Weaver
Cameron Weaver@ncdenr gov
Environmental Assistance Coordinator
NCDENR / Division of Environmental Assistance and Customer Service (DEACS)
127 Cardinal Drive
Wilmington, NC 28405
910-796-7303 (F) 910-350-2004
http //ncenvironmentalassistance org/
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties
-----Original Message-----
FromAlan Lewis [mailto alewis@eces biz]
Sent Wednesday, April 09, 2014 7 14 AM
To Weaver, Cameron
Cc Sabrina Babson
Subject RE Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Good Morning Cameron,
Just checking in to see if the Express Review meeting has been scheduled yet I am trying to
firm up my schedule for the rest of this week and next week and I need to let Mr Mildenberg
know so he can set his schedule
I will be out of Town all day today, but can be contacted by our Office Manager, Sabrina
Babson If you will reply all to this email, Sabrina will be able to contact me by phone
Thanks,
3

r
Alan C Lewis, President
Director of Planning & Management Services Post Office Box 2469 Shallotte, North Carolina
28459
(o) 910-754-8029
(f) 910-754-8049
(m) 910-443-2081
Engineers, Planners, Surveyors
alewis@eces biz
www eces biz
CONFIDENTIALITY STATEMENT This e-mail transmission is intended only for the use of the
individual or entity named above and may contain information that is confidential,
privileged, and exempt from disclosure under applicable law If you are not the intended
recipient, you are hereby notified that any disclosure, copying, distribution, or use of any
of the information contained in this transmission is strictly prohibited If you have
received this transmission in error, please immediately notify me by e-mail at the above
address
-----Original Message-----
FromWeaver, Cameron [mailto cameron weaver@ncdenr gov]
Sent Friday, April 04, 2014 7 21 AM
To Alan Lewis
Sub3ect RE Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Hi Alan
The Express Review will require a meeting with the owner available and the check should be
brought to the meeting The $505 will be credited toward the Express fee so the remainder is
all that is needed in the new check I need the form for scheduling the review
Cameron
4

R
Johnson, Kelly
From Alan Lewis [alewis@eces biz]
Sent Monday March 31 2014 6 36 PM
To Lewis Linda
Cc Gerald DeVito (ECES) Johnson Kelly Weaver Cameron
Subject RE Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Thanks again to all I
Alan C Lewis, President
Director of Planning & Management Sernrces
Poat Office Box 2469
Shallotte North Carolina 28459
(o)910-754-8029
(f) 910-754-8049
(m) 910443 2081
Engineers Planners Surveyors
alewis@eces biz
www eces biz
CONFIDENTIALITY STATEMENT This a mad transmission is intended only for the use of the individual or entity named above and may contain information that is
confidential privileged and exempt from disclosure under applicable law If you are not the intended recipient you are hereby notified that any disclosure copying
distribution or use of any of the information contained in this transmission is strictly prohibited If you have received this transmission in error please immediately
notify me by a mail at the above address
From Lewis,Lmda [mailto linda lewis@ncdenr gov]
Sent Monday, March 31, 2014 6 19 PM
To Alan Lewis
Cc 'Gerald DeVito (ECES)', Johnson, Kelly, Weaver, Cameron
Subject RE Sentry Self Storage (SW8 990224 Mod) Brunswick County
Camerons email added to the cc list
From Alan Lewis [mailto alewisCaleces biz]
Sent Monday, March 31, 2014 6 16 PM
To Lewis,Linda
Cc Gerald DeVito (ECES) , Johnson, Kelly
Subject RE Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Thanks Linda'

Kelly — I do not have Cameron Weaver's email address Would you mind forwarding this to hum so that I can
coordinate the scheduling of an Express Review pi for to the Regulat Review is conducted? I look forward to
hear back from either you or Cameron at youi earliest convenience
Thanks again[
Il
PC
Alan C Lewis, President
Director of Planning R Management Seri ices
Post Office Box 2469
Sliallotte North Carolina 28459
(o) 910 754-8029
(1) 910 754-8049
(in) 910-443-2081
Engineers Planners Surveyors
alewis@eces biz
www eces biz
CONFIDENTIALITY STATEMENT This a mad transmission is intended only for the use of the individual or entity named above and may contain information that is
confidential privileged and exempt from disclosure under applicable law If you are not the intended recipient you are hereby notified that any disclosure copying
distribution or use of any of the information contained in this transmission is strictly prohibited If you have received this transmission in error please immediately
notify me by a mail at the above address
From Lewis,Linda [mailto Ilnda IewisCalncdenr gov]
Sent Monday, March 31, 2014 6 02 PM
To Alan Lewis
Cc Gerald DeVito (ECES), Johnson, Kelly
Subject RE Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Kelly is reviewing that modification It does not appear that she has reviewed it yet Please get with her and Cameron
Weaver to coordinate the scheduling of the Express review before the regular review is conducted
Linda
From Alan Lewis [mailto alewis@eces biz]
Sent Monday, March 31, 2014 5 30 PM
To Lewis,Linda
Cc Gerald DeVito (ECES)
Subject Sentry Self Storage (SW8 990224 Mod) - Brunswick County
Linda,
Our Client, Terry Mildenberg, asked that I inquire on the possibility of moving his project from the Standard
Review Program to the Express Review Program I have relayed to Terry that if the project review has already

been initiated, that moving to the Express Review Program is not possible Also, if the project review has not
yet been initiated, but is expected to begin soon, it may not save any time to request such a move at this time
Our submittal date for the subject project was February 20, 2014
Please advise me of the status of review so that I can advise Mr Mildenberg in this matter
I would have made this request to Georgette, but I knew from our previous emads that you were going to
perform the review since you handled his initial project
Thanks again for your assistance I look forward to hear from you soon Hope all is well)
Il
PC
Alan C Letus, Pi esident
Du ector of Planning & Management Sersiees
Post Office Box 2469
Shallotte, North Carolina 28459
(o)910-754-8029
(f) 910 754 8049
(in) 910-443-2081
Engineers Planners Surveyors
alewis@eces biz
www eces biz
CONFIDENTIALITY STATEMENT This email transmission is intended only for the use of the individual or entity named above and may contain information that is
confidential privileged and exempt from disclosure under applicable law If you are not the intended recipient you are hereby notified that any disclosure copying
distribution or use of any of the information contained in this transmission is strictly prohibited If you have received this transmission in error please immediately
notify me by a mail at the above address

Werppr'
Jo
From Casmer, Jo
Sent Monday March 10 2014 3 45 PM
To 'sentryselfstoragenc@hotmail com', 'gdevno@eces biz'
Subject Sentry Self Storage Stormwater Permit SW8 990224
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505 00 fee on February 26, 2014 Your project will be assigned
to a staff member and you will be notified if additional information is needed Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued
jo CASMer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington NC 28405
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to third
parties

CA , x - u _ _ s _ T"N
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Project Name
Project Location
Completeness Review Checklist
4v) vy� t St I s� f'c, c >,
Received Date
Accepted Date
Rule(s) n2008 Coastal
1995 Coastal Phase II (WiRO)
Universal �1988 Coastal
Type of Permit New
Mod or PR
Existing Permit Mod
r PR) nPE Cert on File?
Density HD- or- LD=
% (% OK?)
Type —Commercial --or— Residential __
_
NCG-
[::]Offsite to SW8
F—JExempt
Stream Class EISA
Map
Subdivided') Subdivision or Single Lot
ORW Map
Paperwork
(1 original per BMP)
Emaded Engineer on
BMP Type(s)
L261&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
pphcation with correct/original signatures 06eed
Corp or LLC Sig Auth per SoS or letter Email Address Design Engineer
[ S(wlthm 6mo) Email Address Owner
Soils Report with SHWT Note to Reviewer
Fl251culations (signed/sealed)
�No obvious errors ` _
Density includes common areas, etc
Deed Restrictions, if subdivided
& Notarized
Plans
ets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs„ Buildings, etc)
Grading Wetlands Delineated or No Wetlands"
icnity Map Layout (proposed BUA dimensions)
Legend F IDA MapsProject Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
oils Report
�PE Cert for Master Lot It
SHWT
SHWT
Deed Rest for Master Lot # Matches Master
Bottom
Visited
�PP
BUA Permitted (Master) sf
BUA Proposed (Offsite) sf
Additional Information
Permitted Proposed Proposed Proposed
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION

East Coast Engi
ENGINEERS•PCA
February 20, 2014
Ms Linda Lewis
Division of Energy, Minerals & Land Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
g & Surveying, P.C.
ERS•SURVEYORS
Subject Sentry Self Storage (SW8 990224 Mod)
Brunswick County, North Carolina
High Density Stormwater Pernut Modification
Dear Ms Lewis
On behalf of our Client, enclosed is a pernut modification for Sentry Self Storage located off Highway
211 in Brunswick County, North Carolina The project is a high density project, with the runoff
from the new impervious surfaces being routed to a proposed on site Stormwater pond
The following presents the various components of the enclosed submittal package
One original and one copy of the Stormwater Management Permit Application,
• One original of the Wet Detention Basin Supplement,
One original of the Wet Detention Basin Operation and Maintenance Agreement,
A Project Narrative,
• USGS map with the site identified,
• Stormwater Calculations (Wet Detention & Pipe Sizing Calculations),
• Two sets of plans relevant to the Stormwater Submittal, Sheets Cover, Cl— Site Plan, C 2
Stormwater Plan, C 3 Erosion Control Plan, C 4 Stormwater Details, and C 5 Erosion
Control Details,
• A copy of Stormwater Infiltration Study as prepared by BM Long & Associates,
• A copy of the deed for the project, and
• Check #3032 in the amount of $505 00 to cover the required application fee
Should you have any questions or comments, please do not hesitate contacting our office at your
convenience
Sincerely, C
�7�R &— fECEIVE
erald DeVito, P E FEB 2 6 20%
Enclosures gy
pc Mr TerryMildenberg, JTM Development, Inc /via email
File 1314 (Sentry Self Storage)
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL [phone] • Fax [phone]
FIRM LICENSE NUMBER C 3014

For DENR Use ONLY
Reviewer
�, 0 North Carolina Department of Environment and
�J Natural Resources sehm
NCHU Request for Express Permit Review Time t
Conlin �
FILL IN all the information below and CHECK the Permit(s) you are requesting for express review Call and Email t e cofi mpleted form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the applicatton
ap ckage of the project location Please include this form in the application package
• Asheville Region Alison Davidson 828.296-4698,ahson davidson@ncdenr gov
• Fayetteville or Raleigh Region David Lee 919 7914203, dawd lee@ncdenr gov
• Mooresville & Winston Salem Region Patrick Grogan 704-235 2107 or patrick Brogan@ncdenr goy
• Washington Region -Lyn Hardison 252 948 3842 or Iyn hardison@ncdenr gov
• Wilmington Region -Cameron Weaver 910-796.7303 or cameron weaver@ncdenr gov
NOTE Project application received after 12 noon will be stamped in the following work day
Project Name SENTRY SELF STORAGE County BRUNSWICK
Applicant JT MILDENBERG, PRESIDENT Company JJTM DEVELOPMENT, INC
Address 106 LIVE OAK LANE City WILMINGTON State NC Zip 28411 _
Phone [phone] Fax [phone] Email SENTRYSTORAGENC@
Physical Location 4711 SOUTHPORT SUPPLY ROAD BOLIVIA
SW
SW _
sw _
NPDES _
NPDES
Wo _
WQ _
E&S _
E&S _
Other
Project Drains into SC SW waters — Water classification SC SW (for classification see http 1/portal ncdenr org/web/wq/pslcsu/classifications)
Project Located in CAPE FEAR River Basin Is project draining to class ORW waters? N within i/2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant GERALD DEVITO Company EAST COAST ENGINEERING & SURVEYING, PC
Address 4918 MAIN STREET, PO BOX 2469 City SHALLOTTE State NC Zip 28459 2469
Phone [phone] Fax [phone] Email alewis@eces biz
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$_ #_JOBS
SECTION ONE REQUESTING A SCOPING MEETING ONLY
® Scoping Meeting ONLY ® DWQ ❑ DCM ❑ DLR ❑ OTHER
SECTION TWO CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (linear ft or _acres)
❑ Riparian Buffer Authorization ❑ 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 _ # Treatment Systems ❑ High Density Infiltration _ #Treatment Systems
❑ High Density Bio Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
® High Density Other 1 # Treatment Systems /® MOD ❑ Major ❑ Minor ElPlan Revision ❑ Redev Exclusion SW 8990224 (Provide permit k)
❑ 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 # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No Buffer Impacts ® No ❑ YES _acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ❑ No
For DFNR usi, univ
Fee Split for multiple permits (Check # ) Total Fee Amount $
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal, ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401
$
LGS
$
Stream Deter,_
1
$
NCDENR EXPRESS January 2014

East Coast Engineering & Surveying, P.C.
ENGINEERS PL NA HERS SURVEYORS
PROJECT NARRATIVE
for
Sentry Storage Expansion
Brunswick County, North Carolina
East Coast Engineering & Surveying, P C
February 2014
EROSION AND SEDIMENT 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 stornwater treatment for this budding and
associated asphalt pavement, a future like building and 15,849 square feet of impervious surfacing that
is not currently being treated The Tax ID number for the property is 2210064 The total project area
and disturbed area is 3 42 acres The total parcel area 18 33 acres, 12 42 has been previously
developed with a wet detention pond as a structured BMP Of the previously developed impervious
area, 15,848 square feet of impervious surfacing was flowing off the property and onto adjacent
property without being routed through the existing stormwater pond, Pond i Though labeled as
existing on the application, this was treated as undeveloped in calculations as it is being routed into the
proposed pond, Pond 2 With this, Pond 1 should have capacity to treat and attenuate stormwater
runoff from an equal future impervious area 15,849 SF, though this scenario IS unlikely The disturbed
area is larger than the project drainage area to accommodate a possible stockpile area if excavated
spoils are suitable for structure foundations
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 retrain after all disturb �h
stabilized and the temporary measures are removed will be permanent grassing e m scli ®&
along with a construction sequence, project description and erosion control notes ! bfEqlii�
the plans
STORMWATER MANAGEMENT NARRATIVE By
The proposed development include a 19,000 SF metal storage budding with 16,790 SF of associated
asphalt concrete pavement, a like future budding also 19,000, with 8,600 SF of paved impervious
surfacing and 15, 849 SF of existing impervious surfacing, building and pavement, that was permitted
to be routed through Pond i but due to settlement or poor construction quality control, currently flows
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL [phone] . Fax [phone]
FIRM LICENSE NUMBER C 3014
60F2

into a ditch on the eastern property line This totals 79,239 SF, 1 82 acres of unpeIVlous surfacing and
an addition of 1 29 acres of pervious or non-BIJA that will be routed through Pond 2
The pioposed 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 no wetlands on the project site but several
feet on the real of the parcel, there are likely wetlands associated with Jump and Run Creek
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 (190 feet) of the buildings
A reverse cro«n of the aisles act as a gutter and routes stonnwater to drop inlets and piped to the wet
detention pond, Pond 2 S �t�, b,le xcavation spoils will be used to fill in low areas and sheet flow
stoimwater directly into theln veetion of Pond 2 1 he total Pond 2 area is approximately 0 34 acres
(at elevation 35 0 feet) The discharge orifice is a 2" SCH 40 PVC pipe with an internal diameter of
3 35 inches This will drawdown the required storage volume in 3 12 days The pond has been sized
to provide 90% TSS removal and does not utilize an existing vegetative filter strip but is discharged
into an vegetative ditch In the event of a larger than design ram event, an emergency spillway has
been provided at 32 0 feet minimum to 32 2 feet maximum The seasonal high water table was
observed to be at-32-0 feet and concurs with the approximate surface elevation of the existing Pond 1
3Is�
END
N
SEAI �lJ
• 013016
S
C�•.N0 GiNE� gym.
Oil, its"
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL [phone] • Fax [phone]
FIRM LICENSE NUMBER C 3014
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East Coast Engir
ENGINEERS
ig & Surveying,
ERS•SURVEYORS
Sentry Self Storage
(SW8 990224)
Brunswick County, North Carolina
Stormwater Calculations
February 2014
I JLTL
018016
FQq C D DE,,\�
P.C.
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE NORTH CAROLINA 28459 • TEL [phone] • Fax [phone]
FIRM LICENSE NUMBER C 3014

SENTRY STORAGE BUSINESS PARK
WET DENTION POND CALCULATIONS
East Coast Engineering and Land Survey
February 14 2014
r,.9gCD DEJ_.a�'

SENTRY STORAGE IMPERVIOUS AREA CALCULATIONS
WET DENTENTION POND CALCULATIONS
Gems
DRAINAGE AND IMPERVIOUS AREA
BUILDINGS
PAVED
FUTURE
EYISTIN
SF
19000
16790
27600
15,849
79,239
0 436
0 385
0 634
0 364
1 819
TOTAL
182JAc
TOTAL
135490
311
C
CA
i=0 15
1 Yr 24 Storm
PERVIOUS
56,251
129
02
02582691
Impervious
79,239
182
095
17281233
1 0151
Totals
1 135,4901
311
199
1 015
1 Q Prede� eloped
311
02
062
1 0151
0093
CFS
% Impervious
058483283
Q Predevelo ed=
0 093
CFS
10-Year Q
Acres
C
Area T e
3 11
CA
i
Q10
Im ervious=
182
095
1 729
Pond =
034
1
0 340
Soil flat sand
095
0 15
0 143
2 212
71
15 70
CFS
10-Yr Peak
10-Yr Peak =
15 70
CFS

SENTRY STORAGE
VOLUME CALCULATIONS
East Coast Engineering
and Surveying GKD
PEAK FLOW CALCULATION
Q=C*I*A
Q = 15 05 cfs
CA— 2 12
I (m/hr) = 7 1
Q= 15 05 Q 10 year
SIMPLE METHOD,, mnf°ll
V=3630 *RD *RV*A
W=005+(09*IA)
A = IMPERVIOUS AREA/DRAINAGE AREA
DRAINAGE AREA =
MPERVIOUS AREA =
IA (%) = 58 48%
V (cf) = 9 761 2
Area =
2 50 acres
Irnpernious=
1 82 acres
Pond =
0 34 acres
Soil (flat sandy)
0 34 acres
Q50 CA =2 12 I=8 1
RD (111) = 1 5 DESIGN RAINFALL
RV = 0 576
A (ac) = �3 11.0 na A; NAnF ARPA
SIMPLE METHODpn,t development
V= 3630 *RD *RV*A
RV=005+(09*TA)
IA = LNIPERVIOUS AREA/DRAINAGE, AR -LA
DRAINAGE AREA (A,)= rl
IMPERVIOUS AREA (Ac) = C
IA (%) = 58 48%
V (co =
23 426 9
DESIGN RAINFALL (I v, 24 In
DRA1NACP AIIbA
RD (111) =
RV =
A (al.) —
SJ 6
058
& 111,0
',N:1
C=0 95 1 73
C=1 00 034
C=0 15 005
212
Q30=17 2 CFS
SIMPLE METHODpre development
17=3630 *RD *RV *A
RN' =005+(09*IA)
1A = IMPERVIOUS AREA/DRAINAGE ARLA
DRAINAGE AREA = ,3 1
IMPERVIOUS AREA (east) = 0
IA (%) = 0 00%
V (cl) =
203241
Q= 0
RD (in) =
DESIGN RAINFAI L
RV =
005
A (ac) =
�3 ] 10
DRAINAGE AREA
SIMPLE METHOD VA(Post Predevelopmenry
V=3630 *RD *RV*A
RV=00�+(09*IA)
IA = IMPERVIOUS AREA/DRAINAGE ARLA
DRAINAGE AREA =
3 11
IMPERVIOUS AREApre
10 00
IMPERVIOUS AREAp,,,t =
1 82
IApm (%) =
0 00%
RV pre N =
l0 0500
L-p-t (%) =
158 48%
Rl'po:v CIO _
'0 576
V (eO = 21,,
RD (n) = e3 600
Rcpost to, 0
A (acl = Li 11TTOW
se This Volume
DESIGN RAINFALL
DRAINAGEAREA
Rev 2/24/2014

SENTRY STORAGE
East Coast Engineering Surveying PC
Wet Detention Basin Calculations GKD
Average Pond Depth and Outlet Sizing
4A•n n. QA /- Op
•w �� koN um)X(UM) 6084 91
4,868 SF (80% total area)
DOES PROJECT DRAIN TO SA WATERS
MIN REQ STORAGE VOLUMEFROM BMP MANUAL P 3-5
Surface Area rovided PP Elev = 32 00
No
21,395 cf 16372
9 321 sf
h Surface Area provided2
YES
e area at top of Veg Shelf
e volume above PP &below Veg Shelf
11 364 sf
5 171 cf
needed above Ve Shelf
e area rovided @ TP Elev = 34 00
16,224 cf
13394
e depth above Veg Shelf
1 50
Storage volume provided above Veg Shelf
18 569
Total Storage Volume Provided
23,740 OK
Total storage depth above PP
2 00 ft
nvConrc 11,11. r
•••u�rw� v�r i i LI ULMI ION
Pond IF hnv \/ni Pnn.V \/nl CD
AREApermanent_pool 7169 2152
0 0 y
AREAbottom_shelf 5567
3184
3184 CF
AREAbottom_pond 2596 1198
224483 5025
30759 CF
DEPTH below grade break5 50 3
30759 CF
Volumes
256323 5025
% FB 19 6%
PERM POOL VOL = 3065725
0 001
Outlet Sizing
Area PP Surface = 9321 Avg Dept 30657 - 9321 =
3 29 OK
Q - 2 day drawdown time
Min req d storage volume x (1 in / 2 days)
0 172 cfs
Q - 5 day drawdown time
Min req d storage volume x (1 in / 5 days)
0 069 cfs
Height
h 11/3 Min Storage De th
067 ft
C ,
Constant
06
Required Area for Q-2
A = Q/(C x (2gh)12)
629 in
Required Area for Q 5
A = Q/(C x (2gh) )
2 52 in
Orifice Choosen
2 SCH 40
1 2 07 in
2067
CHECK
3 3539 IN 2
Area Provided by Orifice Choosen
A = nrZ
33 inzA_
Area Provided by Orifice Choosen
0 023 ftz
The Average head
h = 1/3(Tem orary Pool depth 1/2(orifice diameter))
6 967 in
The Average head
0 581 ft
Q provided
Q = Ca(2gh)112
00854 CFS
OK
86,400 S/D x 0 0854 CFS =
22990 CF / 7379 CF Day =
Q Exisl i rr 24 nour = 0 093 CFS OK
7379
312 Days Permanent Pool Drawdown
Revision Date 2/24/2014

SENTRY STORAGE POND ELEVATIOS
Area Area FB Vol Pool Vol FB Area FB
3500 Freeboard
3400
3250
3200
31 50
2900
2600
2500
13394
11364
7169
5567
4193
185685
5171 25
2152 23739 75
3184
1198
21960
30657
Volume
VOL above PPE
5025
PP VOL
3200 Avg Depth= PP Vol /PP Area =
PP Vol PP A
30657 9321 329 OK
0

SENTRY STORAGE
POND VS FOREBAY
POND VOLUME TO FOREBAY COMPARISON
ME
M POND AREA IN FB (SF) 11
PTH BELOW SHELF IN FB (FT) 3
LUME PROVIDED (CF) 5 C
LUME REQUIRED (CF) 51
BOTTOM VEG SHELF AREA (SF)
BOTTOM POND AREA (SF)
DEPTH BELOW SHELF (FT)
25
FOREBAY % OF POND 20%
Total Vol FB +Pond = 30 759
East Coast Engineering Surveying PC
GKD
6700
3184 CF
22448 25 CF
2563225

Riprap Weir Length Calculation
Q50 = 17 20 CFS
Q = CwLH15 CW = 3 Broad Crested Weir
H' 5 = 07155 H=0 8
Q50 = 172 CFS
L = 17 2/(3 0 x 0 7155) =
801
Use weir 10 foot in Length
0

SENTRY STORAGE BUSINESS PARK
PIPE SIZING CALCULATIONS
East Coast Engineering and Land Survey
February 14 2014
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MANNING'S FULL FLOW IN PIPE
DI 6 to DI 5
Pipe Diameter (m)
12
Type Pipe
RCP
"n" Value
0 012
Slope
00040
Flow Area (SF)
07850
Wetted Perimeter (FT)
3 1400
Hydraulic Radius (FT)
02500
Velocity (FPS)
3 11
Flowrate (CFS)
2 44 >1 78 OK

MANNING'S FULL FLOW IN PIPE
DI 5 to DI 4
Pipe Diameter (in
15
Type Pipe
RCP
"n" Value
0 012
Slope
00050
Flow Area (SF)
12266
Wetted Perimeter (FT)
3 9250
Hydraulic Radius (FT)
03125
Velocity (FPS)
403
Flowrate (CFS) Capacity
4 95 >4 68 OK

MANNING'S FULL FLOW IN PIPE
DI 4 to DI 2
Pipe Diameter (in)
18
Type Pipe
RCP
"n" Value
0 012
Slope
00030
Flow Area (SF)
1 7663
Wetted Perimeter (FT)
47100
Hydraulic Radius (FT)
03750
Velocity (FPS)
3 53
Flowrate (CFS)
6 23 >4 82 OK

MANNING'S FULL FLOW IN PIPE
DI 3 to DI 2
Pipe Diameter (m)
12
Type Pipe
RCP
"n" Value
0 012
Slope
00060
Flow Area (SF)
07850
Wetted Perimeter (FT)
3 1400
Hydraulic Radius (FT)
02500
Velocity (FPS)
3 81
Flowrate (CFS)
2 99 >2 51 OK

MANNING'S FULL FLOW IN PIPE
DI to JB
Pipe Diameter (in)
18
Type Pipe
RCP
"n" Value
0 012
Slope
00080
Flow Area (SF)
1 7663
Wetted Perimeter (FT)
47100
Hydraulic Radius (FT)
03750
Velocity (FPS)
576
Flowrate (CFS)
10 17 >9 46 OK

MANNING'S FULL FLOW IN PIPE
JB to Pond
Pipe Diameter (in)
18
Type Pipe
RCP
"n" Value
0 012
Slope
00080
Flow Area (SF)
1 7663
Wetted Perimeter (FT)
47100
Hydraulic Radius (FT)
03750
Velocity (FPS)
5 76
Flowrate (CFS)
10 17 >9 46 OK

MANNING'S FULL FLOW IN PIPE
FUTURE
DI100 to DI99 Futre
Pipe Diameter (in)
12
Type Pipe
RCP
"n" Value
0 012
Slope
00060
Flow Area (SF)
07850
Wetted Perimeter (FT)
3 1400
Hydraulic Radius (FT)
02500
Velocity (FPS)
3 81
Flowrate (CFS)
2 99 >1 58 OK

MANNING'S FULL FLOW IN PIPE
FUTURE
D199 to Pond
Pipe Diameter (m)
15
Type Pipe
RCP
"n" Value
0 012
Slope
00050
Flow Area (SF)
12266
Wetted Perimeter (FT)
3 9250
Hydraulic Radius (FT)
03125
Velocity (FPS)
403
Flowrate (CFS)
4 95 >2 66 OK

MANNING'S FULL FLOW IN PIPE
Pond to Tail Ditch Capacity Required,
Q10=15 05
Pipe Diameter (in
24
Type Pipe
HDPE
"n" Value
0 012
Slope
00050
Flow Area (SF)
3 1400
Wetted Perimeter (FT)
62800
Hydraulic Radius (FT)
05000
Velocity (FPS)
552
Flowrate (CFS)
17 32 > 15 05 OK

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B M Long & Associates
P 0 Box 1117 * 6609 Ocean Hwy West * Shallotte, NC 28459
Phone [phone] * Fax [phone]
-LAND SURVEYORS * PLANNERS -
WE SURVEY THE LAND AND ANYTHING THEREON
October 21, 2013
Alan Lewis
Director of Planning and Management Services
P 0 Box 2469
Shallotte, NC 28459
Phone # [phone]
Re Storm water infiltration study
Tax parcel no 22100064 (a portion of 8 87 Ac Tract)
Location — On Hwy 211, near St James subdivision,
At real of Sentry Business Park
Owner is JTM Development Inc
Brunswick County, North Carolina
Dear Mr Lewis,
On October 21, 2013 I made an evaluation of the proposed storm water infiltration at the
above site The purpose of this evaluation is to describe the soil profile, qualify the depth
to the seasonal high watei table, to determine soil texture, to identify the infiltration rate,
and to inform the project engineer and owner of any potential limitations to this project
The sod on this site is mapped as Leon in the soil survey of Brunswick County, North
Carolina Soil Conservation Book, dated 1986 Actual soil boring of holes confirms the
soil to be in the Leon soil series, as shown on attached map
The Leon soil on this site can best be described as somewhat poorly drained to poorly
drained soil that is on broad smooth interstream areas and in depression in undulating
area The seasonal high water table is normally evident by observation at redoximorphic
features and soil coloi suggesting past conditions of saturation and reduction There is
evidence of soil color from the hole I dug, and it is my opinion that the seasonal high
water table is 26 inches from the top of the ground (see attachment map 41)
It is expected fiom the soil boring that the infiltration rate is 6 0 — 15 inches/hour
In summary, this test hole was placed on the parcel upon developer request There are
only minor differences in elevation throughout the project limit at the rear of the mini

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storage building area The engineer is designing 2 new metal storage buildings and a
retention pond for the storm water that will be generated from this project
Soil Profile Description
0-2" Very dark graying brown (IOYR3/2)
Fine sand with few fine distinct white sand grams
2-26 Light gray (IOYR7/1) fine sand
26-44 Black (10YR2/1) fine sand
44-70 Black (IOYR 2/1) fine sand
With few common faint dark brown (7 5YR3/2) mottles
70-83 Veiy dark brown (7 5YR3/2) sand
If I can be of any additional assistance, please advise
Sincerely,
i
Bobby ng LSS 1146
cc Attachment