SW8990224_HISTORICAL FILE_20070814

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SWS
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 oo-1 0 % ILA
YYYYMMDD

Michael I I aslc} GO%efnor
P dliam G Ross Jr Secretary
North Carolina Department of Esc uonment and Natural Resources
IN
wv 1
August 14 2007
Mr J T Mildenberg President
J T M Development, Inc O (o Live 0,44 La' e_-
Wilmington, NC 2840
z8'-F11
Subject Stormwater Permit No SW8 990224 Mod
Sentry Self Storage
High Density Commercial Protect with Out -Parcels
Brunswick County
Dear Mr Mlldenberg
Coleen it Sullins Director
D , aion of \Rater Quality
G W /3q(-�'
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Sentry Self Storage on June 3 2007 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 August 14, 2007 for the construction of the subject protect
This permit shall be effective from the date of issuance until August 14, 2017, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system 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 upon written request within sixty (60) days
following receipt of this permit This request must be in the form of a written petition
conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 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 Linda Lewis, or me at [phone]
Sin �rely,
E ward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl S \WQS\STORMWATER\PERMIT\990224mod aug07
cc Davis Fennell P E , Cape Fear Engineering
Delaney Aycock Brunswick County Inspections
Jeff Phillips Brunswick County Engineering
Linda Lewis
t Wilmington Regional Office
Central Files
North Carolina Dntsion of Water Quality 127 Cardinal Di rve CXten510n Wilmmbton NC 29405 Phone [phone]
'A ilmutgton Regional Office Internet awe nc�, uernuali % cut, Fax [phone]
An Equal OppodunitylAifrmauve Action Employer— 50% Recycied110% Post Consumer Paper
NoflhCarohna
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1 877 623 6748

State Stormwater Management Systems
Permit No SW8 990224 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT WITH OUT -PARCELS
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
J T Mddenberg and J T M Development, Inc
Sentry Self Storage
Highway 211, Southport, Brunswick County
FOR THE
construction, operation and maintenance of a 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 Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until August 14, 2017 and shall
be subject to the following specified conditions and limitations
I DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
This stormwater system has been approved for the management of stormwater
runoff as described in SecUo`n 16 on page 3 of this permit The project is
permitted for 408 555 ft2 of built -upon area and 1 Out -Parcel limited to a
maximum of 20,000 square feet of built -upon area
3 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
The runoff from all built -upon area within the permitted drainage area of this
project including Out -Parcels, must be directed into the permitted stormwater
control system
Each designated Out -Parcel within the project whose ownership is not retained
by the permittee must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit prior to
any construction on the Out -Parcel
Page 2 of 9

State Stormwater Management Systems
Permit No SW8 990224 Modification
6 The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in
the system at all times
a
Drainage Area, acres
1242
Onsite, ft2
541,015
Offsite, ft2
0
b
Total Impervious Surfaces, ft2
408,555
Buildings, ft2
148,975
Roads/Parking, ft2
239,580
Other, ft2
0
Out -Parcel BUAft2
20,000
Offsite, ft2
0
c
Average Pond Depth, feet
60
d
TSS removal efficiency
90%
e
Design Storm, inches
1 0
f
Permanent Pool Elevation, FMSL
320
g
Surface Area @Permanent Pool, ft2
26,527
h
Permitted Storage Volume, ft3
37,312
1
Storage Elevation, FMSL
333
t
Controlling Orifice
3 0 0 pipe
k
Permanent Pool Volume,
ft3
96,922
1
Forebay Volume, ft3
22,818
m
Maximum Fountain Horsepower
1/3
n
Receiving Stream / River Basin
Jump and Run Creek / CPF17
o
Stream Index Number
18-88-9-3-2
p
Classification of Water Body
"SC Sw"
II SCHEDULE OF COMPLIANCE
1 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
2 The permittee is responsible for verifying that the proposed built -upon area for
the entire Out -Parcel will not exceed the maximum allowed by this permit
Ultimate responsibility for meeting the built -upon area limit is transferred to the
owner of the Out -Parcel upon the issuance of the Offsite permit
3 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
4 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
5 The project shall be in full compliance with all permit conditions prior to the
issuance of any offsite permits for the Out -Parcels
Page 3 of 9

State Stormwater Management Systems
Permit No SW8 990224 Modification
6 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 the approved plans, regardless of size
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area
e Further subdivision, acquisition, 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
7 The Director may determine that other revisions to the project should require a
modification to the permit
8 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
9 During construction erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
10 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
11 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
12 Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual
13 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 Mowing and re -vegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of structures, orifice, catch basins and
Piping
g Access to all components of the system must be available at all times
Page 4 of 9

State Stormwater Management Systems
Permit No SW8 990224 Modification
14 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
15 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
16 Prior to the sale of any Out -Parcel, the following deed restrictions must be
recorded
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 990224, as issued
by the Division of Water Quality under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit
c These covenants are to run with the land and be binding on all persons
and parties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality
e Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality
f The maximum built -upon area per Out -Parcel is 20,000 square feet This
allotted amount includes any built -upon area constructed within the lot
property boundaries and that portion of the right-of-way between the front
lot line and the edge of the pavement Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick stone, slate, coquina
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools
g All runoff on the lot must drain into the permitted system This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street Lots that will naturally
dram into the system are not required to provide these measures
h Built -upon area in excess of the permitted amount will require a permit
modification
i Each Out -Parcel within the project whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the Out -Parcel
17 A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots The recorded
copy must contain all of the statements above the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds
18 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 990224 Modification
19 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 frorr
the shoreline
d The maximum horsepower for the fountain s pump is based on the
permanent pool volume The maximum pump power for a fountain in this
pond is 1/3
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form The project must be in good standing with DWQ
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 of the terms and conditions
of this permit until such time as the Director 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 Water Quality, 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), which have 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 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
7 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division in writing of any name ownership or
mailing address changes within 30 days
9 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Page 6 of 9

State Stormwater Management Systems
Permit No SWS 990224 Modification
Permit issued this the 14th day of August 2007
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Jor coieen H 5uwns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 990224 Mod
Page 7 of 9

,4 OFFICE USE ONLY
Date Received Etc PAId 77777�_— Perinit Number
I it 6U (9 1 5wo 99oZ24 H00
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Applicant's name (specify the name of the corporation, individual, etc who owns the project)
J T M Development Inc
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
J T Mddenberg President
3 Mailing Address for person listed in item 2 above
6013 Welleslev Place
City Wilmington
Telephone Number ( 910 ) 392 9303
State NC
Zip 28409
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications letters operation and maintenance agreements, etc )
SLIury SLIf Stonee
5 Location of Project (street address)
Hwv 211
City Southport County QRmSN ick
6 Directions to project (from nearest major intersection)
Located on NC Hwy 211 approx I mile from the intersection of Hwy 211 & Flwy 133 Long Beach Rd
7 Latitude 33035'00 Longitude
8 Contact person who L in inswer questions ibout the project
85029 38
Name Davis FemIL11 Telephone Number
11 PERMIT INFORMATION
I Specify %%hether piojeet is (che(,k one)
New
of pt oject
910 383-1044
RLuewd X Modification
Form SWU 101 Vtrsion399 Page I o1`4

2 if this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 990224 And its issue date (if known) 3/9/99
3 Specify the type of project (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
I In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Wet detention basin
2 Stormwater runoff from this project drains to the
3 Total Pioli.ct Are i 18 33 aeics
5 Floe nviny ch image basins does the pioject h ivet I
Fear
4 Project Quilt Upon Arc t
River basin
51 17 %
6 Complete the tolloss ing information for each drvmige area It theie are more than t\\o dnvmige 'uris m the
project, attach an additional sheet with the information for each area prop ided in the same format as below
Basin Information
Dmmige Ai ea I
Drvnage Area 2
Receiving Stream Name
Jump and Run Creek
Receiving Stream Class
SC
Drama e Area
12 42 ac
Existing Impervious* Area
0
Proposed Impervious* Area
9 38 ac
% Impervious* Area (total)
75 53 %
Im ervious* Surface Area
Dnini *e Area I
Dmmgge Area 2
On site Buildings
3 42 ac 148 975 sf)
On site Streets
0
On site Parking
5 50 ac 239 580 s
On site Sidewalks
0
Other on -site
0
Off site
0 46 ac 20 000 s
Y= 9 38 ac 408 555 sf)
Total
* 6npu vmtis ai ca is defined as the biall upon aiCa Including bill not hinted to buddingc i oacls parking ai cas
valciialks Qiavcl areas uc
Form SWU 101 Version 3 99 P igc 2 of 4

7 How was the off site impervious area listed above denved9 Existing topographic maps onsite inspection
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot if lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment
I The following covenants arc tntendcd to ensure ongoing compliance ivall slate slormivater nianagcnicnt permit nitnbei
SW8 990224 as issued by the Division of Water Qualm, These coi enanis nlav not be
changed or deleted without the consent of the State
2 No mot e than GfO V555 square feet of any lot shall be coma cd by sit ucna es or utpervious materials
Impervious materials mchtdc a phalt gtavcl concrete In Ick stone slate m sandal malet al but do not include it and
decking of the water surface of swunnmg pools
3 Swalcs shall not be filled in piped or ahercd cxecpt as necessary to provide driveway crossings
4 Btalt-upon area in c vicess at ea of the pet muffed aniounti equa cs a state slot not ater management pet nut niod fcation pi at to
construction
All permitted runofffrom outpatccls of ftture development shall be ducctcd into the petnuticd stonnnater control
system Thcse connections to the slot tmvatu conu of sysiLm shall be petfonncd to a manna that maintains the
uncgi the and pet fin mancc of the s i s tent as pu nutlul
By sour signature below, \off ceitifv th it the recorded deed restrictions and protective cosenduts for this project
sh ill include all the applicable items rcqutred -ibos e, th it the covenvtts ss ill be bnxhng on ill pauiLs and pLisons
Llvnung under them th it thev will run with the lend that the required cos engnts cinnot be changed or deleted
ss ithout concuuuice fiona the State, -ind that thLs ss ill be iecoided pnoi to the sale of and lot
V SUPPLEMENT FORMS
The applicable state stonnwater management permit supplement fornt(s) listed below must be submitted for each
BMP specified for this project Contact the Stormwdter and GLner it Permits Unit at [phone] for the status
and avadability of these forms
Foim SWU-102
Wet DLtention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Foim SWU 104
Low Dcnvty Supplement
Form SWU 105
Curb Outlet SNstein Supplement
Form SWU-106
Otf-Site S}stun Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU 109
Innovitive Best Management Practice Supplement
Foim SWU 101 Version 3 99 PagL 3 of 4

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copy of the Stormwater Management Permit Application F
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment /management
• Two copies of plans and specifications, including
-Development/Project name
-Engineer and firm
Legend
-North Arrow
Scale
Revision number & date
-Mean high water line
-Dimensioned property / project boundary
-Location map with named streets or NCSR numbers
-Origmal contours, proposed contours, spot elevations, finished floor elevations
-Details of roads drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off -site), drainage easements pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on you
behalf, please complete this section
Designated agent (individual or firm) d4,96- /2
Mailing Address /51 ?MIF Ep, 15 ()Ir rIcyJ
City I3et✓( f lc. State �L' Zip 491frl
Phone, 210 303 /044 Fax
VI11 APPLICANT'S CERTIFICATION
I, (picot or type name ofpeison listed in Genei al Information item 2) Yv-1A j�ELj �,Q?_6
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans that the required deed restrictions
and protective covenants will be recorded, and th e p osed project complies with the requirements of 15
NCAC 2H 1000
Signaturecl
Date
I oun S W U 101 Version 3 99 Page 4 of 4

2-5--o-f
Permit No S(A)MOZZ4
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I PROJECT INFORMATION
Project Name
SENTRY SELF STORAGE
Contact Person Terry Mildenberg Phone Number
For project with multiple basins, specify which basin this worksheet applies to
elevations
910 392-9303
Basin Bottom Elevation
26
ft
(floor of the basin)
Permanent Pool Elevation
32
It
(elevation of the orifice)
Temporary Pool Elevation
33 3
ft
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
26528
sq
ft
(water surface area at the orifice elevation)
Drainage Area
1242
ac
(on -site and off -site drainage to the basin)
Impervious Area
938
ac
(on -site and off -site drainage to the basin)
uA
volumesn�
Permanent Pool Volume �'� GZ\
96922
cu
ft
(combined volume of main basin and forebay)
Temporary Pool Volume C 3 312
-fir
cu
ft
(volume detained above the permanent pool)
Forebay Volume
22817
cu
ft
(approximately 20% of total volume)
Other parameters
SA/DAI
428
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
3
in
(2 to 5 day temporary pool draw -down required)
Design Rainfall
1
in
Design TSS Removal 2
90
%
(minimum 8.)%required)
Form SWU-102 Rev 3 99 Page 1 of 4

Footnotes
When using the Division SA/DA tables the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious %and permanent pool depth Linear interpolation should be employed to determine the correct value for non
standard table entries
2 In the 20 coastal counties the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below if a requirement has not been met, attach justification
Applicants
a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
c The temporary pool controls runoff from the design storm event
on
e
The temporary pool draws down in 2 to 5 days
if required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
The basin length to width ratio is greater than 3 1
The basin side slopes above the permanent pool are no steeper than 3 1
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elevation is specified
A trash rack or similar device is provided for both the overflow and orifice
A recorded drainage easement is provided for each basin including access to nearest right-
of—way
I If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
xm A mechanism is specified which will dram the basin for maintenance or an emergency
A {p^(o
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 doe 0 does no) incorporate a vegetated filter at the outlet
Form SWU-102 Rev 3 99 Page 2 of 4

z-S-cq
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay
Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be as such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 45 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 45 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
0 Pumam.nt Pool Elevation = 320
Sediment Remov El 275
A IF Sediment Removal Elevation = 275 7S%
Bottom Elevanon �26 15-N.
Bottom Elevation = 26 ?S%
11
FOREBAY
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and torebay berm
It the basin must be drained for an emergencv or to perform maintenance the flushing of sediment through
Form SWU-102 Rev 3 99 Page 3 of 4

the emergency dram shall be minimized to the maximum extent practical
All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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
s
Print name -SL h kl_'pym1 �-,
Title
Addre
Pbbhe
eve
Signal
Date"
Note The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
I, 4 g4.aP .J-/ a Notary Public for the State of 40PNI CvOi9t ina
County of hiew ty,yVek, do hereby certify that Q K I b erA
personally appeared before me this _L-ZK- day of I AnG& dnd acknowledge the due
execution of the foregoing wet detention basin maintenance reQuirements Witness my hand and official seal,
r0TAJfV#j&Vp
a
//////nyANOVEA CIO
n' . I
My commission expires
Form SWU-102 Rev 3 99 Page 4 of 4

1

d�FCAPE FEAR
Engineering, Inc.
JUN 0 1 2007
June 1.2007
Linda Lewis
Environmental Engineer
NCDENR-DWQ
Wilmington, NC 28405
RE Sentry Self Storage
SWF 990224 Modification
Linda
I am in receipt of your request for additional information regarding the above described
project and offer the following response
1 The drainage area has been delineated on the revised plans
2 The outlet structure detail has been revised for clarity
I trust this information to be sufficient for your review and approval Should you have
any questions, comments, or require additional information regarding this matter, please
contact this office
Smcer
K Davis Fennell, PE
cc file (800-05)
151 Poole Road Suite 100 • Belville NC26451 • TEL [phone] • FAX [phone]
www capefearengmeermg com

Re Sentry Self Storage (SW8 990224 Mod ) and SW8 060732
Subject Re Sentry Self Storage (SW8 990224 Mod ) and SW8 060732
From Linda Lewis <hnda Lewis@ncmatl net>
Date Thu, 31 May 2007 15 57 57 -0400
To Davis Fennell <davis fennel]@capefearengineenng com>
Davis
Additional information was requested on April 5 2007 See attached letter
Linda
Davis Fennell wrote
Linda
By my records, we responded to a request for additional information
for these projects on February 2, 2007 I cannot find in my files
any permits or any add -info requests, so I was hoping you could
help with the status of these reviews
Thanks for your assistance,
Davis Fennell
990224 apr07 doci Content -Type application/msword
Content -Encoding base64
1 of 1 5/31/2007 3 59 PM

� —I
T
April 5, 2007
Mr Jon T Mildenberg, President
JTM Development
6013 Wellesley Place
Wilmington, NC 28409
Subject Request for Additional
Stormwater Project No
Sentry Self Storage
Brunswick County
Dear Mr Mildenberg
Information
SW8 990224 Mod
Michael F Fasley Gosemor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek P E Director
Dn tsion of Water Qualitv
The Wilmington Regional Office received previously requested additional information regarding
the modified Stormwater Management Permit Application for Sentry Self Storage on February
5 2007 It has been determined that the application is still not complete The following
information is needed to continue the stormwater review
Please delineate the new 12 42 acre drainage area to the pond The plans
indicate that the drainage area is 11 24 acres and the line type used to delineate
the drainage area is not well-defined A distinct, highlighted drainage area line
would be appreciated Additionally, the drainage area to the pond would
necessarily include the new outparcel
2 As previously requested please enlarge the printing on the outlet structure
details As shown, the printing is too small and light and is not legible
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to May 5 2007, or the
application will be returned as incomplete The return of a protect will necessitate resubmittal of
all required items including the application fee
If you need additional time to submit the information please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information The
Division is allowed 90 days from the receipt of a completed application to issue the permit
The construction of any impervious surfaces other than a construction entrance under an
approved Sedimentation Erosion Control Plan is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable If
you have any questions concerning this matter please feel free to call me at [phone]
NoithCatolma
1/1aturally
North Carolina Dnmon of Water Quality 127 Card maI Dme Extension Wilmington NC 28405 Phone [phone] Customer Sen me
14 ilmmgton Regional Office Internet www ncwansqualtty are Fax [phone] 623 6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper

Mr Mildenberg
April 2007
Stormwater Application No SW8 990224
Sincerely
Linda Lewis
Environmental Engineer
ENB/arl S\WQS\STORMWATER\ADDINFO\2007\990224 apr07
cc Davis Fennell P E , Cape Fear Engineering
Linda Lewis
Page 2 of 2

CAPE FEAR
Engineering, Inc.
February 2, 2007
Linda Lewis
Environmental Engineer
NCDENR-DWQ
Wilmington, NC 28405
RE Sentry Self Storage
SW8 990224 Modification
Linda
rmc " ;.D
i J
LFEB 0 6 go7
'Y
I am in receipt of your request for additional information regarding the above described
project and ofter the following response
1 The drainage area has been delineated on the revised plans
2 Mr McGee has misled you and many others regarding this matter It is no longer
an issue, as his clients are no longer owners of property in the association Be
assured that the applicant has the authority to modify this permit and grant
easements as necessary
3 A revised supplement is attached
4 Spot elevations are included on the revised plan
5 Wet pond calculations are signed, scaled, and dated as required
6 The pond has been dimensioned
7 The outlet structure detail has been revised for clarity
8 The orifice is 3 and has been noted as such on the revised plans
9 The temporary pool elevation is 33 3'
10 The supplement has been revised as needed
I trust this information to be sufficient for your rwicw and approval Should you have
any questions, comments, or require additional intormation regarding this matter, please
contact this office
Smc1
K Ddvis Fennell, PE
cc the (800-05)
151 Poole Road Suite 100 • Belville NC26451 TEL [phone] • FAX [phone]
www capefearengmeermg com

WET DETENTION BASIN DATA SHEET "p 1��q VT��
SENTRY SELF STORAGE ILWE�L /
POND# I FEB 0 5 2007
DRAINAGE AREA (Ad) _
IMPERVIOUS AREA (Ai)
BUILDINGS
PARKING
OFF5ITE
12 42 ACRE5 DWQ
"ROJ # 5w B c(qo Z24 94
3 42 ACRE5
5 50 ACRE5 (INCLUDES 5W/DRIVEWAY)
0 4G ACRES
TOTAL 9 38 ACRES
PERCENT IMPERVIOUS (1)
I = Ad/AI = 75 53% (5AY76075)
POND# 1 15 BE G' DEEP AND DE51GNED TO REMOVE 90% T55
5A/DA= 4 2508%
REQUIRED SURFACE AREA AT PERMANENT POOL
5ARj:Q= 0 531G75 AC = 23159 8 51'
SURFACE AREA PROVIDED AT PERMANENT POOL (EL 32 0)= 2G527
5A PROV'D= 2G527 > 23 159 8 =5A REQ'D
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM 5CHUELER)
Rv=O 05+0 009-(1)
Rv= 0 729735
VOLUME= I "*Pv*Ad = 0 75528 AC -FT
= 32899 8 FT ^ 3
VOLUME PROVIDED AT TEMPORARY POOL
INCREM
TOTAL
EL.
5A (5F)
VOL (CF)
VOL (CF)
32
2G528
0
0
33
293G8
27948
27948
34
33000
31214
591G2
SET TEMP POOL ELEVATION
REQ'D EL = 33 177 18 *— SAY 33 3
51'
OK
0 33 3 vol p,-awdect
r3 33 27948
1 I C333 K ]�J 31214
1 34- 5611(o2
�. _ 3121�/
�3
93&42
3_Z cF
POND# I DATA 5HEET
PAGE I OF 3
FEB 2007

VOL PROV'D = 373 12 2 CF
VOL PROV'D= 3731 2 2 > 32599 8 =VOL REQ'D OK
6
POREBAY SIZING
PERMANENT POOL VOLUME
INCREM
TOTAL
E
SA (SF)
VOL, (CF)
VOL, (CF)
2G
89G7
0
0
27
9420
9194
9194
28
13905
IIGG3
2085G
29
IG225
150G5
35921
30
18540
17383
53304
31
21084
19812
7311G
32
2G528
238OG
9G922
REQ'D VOLUME = 20% TOTAL =
19384
CP
CHECK FOREBAY VOLUME
INCREM
TOTAL
El -
SA (5F)
VOL, (CF)
VOL (CF)
27
270G
0
0
28
3295
30005
30005
29
4030
3GG2 5
GGG3
30
4740
4385
11048
31
5G50
5105
IG243
32
7499
G574 5
225175
PROV'D VOLUME = 22817 5 CF (5' DEEP FOREBAY)
VOL PROV'D= 22817 5 > 10384 =VOL REQ'D OK
e
ORIFICE 51ZING REQ'D DRAWDOWN TIME = 2-5 DAYS
POND#I DATA SHEET
PAGE 2 OF 3
Q2= 0 190392 CFS (FOR 2 DAY DRAWDOWN) FED 2007

S
Q5= O 07G 157 CF5 (FOR 5 DAY DRAWDOWN)
SELECT A 3" CIRCULAR ORIFICE EL 32 0' (PERM POOL EL)
Q PROV'D= Cd A'(2gh)^ 1/2 WHERE Cd= 0 G
A= 0 04909 5F
9= 32 2 FP5/5
h= AVE HEAD =(1 2'- (0 5)(37 1 2))/2
= 055734
Q PROV'D= 0 1 7G45
Q2> 017G45 >Q5 OK
DRAWDOWN TIME
TIME = VOLUME = 2 15804 DAYS
Q PROV'D
POND# 1 DATA 5HEET
PAGE 3 OF 3
FE5 2007

ATFh
zlv —1
January 3, 2007
Mr Jon T Mildenberg President
JTM Development
6013 Wellesley Place
Wilmington NC 28409
Subject Request for Additional
Stormwater Project No
Sentry Self Storage
Brunswick County
Dear Mr Mildenberg
Information
SW8 990224 Mod
Michael F Easley Governor
William G Ross Jr Secretary
North Carolina Department of Lnylrnnmenl and Natural Resources
Alan 14 Klimek P E Director
Division of Water Quality
The Wilmington Regional Office received a modified Stormwater Management Permit
Application for Sentry Self Storage on July 3, 2006 An inspection of the existing pond was
conducted on September 26 2006 The pond was found to be out of compliance Our
inspector contacted Davis Fennell, P E , with Cape Fear Engineering to discuss the non-
compliance issues Mr Fennell indicated that they would be taken care of A follow-up
inspection on November 28, 2006, found that the pond was in substantial compliance save for
some additional grass on the slopes near the outlet structure A preliminary review of the
application was put off until the pond was determined to be in compliance It has been
determined that the information submitted on July 3, 2006 is not complete The following
information is needed to continue the stormwater review
1 Please delineate the new 12 42 acre drainage area to the pond
2 Based on discussions with Mr Sam McGee, the attorney representing several of
the condo owners in the Sentry Business Park, it is my understanding that you
have turned over control of the project to the Association and do not have the
authority to revise the permit or to grant a drainage easement to Mr Barker to
drain his runoff into the existing pond Please advise on how you wish to
proceed regarding this application Mr McGee's contact information is The
McGee Law Firm PLLC 1418-3A N Howe Street Southport NC 28461
Phone [phone] FAX [phone]
3 Please provide a notary seal and signature on page 4 of the wet pond
supplement form
4 Please provide a sufficient number of existing spot elevations for the parking
areas and buildings such that you provide an accurate representation of how the
runoff from the site will be transported to the pond
5 Please have the consultant sign, seal and date the revised pond calculations
6 Please dimension each line and arc of the permanent pool contour
Please enlarge the printing on the outlet structure details As shown, the printing
is too small to be legible
One hCarohna
11 aturally
North Carolina Division of Water Quality 127 Cardinal Dme Extension Wilmington NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncva1erquahty orL I ax [phone] 1 877 623 6749
An Equal OpporiunitylAHirmabve Action Employer — 50% Recycled110 % Post Consumer Paper

Mr Mildenberg
January 3, 2007
Stormwater Application No SW8 990224
8 The calculations and supplement indicate that a 3" orifice is required
however the section view of the outlet structure detail shows a 1 5 orifice
9 Is the temporary pool elevation (TPE) 33 2 33 3 or 33 5? The outlet
structure plan and section details show a weir cut at elevation 33 3, so this
should be the TPE However, the supplement form lists the TPE as 33 2
and the calculations appear to indicate that it is 33 5 because that is the
elevation used to demonstrate that sufficient volume has been provided
10 Please revise the temporary pool volume (TPV) reported on the
supplement form to that volume which is provided between the permanent
pool elevation and the specified TPE (33 3)
Please note that this request for additional information is in response to a preliminary
review The requested information should be received in this Office prior to February 3
2007 or the application will be returned as incomplete The return of a protect will
necessitate resubmittal of all required items including the application fee
If you need additional time to submit the information please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter The request must indicate the date by which you expect to submit the required
information The Division is allowed 90 days from the receipt of a completed application
to issue the permit
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned protect number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely
Linda Lewis
Environmental Engineer
ENB/arl S\WQS\STORMWATER\ADDINFO\2007\990224 jan07
cc Davis Fennell, P E Cape Fear Engineering
Linda Lewis
Page 2 of 2

kvmwA NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
'VA STATE STORM WATER INSPECTION FORM
iW66TR %Pj I L'A 1, G, - (D N' RE G ! AL C F C E
Facility: Sentry '5:f Storage
Date: November 28. 71-r6
Location Address: Hwy 211
COC #: 990224
Contact Name & Dav,-, F-r--
Organization: Cape Fe— En�inoe-mg
Phone
Number: {9I3) 383-1344
Contact Mailing 5040 N f, vv Ce n'- r Dr v e Sa­
Address: W.!mInginn, NI,; 2840�
County: N_A Hin(,.vf,r
Directions:
Hwv 2'.1 2(,wards Southnc�t
Routine Compliance Inspection
x
RE -inspection
Complaint Investigation
Other - Explain HDA -7r
A.
HIGH DENSITY STORM POND
Yes
No
Comments
1.
Pond Slopes Stable
X,
X
Wo,q grass would be gainful. ­zir ou!Aet
strut ture,rpears to be too stee .,
2.
Site built according to permitted plans
X
3.
Outlet Structure OK / Trash Rack
X
4.
Deed Restrictions & Pond Certification
B.
LOW DENSITY STORM PROJECT
Yes
No
1.
Swales Stable & Vegetated
2-
Welland Problems
3.
Site built according to permitted plans
4.
1 Deed Restrictions received
IAction Taken: IWaite erq veer I Mail Date: I %o,, 29 200r, I
Additional Contacts:

I
�Xl

kvmwj NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES I A
ATA STATE STORM WATER INSPECTION FORM
NC MR e11� i L I1"11 I N G - 0 N RE % a,I_ C
0
0
Facility: S--,i `St Page
Date: Sepc,-,hcT 26, 2006
Location Address: HINY 211
COC S-'�224
Contact Name & PU.tyis
Organization: C,qw El,,
Phone [910� 7904�rCt4
Number.
Contact Mailing
Address:
County: B r, : n k
Directions:
'iter-sectioH,11v 2' S %C �v4v 3-,
X
Routine Compliance Inspection
RE -inspection
Complaint Investigation
Other - Explain
A.
HIGH DENSITY STORM POND
Yes
No
Comments
1
Pond Slopes Stable
X
No r-, qm= a n ncE slc,pe=
Z
Site built according to permitted plans
X
No, e Iasr,-,,c-,ure v;,,;b1e-%, adce,, Ps t'-aT
3-
Outlet Structure OK! Trash Rack
X
F>1 no, "oeto trash r-'k cou,:et
4.
Deed Restrictions & Pond Certification
a.
LOW DENSITY STORM PROJECT
Yes
No
1.
Swales Stable & Vegetated
2.
Wetland Problems
3.
Site built according to permitted plans
4.
Deed Restrictions received
IAction Taken: I %C,1;Co "), I Mail Date: I
Additional Contacts:

11

NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES :1-A
A704 STATE STORM WATER INSPECTION FORM Duja -7
NCDMAR 0,11 L M -NIG T 0 IJ R—C -S i 0 % A - 0 F F I C
Facility: Sentry Sell
Date: Nzve-m-be- 28 2006
Location Address: v,yl 2 a
COC 49,0224
Contact Name & Eavl!;
Organization: ca�-,e Fea�
Phone
Number:
Contact Mailing 5C40 N� Cenler Dstvf,. Some C
Address: vVilminglon NC 28433
County: %,vv IHr1n ovc,
Directions:
Hwy 211 towards Scitnport
Routine Compliance Inspection
X
RE -inspection
Complaint Investigation
Other -Explain
A.
HIGH DENSITY STORM POND
Yes
No
Comments
1.
Pond Slopes Stable
x
klDre Cass ,Ou'd be helpful"10.pe nvar C"Iflot
slru,te appear,', "w'C"C', FT(,fp,
2.
Site built according to permitted plans
X
3.
Outlet Structure OK / Trash Rack
4.
Deed Restrictions & Pond Certification
B.
LOW DENSITY STORM PROJECT
Yes
No
1.
Swales Stable & Vegetated
2.
Welland Problems
3.
Site built according to permitted plans
4.
Deed Restrictions received
IAction Taken: I Gall .nginr­.T I Mail Date: I Nov
Additional Contacts:

• Sentry Self Storage
SW Number 990224
Site Issues & Concerns
The site needs to be inspected to ensure that the max built upon area
has not been exceeded
It also appears that the budding layout may have been altered Inspect
to ensure that budding layout is the same as the one that was permitted
Inspect pond to ensure that it is in compliance with permit and sw
regulations
Pond certification has not been received for the site
Front portion of site may have been sold to another party Verify that
proje(,t drainage area has not been sold or altered from permitted plans
•
0

•
•
Sentry Self Storage
S'V1v # 990224 24 2-m(.
Sitc Inspechon Date (d 11&0
Countj Bruns" if k
LotatWR of srtt Interstchon of NC HW) 211 &c NC HWY 133
Storm"ater System
Iligh Dtnsrtt Storm Pond
Pond Depth = 5'
Perm Pool Elt-* athon = 32'
Orifice Svc = 3"
No wetlands noted on pLins
OK General Site Appearance
ow,A►wn Condition of Pond Slopes
►4 1^ Condition of Sssalcs Onsitc
Na Wetlands Present
Deed Restrictions
Pond Certification
Contact Numbers
Mr Ptrr� Dais
Engineer
C ape Pear Cngmtermg
[phone]
Inspection C omments
�� �l � Ic° r,.�i.l n.�. -FI,.,+ er•rt;t� l.�f. 'I �..
-r�` Gwnr.o � .�....( .✓{�,+ Ebwl d��nra �7,

Re Sentry Business Park Stormwater Permit
Subject Re Sentry Business Park Stormwater Permit
From psazani@aol com
Date Mon, 24 Jul 2006 16 00 11 -0400
To linda lewis@ncmail net
Ms Lewis I forgot to add that we ARE having problems with stormwater drainage About a year
ago JTM
Developement made some changes to the front buildings parking lot because the water would
not drain r
the the catch basin (the grade was Just not adequate) What JTM Developement did was run a
drainage pipe from the far end of the parking lot to the property line This drainage pipe is not
connected to the drainage pond in any way The drain pipe dumps the water between our
property the the cemetery next to our border This has to be a blatant violation
-----Original Message-----
Fromlinda lewis@ncmail net
To psazani@aol com
Sent Mon, 24 Jul 2006 3 22 PM
Subject Re Sentry Business Park Stormwater Permit
Mr Sazam
Our office does not control the issuance of building permits When a project is in violation, or submits a modification in the
middle of construction, we can only request that the Building Inspections department withhold the building permits so that
we can gain compliance We cannot require the BI to withhold the permits, nor is the Division authorized to stop the work
However, our rules do require that prior to issuing the final Certificate of Occupancy, all the permits must be in place If the
modification is not approved, or cannot be approved, then the County must not issue the CO
I am aware of the changes, however, the deletion of the catch basins is not in and of itself, a violation As long as the runoff
from the site still drains into the pond, the method of collection is irrelevant However, you are correct in that a violation
does exist because they changed the plans without a permit modification It s moreso the changing of the plan that is the
violation, not necessarily the change itself The change itself may also be a violation if the site is not graded such that the
runoff can get into the system
We were originally slated to inspect the project last Wednesday, but were not able to do a full inspection due to other
scheduled appointments I plan on making another visit very soon
Linda
psazani@aol com wrote
> Dear Ms Lewis I am a building owner at Sentry Business Park and am > having problems understanding how
> a company can start construction without your approval
> I have read the emails between you and my attorney (Mr Sam Magee) an > am confused as to why JTM Development
can continue to build without > proper compliance
> You may not be aware, but JTM Development made many major negative > changes to the original stormwater
> system that was approved by your office JTM Development failed to > install over 8 catch basins per the
> original permit, without getting approval of the modifications here at > Sentry Business Park
> Now JTM Developement is trying to tie into a sytem that doesn t even > meet the requirements of the original
> permits
> How can JTM submit stormwater permits to you on 7 3 06 and a > modification on 7 3 06 and still continue to
> build?
> Our system does not control the stormwater as it is, since JTM made > unauthorized changes to it
> In your reply to my attorney, you stated that JTM was in violation and > a compliance inspection was
> scheduled Friday 7-14 06
> This is not an easement issue JTM Development and Barker Ventures are > in direct violation of the original
> stormwater permit since JTM did not build the stormwater system to > your specifications in the first place
> Please help me understand your offices position on this matter
I of 2 8/29/2006 3 46 PM

Re Sentry Business Park Storinwater Permit
> Thank you
> > Sincerely,
> > paulsazam@aol com <madto paulsazam@aol com>
> *Check out AOL com today* >
<http //pr atwola com/promoclk/1615326657x4311227241x4298082137/aol?redir=http%3A%2F%2Fwww%2Eaol%2Ecom>
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2 of 2 8/29/2006 3 46 PM

Re Sen{ry Business Park
Subject Re Sentry Business Park
From Sam mcgee <msammcgee@yahoo com>
Date Fn, 14 Jul 2006 04 53 39 -0700 (PDT)
To Linda Lewis <linda lewis@ncmail net>
Ms Lewis
Thank you very much for your response I agree that
the easement situation is complicated Mr
Mildenberg's attorney and I engaged in a bit of a
letter writing battle to Jeff Phillips at Brunswick
County Engineering My position is that Mr Mildenberg
and his company lost all power to grant any easements
for the benefit of the outparcel when he sold it to
another party (Barker Ventures) without reserving any
development rights Under the condo does he only had
the right to give easements to additional phases of
the condominium He only had the right to make this a
new phase when he owned it as the condominium
declarant This right died when he deeded it away
Mr Phillips has told me that he thinks this looks
like a court matter and that he is letting the project
contine based on the developer's promise to sraighten
out the easement situation He is on vacation and Mr
Weddle of his office informed me that only Mr
Phillips was handling the file This has caused me
some concern about enforcement
Thank you for your attention to this matter
Sam McGee
--- Linda Lewis <linda lewis@ncmail net> wrote
Mr McGee
I'm aware of this situation A stormwater permit
modification was
submitted on July 3 2006 for the original project,
along with a new
offsite permit application for the development of
the outparcel that you
see going on now These applications are under
review and you are
correct in that no new stormwater permits or
modified permits have as
yet been issued for the new construction activity
The drainage easement situation is complicated
Condition II 9 of the
current permit issued on March 9 1999 states that
"prior to the sale
of any portion of the property an
access/maintenance easement to the
stormwater facilities shall be granted in favor of
the permittee if
access to the stormwater facilities will be
restricted by the sale of
any portion of the property "
I understand that a building permit has been issued
by Brunswick County
Another compliance inspection is scheduled for
l of 3 7/14/2006 8 43 AM

Re Sentry Business Park
tomorrow, which will most
likely lead to a Notice of Violation and hopefully
the County will
revoke the building permit At the very least
Brunswick County cannot
issue a Certificate of Occupancy until this matter
is resolved and a
permit modification is issued I am not exactly sure
how to resolve the
matter, but it will most likely involve some
concessions on Mr
Mildenberg's part Additionally the Division can
withhold issuing the
modification and the new offsite project until the
Designer's
Certification is submitted The pond must be deemed
in compliance with
the current permit before either the modification or
the new offsite
permit are issued
Pending the outcome of the inspection the NOV may
include one or all or
additional violations 1) Failure to submit a permit
modification prior
to construction 2) Failure to obtain the necessary
drainage easement
3) Failure to notify the Division prior to selling
or transferring a
portion of the project area to another owner, and 4)
Failure to submit
the required Designer's Certification
Linda
sam mcgee wrote
Ms Lewis
I am writing with regard to the current development
taking place at the Sentry Business Park on Highway
211 (Southport -Supply Road)
The developer is JTM Development (Terry Mildenberg)
and the owner is Barker Ventures The parcel is a
small out -parcel between the current buildings in
the
business condo and the highway (I represent owners
of
Iseverl units in the condo) The developer appears
to
Ibe preparing to pour concrete in the immediate
future
Unless I am mistaken, there has been no stormwater
plan approved for this site The stormwater would
have
to be run over or under the condominium JTM has
turned over control of the condo to the
association
Iand in my opinion has no authority to grant
easements
Ior otherwise encumber the condominium JTM has
2 of 3 7/14/2006 8 43 AM

Re $entry Business Park
purportedly given an easement to Barker Ventures to
run stormwater through the condo but his authority
to
do this is highly debatable
Please contact me to discuss this situation in more
detail
Sam McGee
The McGee Law Firm PLLC
1418-3A N Howe Street
Southport NC 28461
Phone [phone]
Fax [phone]
3 of 3 7/14/2006 8 43 AM

Re Se,,,try Business Park
Subject Re Sentry Business Park
From Linda Lewis <linda lewis@ncmail net>
Date Thu, 13 Jul 2006 16 52 19 -0400
To Sam mcgee <msammcgee@yahoo com>
Mr McGee
I'm aware of this situation A stormwater permit modification was submitted on July
3 2006 for the original project along with a new offsite permit application for
the development of the outparcel that you see going on now These applications are
under review and you are correct in that no new stormwater permits or modified
permits have as yet been issued for the new construction activity
The drainage easement situation is complicated Condition II 9 of the current
permit issued on March 9, 1999 states that "prior to the sale of any portion of
the property an access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be
restricted by the sale of any portion of the property "
I understand that a building permit has been issued by Brunswick County Another
compliance inspection is scheduled for tomorrow which will most likely lead to a
Notice of Violation and hopefully the County will revoke the building permit At
the very least Brunswick County cannot issue a Certificate of Occupancy until this
matter is resolved and a permit modification is issued I am not exactly sure how
to resolve the matter but it will most likely involve some concessions on Mr
Mildenberg's part Additionally the Division can withhold issuing the modification
and the new offsite project until the Designer's Certification is submitted The
pond must be deemed in compliance with the current permit before either the
modification or the new offsite permit are issued
Pending the outcome of the inspection the NOV may include one or all or additional
violations 1) Failure to submit a permit modification prior to construction, 2)
Failure to obtain the necessary drainage easement 3) Failure to notify the
Division prior to selling or transferring a portion of the project area to another
owner and 4) Failure to submit the required Designer's Certification
Linda
sam mcgee wrote
Ms Lewis,
I am writing with regard to the current development
taking place at the Sentry Business Park on Highway
211 (Southport -Supply Road)
The developer is JTM Development (Terry Mildenberg)
and the owner is Barker Ventures The parcel is a
small out -parcel between the current buildings in the
business condo and the highway (I represent owners of
severl units in the condo) The developer appears to
be preparing to pour concrete in the immediate future
Unless I am mistaken there has been no stormwater
plan approved for this site The stormwater would have
to be run over or under the condominium JTM has
turned over control of the condo to the association
and in my opinion has no authority to grant easements
or otherwise encumber the condominium JTM has
purportedly given an easement to Barker Ventures to
run stormwater through the condo but his authority to
do this is highly debatable
Please contact me to discuss this situation in more
detail
Sam McGee
The McGee Law Firm PLLC
I oft 7/13/20064 52 PM

Re Se 4ry Business Park
1418-3A N Howe Street
Southport NC 28461
Phone [phone]
Fax [phone]
2 of 2 7/ 13/2006 4 52 PM

Re Sentry Business Park Stormwater Permit
Subject Re Sentry Business Park Stormwater Permit
From psazani@aol com
Date Mon, 24 Jul 2006 15 46 56 -0400
To linda lewis@ncmail net
Ms Lewis Thank you very much for your quick and informative reply to my email
I am still not sure how Jeff Phillips signed off on the stormwater permit without your consent or
approval, but
I have discussed this with Brunswick County officials, without any satisfaction as of yet I look
forward to any assistance your office can give me
-----Original Message-----
Fromlinda lewis@ncmail net
To psazani@aol com
Sent Mon, 24 Jul 2006 3 22 PM
Subject Re Sentry Business Park Stormwater Permit
Mr Sazani
Our office does not control the issuance of building permits When a project is in violation, or submits a modification in the
middle of construction, we can only request that the Building Inspections department withhold the building permits so that
we can gain compliance We cannot require the BI to withhold the permits, nor is the Division authorized to stop the work
However, our rules do require that prior to issuing the final Certificate of Occupancy, all the permits must be in place If the
modification is not approved, or cannot be approved, then the County must not issue the CO
I am aware of the changes, however, the deletion of the catch basins is not in and of itself, a violation As long as the runoff
from the site still drains into the pond, the method of collection is irrelevant However, you are correct in that a violation
does exist because they changed the plans without a permit modification Its moreso the changing of the plan that is the
violation, not necessarily the change itself The change itself may also be a violation if the site is not graded such that the
runoff can get into the system
We were originally slated to inspect the project last Wednesday, but were not able to do a full inspection due to other
scheduled appointments I plan on making another visit very soon
Linda
psazani@aol com wrote
> Dear Ms Lewis I am a building owner at Sentry Business Park and am > having problems understanding how
> a company can start construction without your approval
> I have read the emails between you and my attorney (Mr Sam Magee) an > am confused as to why JTM Development
can continue to build without > proper compliance
> You may not be aware, but JTM Development made many major negative > changes to the original stormwater
> system that was approved by your office JTM Development failed to > install over 8 catch basins per the
> original permit, without getting approval of the modifications here at > Sentry Business Park
> Now JTM Developement is trying to tie into a sytem that doesn't even > meet the requirements of the original
> permits
> How can JTM submit stormwater permits to you on 7 3-06 and a > modification on 7 3-06 and still continue to
> build?
> Our system does not control the stormwater as it is, since JTM made > unauthorized changes to it
> In your reply to my attorney, you stated that JTM was in violation and > a compliance inspection was
> scheduled Friday 7 14 06
> This is not an easement issue JTM Development and Barker Ventures are > in direct violation of the original
> stormwater permit since JTM did not build the stormwater system to > your specifications in the first place
> Please help me understand your offices position on this matter
> Thank you
> > Sincerely,
I of 2 7/25/2006 9 18 AM

Re Sentry Business Park Stormwater Permit
> > paulsazam@aol com <mailto paulsazani@aol com>
> ---- ----- - - ----------------------
> *Check out AOL com today* >
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2 of 2 7/25/2006 9 18 AM

Protect No SW8 !7 —" ( /)7 Q.b
p� F N1A7F
Protect NameR,oc
County o' IJWl7
Dear A
The Wilmington Regional Office of the Division of Water Quality received
your stormwater application and $420 00 fee on '1 - 3 G6
Your protect will be reviewed within 75 days of receipt, 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
If you have any questions, please contact any member of the stormwater
review staff in the Wilmington Regional Office at [phone]
Date Sent q - % -0 (o Patricia Collins

g
CAPE FEAR
Engineering,
151 Poole Road Sude 100
BeMlle NC 28451
TEL [phone]"
FM [phone]
w capefeacengmeefmg com
To I NCDENR —Water Quality
Attn
XECEI1 ED
Inc. � G OJUL 0 3 2006
Transmittal
Date
6/28/06
File
800-05
Subject
Sentry Self Storage
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No
Description
2
Stormwater Control Plan
2
Design Narrative with Calculations
2
Original and One Copy of Application
2
Original and One Copy of All Supplements
1
$420 Application Fee
REMARKS If you have any questions or comments please feel free to contact this office
CC Cape F r Engineering Inc
Signed /
D is Fennell
Transmittal-NCDENR28june06 doc

Design Narrative
For
Sentry Self Storage
Brunswick County, North Carolina
Prepared for
J T M Development, Inc
6013 Wellesley Place
Wilmington, North Carolina 28409
[phone]
Date June, 2006
Prepared by
Cape Fear Engineering, Inc
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]

DESIGN NARRATIVE
1 GENERAL
The project site is located along Hwy 211 approx 1 mile from the intersection of Hwy 211 and
Hwy 133 (Long Beach Road) in Southport, North Carolina, Brunswick County The project area
is approximately 18 33 acres The site is fully developed except for the 2 buildings proposed in
this application
2 EXISTING SITE
Site topography in the area is relatively flat with slopes typically less than one (1) percent The
site has an existing ditch on the east and west property lines which drains to the south end of the
property towards Jump and Run creek
In areas left undisturbed, vegetation consists primarily of grasses and minor ground cover within
the area of the improvements Subsurface soils are typically a mixture of sands, silty sands and
organics
3 PROPOSED IMPROVEMENTS
Improvements proposed at this time are a new mini -storage unit and a new office building The
existing pond was designed and constructed to accommodate these sites in regards to NCDENR
stormwater treatment requirements, but not for pre/post attenuation (Brunswick County storm
water rules did not apply in 1999 The existing pond (as constructed) is adequately sized for the
additional area, but to satisfy pre/post attenuation an outlet structure must be installed in place of
the existing earthen spillway
4 DRAINAGE CALCULATION CONSIDERATIONS
Drainage calculations have been provided for the subsurface drainage system and the wet
detention pond (See attached)

site violation
V10 i
Subject site violation
From "bonkers" <bonkers@ec rr com>
Date Wed, 1 Mar 2006 18 27 45 -0500
To "Linda Lewis" <Linda Lewis@ncmail net>
Linda
I believe there s a site violation on this site 6;;;)
Steve
Design Innovation Inc
4490 Sheila Street
Southport N C 28461
910-457 1095
910-367 0488
SENTRYSTORAGE2pdf11 Content -Type application/pdf
Content -Encoding base64
SENTRYSTORAGE1 pdfI Content -Type application/pdf
JContent -Encoding base64
I of 1 3/2/2006 4 18 PM

CAPE FEAR
Engineering, Inc.
Mrs Linda Lewis
NC DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Sentry Self Storage
Dea* L ^da
OCT 10 2000
BK
October 6, 2000 A
q�o ply
This is in response to your letter dated August 31, 2000 to Mr J T Mildenberg requesting
the Engineer's certification on the Sentry Self Storage storm water system We have
requested from the owner an as -built survey of the system and pond in order for us to
certify that the project complies with the permitted plans and specifications Once we
have received this information and verified the findings with the original design, we will
forward the requested certification to your office
Should you have any questions and/or comments please feel free to contact me at 790-
8584 ext 105
0
y Mills, CPESC
ect Manager
cc J T Mildenberg, President
Filc 800-05
5040 New Centre Or 5une O Wilmington NC 26403 • TEL [phone] • FAX [phone]
250 North Chuch 5treet Spartanburg 5C 29306 • TEL [phone] FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B Hunt, Jr, Governor
Bill Holman, Secretary
Dn ision of Water Quality
August J1 2000
Mr J T Mildenberg President
J T M Development
6013 Wellesley Place
Wilmington NC 28409
ALTIT4•'•
NCDENR
ENVIRONMENT AND NRTURA� RESOURCES
Subject REQUEST FOR ENGINEER'S CERTIFICATION
Stormwater Project No SW8 990224
Sentry Self Storage
Brunswick County
Dear Mr Mildenoere
On March 9, 1999, the Division of Water Quahty issued a Stormwater Management Permit for Sentry Self
Storage to you The terms and conditions of the Dermit and Stormwater Regulation 15A NCAC 2H 10080) simulate
the following
Upon completion of construction the designer for the type of Stormwater system installed must certify
that the system was inspected during construction was constructed in substantial conformity with plans
and specifications approved by the Division and complies with the requirements of this Section prior to
issuance of the certificate of occupancy
As or this date our records indicate the required designer s certification has not been received Operation of
the stormwater system Dnor to submission of the required certification is a violation of NCAC 2H 10080) in
accordance with NCGS 143-215 6 Construction it considered complete at the time the DroJect is occupied by an
owner or tenant for its intended use Please submit the required certification by October 1 2000 Failure to submit the
certification is considered a violation of the permit and is subject to enforcement action per NCGS 143-215 6A
If you have any questions concerning this matter please call me at [phone]
Sincerely
Linda Lewis
Environmental Engmeer
RSS/arl S \WQS\STORMWAT\PEREQ\99022Q AUG
cc Perry Davis, P E
Delaney Aycock Brunswick Count, Inspections
Linda Lewis
Central Filcs
127 C irdmal Dr Ext Wilmington forth Clrohna 2W4 7 elephon 910-39�, 3900 FAA 910 350 200"
An Enuil Opportumh Arfirmlti%L Action Lmplotei 50% reci Lied/100/. post consumer paper