20070279 Ver 1_More Info Received_20070925

,~
LMG
LAND MANAGEMENT GROUP irrc..
Environmental Consultants
September 20, 2007
To
Ms. Kim Garvey
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402-1890
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SL`r' ~ ~ 2001

RE: Additional Information for St. James Safe Storage; Action ID# 2007899-010
Brunswick County, NC
Dear Kim:
Thank you for your letter dated May 8"', 2007 in which you requested additional project information for the St.
James Safe Storage NWP 39 application. Below is a response to each of your comments.
1. Based on the information you have submitted to date, this office cannot verify that your activity qualifies for
NWP 39 because you have not satisfied the requirement to document that your project will have less than
minimal individual and cumulative net adverse effects on the environment. An Individual Permit may be
required if you cannot demonstrate that your activity will have less than minimal individual and cumulative
net adverse effects on the environment and complies with all NWP General and Regional Conditions.
As shown on the site plan, the applicant only proposes to impact 0.379 acre of wetlands near Highway 211. No
additional wetland impacts are planned. The remaining wetlands off of Highway 211 will be preserved (0.218 acre)
and the preservation document is currently being prepared. The applicant has decided to sell the area behind the
stormwater pond to a third party that owns an adjoining tract. Therefore, the applicant is unable to preserve this
area.
2. The application does not satisfy the avoidance and minimization criterion described in NWP General
Condition 20. Because preservation is not proposed and the applicant wants to maintain the vegetation on
remaining wetlands there will be direct and indirect impacts to remaining wetlands on-site. Pleaseprovide
information to this office that the remaining 0.218 acre of wetland fronting to NC Hwy 211 and wetlands to
the back of the property will not be directly or indirectly impacted through project implementation. Your
letter dated April 4, 2007 does not adequately address this. It is also recommended that you get a
verification from this office of the wetlands in the back of the property.
As previously stated, Buildings 1 and 2 were offset from the back of the property a certain distance in order to allow
an adequate turning radius for tractor trailer moving vans. Please note that the applicant has already revised the site
plan several times in order to reduce wetland impacts. He originally planned to have 120,000 square feet of storage
space, but reduced this to 86,000 square feet in order to meet DOT requirements. This has already diminished the
project value significantly due to the fixed overhead costs associated with office, staff and land expenses. The
proposed building sizes are needed in order to make this project economically feasible.
The applicant agrees to preserve the wetland area located off of Highway 211. The applicant has sold the part of the
tract behind the stormwaler pond to an adjacent property owner. Therefore, he is unable to preserve these wetlands.
The new property owner will be responsible for any future wetland delineation of this area.
www.lmgroup.net • [e-mail] Phone: [phone] Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

3. Please provide data to document that the proposed stormwater pond will not alter the hydrology of the
wetland to the back of the property.
The applicant has akeady obtained a stormwater permit from DWQ (enclosed). After receiving comments from
Noelle Lutheran, the project engineer emailed Linda Lewis to verify that the permitted stormwater plan would not
affect the adj acent wetlands. Ms. Lewis has not responded. Because the applicant has already received a valid permit
and because Ms. Lewis has not responded to our inquiry, we infer that the stormwater branch of DWQ does not
expect the pond to affect adjacent wetlands.
4. Please provide a map to show that yoz~ are consistent with Regional Condition 4 for NWP 39 showing that
the proposed project is outside the FEMA 100 year floodplain.
Enclosed is a FEMA map that depicts the 100-year floodplain in this area. The proposed wetland impact is outside
of the 100-year floodplain.
S. No utility installation of infrastructure construction were included in your description or land use plan.
Additional impacts to waters of the United States either temporary or permanent for utilities or
infrastrzcture need to be included on your land use plan and in your impact list.
All utilities will be located within the proposed driveway corridor. No additional wetland impact for utilities will be
needed.
6. Please explain why onsite in-kind compensatory mitigation for wetlands impacts was not considered or is
not practicable for this project.
There are no wetland restoration or enhancement opportunities onsite. Wetlands within the tract are relatively intact.
The applicant agrees to preserve the remaining wetlands at the front of the property.
7. Please describe how you plan to deal with the possible presence of Venus flytrap on the project site.
The wetland area located off of Highway 211 was evaluated for Venus flytraps in June of 2007 by staffof LMG. No
Venus flytraps were observed. Therefore, the proposed project will not negatively impact this rare plant species.
I hope this response adequately addresses your comments. Please contact me if you have any other questions.
Thank you for your assistance with this project.
Sincerely,
,/
Kim Wi-lliams
Encl.
C: Mr. Jay Cole, St. James Safe Storage, LLC
Ms. Joanne Steenhuis, DWQ
Mr. Ian McMillan, DWQ
Mr. Kent Harrell, Norris Kuske & Tunstall

September 20, 2007
TO: Ms. Joanne Steenhuis
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Additional Information for St. James Safe Storage; DWQ# 070274
Brunswick County, NC
Dear Joanne:
We received your letter dated Apri112, 2007 in which she requested additional project information
for the St. James Safe Storage 401 Water Quality Certification application. Below is a response to each of
these comments.
Deed Notifications or Restrictions
Although you have stated that you do not have plans to impact additional wetlands on the subject
property, this office is concerned that additional impacts will occur in the future if the remaining
wetlands on the tract are not put into preservation. It does not appear that the wetlands in the
front of the tract will block visibility from Hwy 211; however, this office would prefer that you
place the wetlands in preservation through the use of deed restrictions with vegetation
maintenance allowances versus not at all. It is not understood why the vegetation of the wetlands
in the rear of the property needs to be maintained. Once again, DWO would prefer that you place
the wetlands in preservation with an allowance to maintain vegetation but not cut trees.
The applicant agrees to preserve the remaining wetlands located off of Highway 211 (0.218 acre) and
the preservation document is currently being prepared. However, he has sold the area behind the
stormwater pond to a third party that owns an adjoining tract (see enclosed deed). Therefore, this area
cannot be preserved by the applicant.
2. Wetland Delineation
If you do not preserve the remaining area in the rear of the property, you must provide a wetland
delineation for this area and have it verified by the U. S. Army Corps of Engineers.
Because the applicant no longer owns this area, he does not intend to have it delineated.
3. stormwater Pond
It appears that the stormwater pond has been designed to discharge awayf-om the wetlands, towards
the road If this is the case, it appears that the pond may negatively affect the hydrology of the
wetlands adjacent to the pond. Please design the pond to outlet into the wetlands. If this cannot be
accomplished dzee to drawdowr~ requirements, a pond liner ands or an impervious harrier between the
wetlands and the pond maybe required. Please provide a copy of the proposed stormwater treatment
www.lmgroup.net intoC?Imgroup.net Phone: [phone] Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 P.O. Box 2522, Wilmington, NC 28402

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plans.
The applicant has already obtained a stormwater permit from DWQ (enclosed). After receiving
comments from Noelle Lutheran, the project engineer emailed Linda Lewis to verify that the permitted
stormwater plan would not affect the adjacent wetlands. Ms. Lewis has not responded. Because the
applicant has already received a valid permit and because Ms. Lewis has not responded to our inquiry,
we infer that the stormwater branch of DWQ does not expect the pond to affect adjacent wetlands.
I hope this response adequately addresses your comments. Please contact me if you have any other
questions. Thank you for your assistance with this project.
Sincerely,
Kim Williams
Encl.
C: Mr. Jay Cole, St. James Safe Storage, LLC
Ms. Kim Garvey, ACOE
Mr. Ian McMillan, DWQ
Mr. Kent Harrell, Noms Kuske & Tunstall

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March 30, 2007
Thomas O. Hollinshed, Member/Manager
St. James Safe Storage, LLC
PO Box 40408
Fayetteville, NC 28309
Subject: Stormwater Permit No. SW8 061027
St. James Safe Storage
High Density Project
Brunswick County
Dear Mr. Hollinshed:
Michael F. Easley, Gov n oc ~-
r
William G. Ross tr., Sec t ryo
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Waler Quality
~~~~~
~Q~ o ~ 2001
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for St. James Safe Storage on March 23, 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 2.1000. We are forwarding Permit No. SW8 061027
dated March 30, 2007, for the construction of the subject project.
This permit shall be effective firom the date of issuance until March 30, 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 righ# to request an adjudicatory 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 1508 of the North Cars~lina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made #his permit shall be #inal and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sin.c ~y, ,
J
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:\WQS\STORMWATERIPERMIT1061027.mar07
cc: ~Kt.lall ' = rris{1=C"i~sl&rJ~rs~t,a~~li~
Delaney Aycock, Brunswick County Bulling Inspections
Linda Lewis
Wilmington Regional Office
Central Files
IVo thCttro ina
,Allturq~ly
NorOt Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 284x5 Phone {910) 746-7215 Customer Set~~ice
Wilmington Regional Office Internet: u~ww.ncwaterqualih'.org Fax [phone]
An Equal OpportunitylAffirrna6ve Action Employer- 50°~ Recycled110% Post Consumer Paper

State stormwater Management Systems
Permit No. SW$ 061027
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Thomas 0. Nollinshed & Sf. James Safe Storage, LLC
St. James Safe Storage
4348 Southporf-Supply Road, Southport, Brunswick Counfy
FOR THE
construction, operation and maintenance of a wet detention pond 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 March 30, 2017, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 167,887 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 pians. This permit makes no provision for any
future built-upon area.
4. AN stormwater collection and treatment systems must be located ~in eithea$
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 of this
project must be directed info the permitted stormwater control system.
Page2of7

State stormwater Management Systems
Permit No. SW8 061027
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 5.59
Onsite, ft :
2 243,525
Offsite, ft
: 0
b. Total impervious Surfaces, ft2: 157,887
c. Design Storm, inches: 1
d. Pond Depth, feet: 4.0
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSt~: 43.5
g. Permanent Pool Surface Ares, ft : 21,512
h. Permitted Storage Volume, ft : 23,244
is Temporary Storage Elevation, FMSL: 44.5
j.
k Controlling Orifice:
P
itt
d F
b
3 2"l~ pipe
. erm
e
ore
ay Volume, ft
: 12,482
I. Max. Fountain Horsepower: 1/6
m. Receiving Stream/River Basin: Beaverdam Creek / CPF
n. Stream Index Number: 18-88-9-1-(0.5}
o. Classification of Water Body: "SC Sw HQW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior #o the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system wilt be repaired immediately.
3. The permittee shall at all times 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
ifs 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 revegetation 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.
g. Access to the outlet structure must be available at all times.
4. 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.
5. 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.
6. 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.
Page 3 of 7

State stormwater Management Systems
Permit No. SW8 061027
7. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the fallowing 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 listed in Section
1.6 (I) of this permit.
8. Upon completion of cons#ruction, 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
modffica#ion may be required for those deviations.
9. Access to the stormwater facilities shall be maintained via appropriate
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, far any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown ors 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 ail 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 future areas shown on the approved plans, the
permittee shall submit final site layout and grading plans for approval to the
Division.
12. 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.
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 copes 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 061027
(11. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. 1n the event of a change of ownership, or a name
change, the permittee must submit a formal permif transfer re uest to the
Division of Water Quality, accompanied by a completed name/ownership change
fiorm, documentation from the parties involved, and other supporting materials as
may be appropriate. The approval of this request will be considered on its merits
and mayor may not be approved. The permittee is responsible for compliance
with all of the permif conditions until such time as the Division approves the
transfer request.
2. 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 Genera! Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit covers State Stormwater only and does not preclude
the Permittee from complying with any and all statutes, rules, regulations, or
ordinances, which may be impaled by other government agencies (local, state,
and federal having junsdictian. The 401/404 wetlands permit must be obtained
prior to any construction on the project.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent .seeding requirements far the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
Permit issued this the 30th day of March 2007.
NORTH~~OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for A an :' limek, P.E,, Director
Division of Water Quality
ey Authority of the Environmental Management Commission
Page b of 7

State S#ormwater Managemen# Systems
Permit Na. SW8 461027
St, James Safe Storage
Stormwater Permit No. SW8 061027
Brunswick County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodicaliy/ 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 specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 061027
Cert'rfication 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. Ail 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 outie#/bypass 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/bypass structure.
$. Ail 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 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.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 7 of 7

State stormwater Management Systems
Permit No. SW$ 061027
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Thomas O. Hollinshed & St. James Safe Storage, LLC
St. James Safe Storage
4348 Southport-Supply Road, Southport, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond 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 March 30, 2017, and sha(I
be subject to the following specified conditions and limitations:
!. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 167,887 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. This permit makes no provision for any
future built-upon area.
4. Ail stormwater co(lectian and treatment systems must be located in either
dedicated common areas or recorded easements. The final puts 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 of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 061027
~. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 5.59
Onsite, ft : 243,525
Offsite, ft2: _ ~
2 0
b. Total Impervious Surfaces, ft
: 167,887
c. Design Storm, inches: 1
d. Pond Depth, feet: 4.0
e. TSS removal efficiency: 90% _.
f. Permanent Pool Elevation, FMSl
: 43.5
g. 2
Permanent Pool Surface Ares, ft : 21,512
h. Permitted Storage Volume, ft : 23,244
i. Temporary Storage Elevation, 1=MSL: 44.5
j. Controlling Orifice: 2"O pipe
k. Permitted Forebay Volume, ft3: 12,482
1. Max. Fountain Horsepower: 1/6
m. Receiving Stream/River Basin: Beaverdam Creek ! CPF
n. Stream index Number: 18-88-9-1-(0.5}
o. Classification of Water Bady: "SC Sw HQW"
II. SCHEDULE 4F COMPLIANCE
1. The Stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shah at all times provide the operation and maintenance
necessary #a 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. Mowing and revegetation 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.
g. Access to the outlet structure must be available at all times.
4. 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.
5. 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.
6. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 061027
7. 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 intalte 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 listed in Section
1.6 (I) of this permit.
8. 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 no#ed on the Certification. A
modification may be required for those deviations.
9. Access to the Stormwater facilities shall be maintained via appropriate
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 #o 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,
far 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 future areas shown on the approved plans, the
permittee shall submit final site layout and grading plans for approval to the
Division.
12. A copy of the approved plans and specifications shall be maintained on fife by
the Permittee for a minimum of ten years from the date of the completion of
construction.
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 S#ormwater Management Systems
Permit No. SW8 061027
llf. GENERAL CONDITIONS
This permit is not transferable to any person or entity 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 formal permit transfer request to the
Division of Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting materials as
may be appropriate. The approval of this request will be considered on its merits
and may or may not be approved. The permittee is responsible for compliance
with all of the permit conditions until such time as the Division approves the
transfer request.
2. 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.
3. The issuance of this permit covers State Stormwater only and does not preclude
the Permittee from complying with any and all statutes, rules, regulations, or
ordinances, which may e imposed by other government agencies (local, state,
and federal) having jurisdiction. The 401/404 wetlands permit must be obtained
prior to any construction on the project.
4. In the event #hat 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 stormwa#er managemen# systems.
5. 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.
6. The permit may be modified, revoked and reissued ar terminated for cause. The
filing of a re uest for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the starmwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
Permit issued this the 30th day of March 2007.
NORTH ROLINA E VIRONMENTAL MANAGEMENT COMMISSION
C ~
fo~~ Alan W. Klimek, :-E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

NKT #D5057-1

A,
/,,
'`~ ~- YJ / s ~ i f
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. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
St. James Safe Storage, LLC
2. Print Owner/Signing Official's name and title {person legally responsible for facility and compliance):
Thomas O. Holiinshed, Member/Manager
3. Mailing Address for person listed in item 2 above:
P.O. Box 40408
City: Fayetteville State: NC Zip: 28309
Telephone Number: {910) 237-1237
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
St. James Safe Stora
5. Location ofProject (street address):
_434$ Southport-Supply Road
City: Southport County: Southport
b. Directions to project (from nearest major intersection):
2 miles west from the intersection of Hwy 87 & Hwy 211 in Southport
7. Latitude: 33° 57' 37" N Longitude: 78° 04' 44" W of project
8. Contact person who can answer questions about the project:
Name: Kent Harrell, P.E. Telephone Number:
II. PERIv1IT INFORMATION
I. Specif}+ whether project is (check one}:
X New
Renewal
10) 343-9653
Modification
Form SWU-101 Version 3.99 Page'! of 4

r~Vcl . ! -1~ -2v~~-
2: • If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number N/A And its issue date (if known)
3. Specify the type of project (check one):
L,ow Density X High Density Redevelop Genera] Permit Other
4. Additional Project Requirements (check appIicable blanks):
CAMA Major X Sedirnentation/Erosion Control 404/401 Permit IVPDES 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 far the project.
Stormwater collected in pipe system then conveyed to a 13MP Wet Detention Pond.
2. Stormwater runoff from this project drains to the Cape Fear River Basin.
3. Total Project Area: 5.59 _ 4. Project Built Upan Area: 68.9
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Draina e Area 1 Draina a Area 2
Receivin Stream Name Beaverdam S QC~
Receivin Stream Class ~ C; Sw }{Cs?tiri~
Draina a Area 5.59 AC ! 243,525 SF
Existin Inn ervious * Area 0.00 AC / 0.00 SF
Pro osed Im ervious* Area 3.85 AC / 167,887 5F
Impervious* Area (total) 68.9%
Im ervious* Surface Area Draina e Area -1 .. Draina e Area 2
On-site Buildin s 2.066 AC ./ 90,000 SF
On-site Streets 0.00 AC J 0.00 SF
On-site Parkin 1.775 AC / 77,312 SF •.
On-site Sidewalks 0.013 AC / 575 SF
Other on-site
Off-site
Total: 3.85 AC / 167,887 SF Total:
lmpe-vious area rs defined as the built upon area inclzrdirag, but not limited 10, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Farm SWU-101 Version 3.99 Page 2 of 4

7. How was the off-site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTNE COVENAI~ITS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and fizfure 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.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issLCed by the Division of Water- Oualiry. These covenants may
not be changed oa• deleted without the consent of the State.
No more than square feet of any lot shall be covered by sductures or inzpen~ious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar- material btrt do not include
wood decking or the water surface ofswimming pools.
3. Swales shall not be flied in, piped, or altered except as necessary to provide driveway crossings.
4. Built-argon area in excess of the permitted amount requires a state stonnwater management permit modification
prior to constratction.
5. fill permitted runoff from otrtparcels or future development shall be directed into the per•»zitted stor-m}vater control
system. These connections to the stormivater control system shall be performed in a manner that maintains the
integrity and performar:ce of the system as per~rritted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include al] the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each.I}MP specified for tlus project. Contact the Stormwater and General Pemuts Unit at (919} 733-5083 for
the status and availability of these forms.
Form SWU-].02
Form SWU-103
Form SWU-104
Form. SWU-105
Form SWU-106
Form SWU-107
Form SWU-I08
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplemenf
Curb Outlet System Supplement
Off-Site System Supplement.
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only Complete application packages will be accepted and re~~iewed by the Division of Water Quality (DVS'Q).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. 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 StormwaterManagement Permit Application Form
• 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
- Original contours, proposed contours, spot elevations, finished floor elevations
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff caIcuIations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
if you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Norris, Kuske & Tunstail Consuiting Engineers, Inc./ Kent Harrell, P.E.
Mailing Address: 902 Market Street
City: Wilming#on State: NC Zip:
Phone: [phone]
VIII. APPLICANT'S CERTIFICATION
28401
Fax: {910) 343-9604
I, {print or type Warne of person listed in Ge~zerallrtfornzation, item 2) Thomas O. Hollinshed, MembedManager ,
Certify that the information included on this permit application fom~ is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project. complies with the requirements of 1 SA NCAC
2H.1000. _ /" 1 ~
Signature:
Date: ~ U/// ~ p G
Form SWU-101 Version 3.99 Page 4 of 4

vtr~l 3~ 2.~--o=f
NKT #05057-1
Pernut No.
State of North Carolina (to be provided by ISWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form maybe photocopied for use as an original
DWQ Stormwater Management PIan 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: St. James Safe Storage
Contact Person: KentHarrelf,P.E. Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to:
[phone]
1
elevations
Basin Bottom Elevation 39.5 ft. (floor of the basin)
Permanent Pool Elevation 43.5 ft. (elevation of the or~ces)
Temporary Pool Elevation 44.5 ft. (elevation of the discharge structure ovef~low)
areas
Permanent Pool Surface Area 21,512 sq. ft. (water surface area at the orifice elevationT)
Drainage Area 5.590 ac. (on-site ar~d off-site drainage to the basin)
Impervious Area 3.850 ac. (az-site and off-site drainage to the basin)
volumes
Permanent Poal Volume 54,602 cu. ft. (combined volume of main basi~z and forebay)
Temporary Pool Volume 23,124 cu. 8. (volume detained above the permanent pool}
Farebay Volume 12, 482 cu. ft. (approximately 20% of total volume)
Outer parameters
SA(DA' 5.93
Diameter of Oilfice 2.0 in.
Design Rainfall 1.0 in.
Design TSS Removal z 90
(surface area to drainage area ratio ft•onz DWQ table)
(2 to S day temporary pool draw-down required}
(minimum 85% required)
Form SWU-702 Version 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. Luiear interpolation should be employed to detemune the correct value for non-
standard table entries.
2. In the 20 coastal counties; the requirement for a vegetative filter maybe waived if the wet detention basin is designed to provide
90%TSS removal. The NCDEI~IR BMP manual provides design tables for both 85% T55 removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following cl~ecklist 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 Initials
JC~~ a. The permanent pool depth is between 3 and 6 feet {required minimum of 3 feet},
J~~_t~ b. The forebay volume is approximately equal to 20% of the basin volume.
~~>'aJrf c. The temporary pool controls runoff from the design storm event.
~C~}~ d. The temporary pool draws down in 2 to 5 days.
/C~~'f:~ e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations.
~~~},~ f. The basin length to width ratio is greater than 3:1.
1~~ff g. The basin side slopes above the permanent pool are no steeper than 3:1.
lC~~ h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail}.
~C>°~ i. Vegetative cover above the permanent. pool elevation is specified.
/ C~Jf7 j. A trash rack or similar device is provided for both the overflow and orifice.
1 Ct~f~ k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
~-~J~~ 1. 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.
1 ~1'0~`~ m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. R'ET DETENTION BASIN OPERATION AND MAINTENANCE AGREE117ENT
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 oneJ ^ does
This system (check one) ^ daes
Form SWU-102 Version 3.99
® does nat incorporate a vegetated filter at the outlet.
® does not incorporate pretreatment other than a forebay.
Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdo~~n of 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.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, 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 detemune the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accum~ated sediments.
n ~, J'c?
When the permanent pool depth reads ~~~~ 'feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(f 11 in the blanks)
0 Permanent Pool Elevation 43.5
Sediment Re oval El. 41.5 75° L('J,~ ~
--------------- - Sediment Removal Elevation ~F.S 75%
Bottom El vation 39.5 5°10 ------------------------------------- -----
bottom Elevation 39.5 25%~
FOREBAY MAIN POND
5.
6
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 forebay berm.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Version 3.99 Page 3 of 4

7. 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.
Print name: Thamas O. Hofiinshed
Title: Member/Manager
- Address: P.O. Box 40408 l=ayetteviile, NC 28309
Phone:
Signature:
Date: ~G ?~o ~ -c/ ~/ ~ O o ~-~
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, G~ /f l~'C.-4' ~ ~' , a Nota Public for the State of 7 L~~~ t~l
County of ~/.~.,-,~1~'~C~r~ , do hereby certify that `~j~%~~!',S• C~- f-~~?-~ ~~~!7~~
Personally appeared before me this // day of ~~L'~i~~T „,~7C?l~ <.~ ,and acknowledge the due
Execution of the foregoing wet detention basin maintenance requirements. Witness my hand and official seal.
~•~! •~.
A y e ~ $
~° °~=
e
~i:.r i~
Signature ~.~,~ C.C"C~ ~~ ~-~~C-:l' .~
My commission expires ~ - /l;= - C~~
Form SWU-102 Version 3.99 Page 4 of 4

.k
~ ~~~ i~
~..
E
Rlortl~ Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simo~~s, PG, PE Land Quality Section Michael F. Easley, Governer
director anc! Stag Geologist 1~`Vi(liam G. Ross Jr„ Secretary
3-12-()7
I,E'T"I'lv,1i~ t~l;; APlPRO'V~L ~t'IT~I 1~14J1JI~'iG~TIQI~S r~N;r)
~'ERFORI~~'IANGE R>ESER~'~TiC?I°~S
St. 3atnes Sale Stc7rrgt;, LLC:
T`honzas C)..~h~llinshed, ~~~er-nbc.rr'I~~anager
PC} F3ax 4{)~4(JS
Fayetteville, ~~; ?~~C}~
RZ: f'r-c~jcct I~?arzze: St..t~r7zzes Safe Stora,'e Acres approved:
I'r~~~ect 1T): I3rrrrzs-?~07-?~3
C:oantvt"1'oiv7zlStreet: )8rurzswiek, Sorrthpari, NC'I-~r~ry 211
IZiv~:r basin: L.uz,zlaer
Subrzzitted By: Nczrr~is, Kuske ~ "1'un,tall
Date Received ley L.(:~5: l~etzruar~y~ 21, 2C-47
Plan ~T'ype: TwEW
Tear 1~1r. Ilollinshed:
This office has reviewed the subject erasion arrd sedimentation corztral plan ar~rd herel}y~
issues this I..,etter of ~.pproval with Modifications and Perforrr~ance Reservations. r'~ list of thy;
rzzodificatiorrs and reservations is attached. This plan approval shall empire tl~.ree (3) years
foll~wirzg the date of approval, if raa land-disturbing activity has been. rrnd~:rtaken, as is required
t7v Title 15th 1`vrC'~C ~B .012.1. Should the plan not perfc~r-rn adequately, a revised plan will. bL
required (G.S. l 1?:~-`~~.1)(b}.
Please be advised that Title 15~ NCAC ~U.O11i5(a) requires that a copy tzf the approved
erosion control plan be on frIe at the job site. Also, you should consider this litter to give the
I'~c~tice required by G.S. 1.13-61.1(a} of our right. of periodic inspection to insure cor~zpliance
with thy; apprnved plan.
i~lorth Carolina's Sedimentation 1'ollutiarz Gor~trol Pro<=ranz is perfarn~anc;e-oriented,
regtrir-t~g protection of eXisting natural rLsources and adjoir~ir2g properties. If, follo~~`ing tI,e
comrne.ncera~~izt of this project, it is detenlrirzcd that the erosion and scdizz-~entatian control plan is
inadequate to n~-eet the requircnzents of the Sedimentation Pollution C:ontrnl pct of 1373 (I'v'arth
Gar-olina General Statute 113-S1 thru 6C~), this oflicc nzay require revisions to the plan and
in~plcnicntation of the revisions to insrzre c©zz~pliance tivith the pct.
_-.. W__ _. tNifmington f~egional rJffice
12i Cardinal Drive Exi., l'Vilmingtnn, North Garofina 28405-3845 Phone: ~ ~ 0-t 90-; 215 ! F~,X. 510-350-2044

L.ttter of Al~proual with twloditications anti f'erforzna2~cc Reservations
Thaznas t~. Hollizzshed
10~lare.l~ 12, ~Ufl7
l'a~e 2 of
Acceptance and approval of this plan. is conditioned itpoz~ your compliance with 1~cderal
azzd State ~~4~ter quality la~~fs, z-e~ulations, and rules. Iz-t addition, local city or county ordinances
or rules znay also apply to this land-distirrbin~ actiuity. This approval does not supersede any
atlzez` pcr~llit or approval.
Please tic aware that. your pro~}ect will be covered by the enclosed NPDES Cez~eral
5toz-zn~vater Permit IvTGGU1fl00 {Cozistruetian ~:ctivities). ~'ou should first become familiar tvidi
all of the requirements for compliance ~~~ith the enclosed ~cneral permit.
Please. Hate that this approval is based in part on the accuracy of the infoz~~~ation provided
in the financial Responsibility Form,. ~r~hich you have pratrided. You. are requested to plc an
ai~7ez~zded farm if there is any c.haz~Je in tl~e inforz~i~ation included on the form. Tz additiozt, it
~~~auld bt; helpful if you notify this office of floe proposed staz~tin~ datt~ far this project. I'lLasc
notify us if yt7u plan to have a prcconstructian conference.
Your cooperation. is appreciated.
5incerely,~
i
Chastity Clad`
Assistant Re~ic~z~al ~n~i~necr
Land Quality Section
Enclosures: Cez-tifsate of Approval
11~Iadifications and Perfornlance .Reservations
I~PDES Pe~zit
cc: I~;ent P. t-larrell, P.l:., i~larris, Kusle & Tunstall
LQS-~'~iRO

Letter of Appraval with Modifications and. Performance Reservatians
'I`haznas O. Hallinslted
March l 2, 2Ui17
Page 3 of 4
14=It)DIFIC~-TIClllS AND PERTt<CiR11IAllCE RESEI~VAT'iCjP~S
Project lvazzic;; St. James Safe. Stara~e
Project lD: lirzzns-2(}U7-293
Cattnty: Brunsrj~icl:
i. This plan approval shall expire three (3} years following the data: of approval, if no land
disturbing activity has been undertaken, as is required by Title i ~A I~GAG 4B.Q(}29.
2. The developr;r is respoz~siblefor the control of sediment on-site. If the approved crosian azzd
sedime~~ztation control z~zzeasures prove insufheient, the dtvc}aper nxust take these additional steps
necessary to stop sediment front leaving this site. Each seclinlent storage del=ice must he
inspected a$er each storm event. Maintenance andior clean out is necessary anytime the device
is at 5th°.~o capacity.
3. A.ny and all existing ditches on this project site are assumed to be left tuxdisturl~ed by the
proposed development unless otl~envise noted. The removal of vegetation within any= existing
ditch or channel is prohibited unless tl:e ditch or channel is to be regarded with side; slopes o.f 2
horizontal to l vortical ar less steep. Bank slopes may be zno~v°ed, but stripping of vegetation is
considered netiv eartltwuork and is subject to the same erosion control requircn~ents as ne~v
ditches.
4. The developer is responsik~le fQr obtaining any and all permits and approvals necessary= far
the development af' this project prier to the commencement of this land disturbing activity.
"This could include agencies such as the Division of ~'~tater Quality's starzn~vater
regulations, their enfczrcement requirements within Section ~Ol of the Clean Water Act, the
I1.5. Army= Carps of Engineers' jurisdiction of Section ~0~ of the Clean. ~VFater ~1ct, the
Division of Cczastal 1~Ianagetacaent's CA14~;iA requirczzzenfs, the Division of Said ~'Vaste
11~anagement's landfill regulations, the Environmental l'ratection Agency andlar The U.S,
Arza~y= Carps of Engineers jurisdiction of the Cl;.arz stater Act, heal +.~aunty ar
Municipalities' ordinances, ar ethers that may be required. This approval cannot
supersede any ether permit ar approval, how=ever, in the case of a Cease and Desist ardez-
fram the Warps of Engineers, that C}rder w~auld only apply= to wetland areas. All hi;lalancl
would still have to be in compliance with. the N.C. Sedirr-entation Pollution Central Act.
_5. if any ;troy on site f;zlls within the; jtzrisdictian of Section ~Qi or X04 of the Glean Water Act, the
devcicspcr is responsible fc+r compliance with. the requirezxzcnts of the Division of Water Quality,
the Corps of Engineers and the Environmental Protection. Agency (1= PA) respectively.. Any
erosion control measures tl~at fall within jurisdictional wetland areas must be approved by the
aforementioned agencies prior to installation. The Land Qualit}! Section must be notified of a
relocation of the measures in question to the #ransition point between fhe wetlands anti the
uplands to assure that the migration of sediment zn~ill net occur. If that relocation presents a
problem or contradicts any regtzireznents of either Dti~'Q, the Carps, or the EPA,. it is the
respons.ihility of the developer to infon~~ the L --and Quality Section regional office so that aax

Letter of Approval with Madificatians and i'erfarznaz7ce 12eserv,~tians
'I'lzazzzas 0. 1-lallinshcd
March 12, 21307
Page ~ of ~
aclcgtzate cazztizzgezzcy plan can lze zzzade to assure sufficient erasian cantral r~:mains an site.
Failure to da sa will. Lac considered a violation of this approval.
6. Any bon-a~~• material brought onto this site mast be from a Ie~aily operated mizze ar other
approved suurce. A single use bon-o~v site ar an area to waste material is anly permissible if it is
gperated under the total control of the Financially Responsible person or firm lvho is developing
this site and has been separately permitted and incozporated as part of this plan zzzeeting all. the
requirements of NC General Statue 7~-X9(7}f.
7. This permit allows far a land distuz°bazzce, as called for on the application plan, not to exceed G
acres. Exceedizt~ that acreage ~=ill be a vialation of this permit and would require a revised plan
and additianai application fee. .Any addition in izrzperviaus surface, over that already noted on
the approved plazz, tivould also require a revised plan to verify the appropriateness of tl~e erasion
cantral measures and starrrzwater retention measures.
8. The canstructian detail for the proposed silt. fence requires reinforcing wire and steel pasts a
maximum of S feet. apart.. Ozrzissian of tilze reinforcing wire is a eonstnzctian change that
necessitates mare posts .far support, i.e., the spacing. distance needs to be reduced to na greater
than t~ feet apart.
~. Because the stortn~vater retentiaz~ pond are showz7 oz1 the plan as the primary sedimentation and
erasion central devices an this project, it is necessar}= that the pand and it's callec:tian system be
izzstalled before any other grading takes place on site. if that proves to be impractical, a revised
plan znust be submitted and approved that addresses erosion and sediment cantral needs during.
the interim period until the pand is fully functioning.
10. Isla ~vark shall be performed ~~~ithin the existing wetlands until 4vritten approval from the t1.S.
Arrzzy Corps of Ez7gizzeers has been obtained.
1 1. A graveled canstz°uction entrance must be located at each paint of access and egress available to
construction vehicles dtn-iz7g file grading azzd canstr4zction phases of this project. Access and
egress from fhc, project site at a point tivithaut a graveled entrance will be considered a violation
oftlzis approval. Routine maintenance of the entrances is critical.
l2. The North Carolina. Sedimentation Pallutiaaa Control Act mandates a shortened time frame in
which to re-establish vegetative graundcorrer. Slopes (including cuts, fills, azzd ditch banl:sj left
exposed ~~=ill, within ?1 calendar days after caple,tian of tizzy phase of grading, he planted ar
athcnvisc provided ~~°ith graundeover sufl~cient to pez-znanently restrain erosiozz.

,~; ;;
(Excise Tax) ~ Recording time, Book and Page
i
Presenter ~~1~ ~C,CL~~et: ~
3 Total >~d Rev Int~__
Ck $ t-LCS Ck #o~, eG•7Cash $
Refund: Cash $ Finance
~ Portions of document are illegible due to condition
of original.
^ Document contains seals verified by original
instrument that cannot be reproduced or copied.
Tax Parcel No.
Prepared By: James A. MacDonald, Attorney
~~t4.~ 7 a ~, Allen, MacDonald & Davis, PLLC
1508 Military Cutoff Road, Suite 102
Wilmington, North Carolina 28403
After recording mail to: GSSC Properties, LLC
Co K~atE~.~ Ess 1508 Military Cutoff Road, Suite 302
~pp2
Wilmington, North Carolina 28403
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
62612 P0813 16 15 06.000
II I I'II (III (III I I I I III (I II I i I III II III 09 10 2007
Robert J. Robinson
Brunswick County, NC Register of Deeds page 1 of 3
WARFZANTY DEED
THIS DEED, made this _~no (h day of August, 2007, by and between, ST. JAMES SAFE
STORAGE, LLC, a North Carolina limited liability company, herein called the Grantor, and GSSC
PROPERTIES, LLC, a North Carolina limited liability company, hereinafter called the Grantee. The
designations Grantor and Grantee, as used herein, shall include said parties, their successors and assigns, and
shall include singular, plural, masculine, feminine or neuter, as required by context.
WITNESSETH:
THAT said Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has granted, bargained, sold and conveyed, and, by these presents, does hereby grant, bargain,
sell and convey, unto the said Grantee, its successors and assigns, in fee simple, all that certain lot or parcel
of land situated in New Hanover County, North Carolina, and more particularly described as follows:
BEING ALL OF THAT PROPERTY SHOWN ON EXHIBIT "A," WHICII IS
HERETO ATTACHED AND INCORPORATED BY REFERENCE.
Together with all and singular the tenements, hereditaments and appurtenances thereunto belonging,
or in anywise appertaining.

i' •
09 10 2007
82612 P0814 ., 6 15 06.000
IIII II I I II IIII illl I III~III I III III I IIIr of b[)eeds ~ P 9e 2 of 3
Brunswtc y, 9
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed by its duly
authorized manager, the day and year first above written.
ST. JAMES SAFE STORAGE, LLC,
a North Carolina limited liability company,
BY• •.~-
TH AS O. HOL SHED, Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person, personally appeared before me this day, acknowledging to me that
he voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
THOMAS O. HOLLINSHED, Manager of ST. JAMES SAFE STORAGE, LLC, a North Carolina
limited liability company, [CHECK ONE ] ^ (i) I have personal knowledge of the identity of the
principal; or ^ (ii) I have seen satisfactory evidence of the principal's identity by a current state or federal
identification, with the principal's photograph, in the form of a
~~•~~ Date:_ ~~~ G~(~ o , 2007
~_•' ~ JJ
•, .~.
w ~:, ~? P~~~ Notary Public Signature
t(bffical~Se~al ofNotary)
.~,~ Notary Public's Printed Na e
~yg
My Commission Expires:

r
B2612 P0815 16 15 06 . ©0©
II I i I II I II I II III I I i III II II I II II I II III 09 1 m 2007
Brunswick County, NC Register of bDeeds' Robinson
page 3 of 3
EXHIBIT "A"
BEGINNING at an iron pipe in the western line of Lot 29 of Morehead Farms as said Lot 29
is shown on the map recorded in Map Book U, at Page 9 of the Brunswick County Registry
said beginning point being the following courses and distances from NCGS Monument
"Mobile" havingNCGS Coordinates (X) 2264987.35 and (Y) 81620.431 and, running thence
South 74° 44' 00" East 14,026.64 feet to an iron pipe at the intersection of the center line of
Executive Park Boulevard SE (60 foot ROW) with the northern right of way line of N.C.
Highway 211 (150 foot ROW); thence South 74° 30' 39" East 547.65 feet along the northern
right of way of N.C. Highway 211 to an iron pipe at the southwest corner of Lot 29 of
Morehead Farms; thence with and along the western line of Lot 29 of Morehead Farms North
I S° 29' 21" East 577.42 feet to the point and place of beginning, running thence with the
western line of Lot 29 of Morehead Farms North 15° 29' 21"East 922.58 feet to an iron pipe
at the northwest corner of Lot 29 of Morehead Farms; thence with and along the northern line
of Lot 29 of Morehead Farms South 74° 30' 39" East 440.0 feet to an iron pipe marking the
northeast corner of Lot 29 of Morehead Farms; thence with and along the eastern line of Lot
29 of Morehead Farms South 15° 29' 21 "West 979.16 feet to an iron pipe; thence North 71 °
52' 43" West 19.98 feet to a point; thence North 23° 42' 41" West 56.22 feet to a point;
thence North 14° 31' 11" West 46.58 feet to a point; thence North 35° 13' 10" West 43.46
feet to a point; thence South 86° 22' 22" West 42.77 feet to a point; thence South 68° 33' 21"
West 44.77 feet to a point; thence North 37° 21' 13" West 59.05 feet to a point; thence South
03° 14' 10" West 41.77 feet to a point; thence South 31° 03' OS" West 62.62 feet to a point;
thence North 53° 10' 00" West 33.62 feet to a point; thence North 53° 34' 39" West 28.74
feet to a point; thence North 24° 57' 31"West 36.95 feet to a point; thence North 74° 30' 39"
West 114.24 feet to a point in the western line of Lot 29 of Morehead Farms, the same being
the begiruling point and said tract containing 9.31 acres, more or less, and being the northern
portion of Lot 29 of Morehead Farms.

09 10 2007
111111 II IIIIIIII IIIIIIIII IIIII.IIIII B2612 ?a$?~ it son 06.00,
Brunswick County, NC Register of Deeds page 1 of 3
Presenter ~ ~l~-_~c~et:~s
Total _~______ Rev - Int _~~V~~ -
Ck $ x--14 Clc #~aCash $ _
Refund; ____ Ca;h ~ ___ Finance _
^ Portions of documen(are illegi~le due to condition
of original.
^ Documen(contains seals verified by original
instrument Thal cannot f~ reproduced or copied.
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
INSTRUMENT OF COMBINATION
This INSTRUMENT OF COMBINATION, as required by the COUNTY OF BRUNSWICK
is made this the ~~~ day of August, in the year 2007. Whereas GSSC Properties, LLC f/k/a
Gulfstream Shopping Center Properties, LLC, the makers of this instrument, wish to combine two
tracts ofland into one for"purposes expressed herein only.
THAT WHEREAS, the maker of the INSTRUMENT OF COMBINATION own certain
properties, parcels, or tracts ofland in Lockwood Folly Township, all of which was duly recorded
in the Brunswick County Register of Deeds office in Book 1648, at Page 85 and Book a(~~7c~;
at Page ~,
WHEREAS, for the purpose of complying with the Brunswick County Zoning requirements
only, said maker of instrument wishes to combine the above-mentioned tracts ofland to meet the
requirements of all applicable provisions thereof.
Thereby, upon execution ofthis [NSTRUMENT OF COMBINATION, the above-mentioned
tracts of land for purposes of meeting the requirements of the County with regard to zoning
requirements only, maybe combined and hereafter may be described as follow:
SEE ATTACHED EXHIBIT "A" WHICH IS INCORPORATED BY REFERENCE AS IF
FULLY SET OUT HEREIN.
PREPgRED BY & RETUR,'V TO
ALLEN, MACDONA~p & DAMS, PLLC
1808 MILITARY GUTOFF ROAp
WILMIN~TON102
NC 28403

IIIIIIIIIIillllililllllllllllilllll B1612 P081109_,m_z007
Brunswick Count II Robert J, 16 15 06 m01
Y. NC Register of Deeds Robinson
page 2 of 3
IN WITNESS WHEREOF, this is a limited special purpose instrument for the purposes
specified above and is not a conveyance of ownership in any way, further that such combination may
be uncombined by the undersigned upon execution of an instrument of un-combination the makers
have hereunto set their hand and seal, the day and year first abo~e written for the purpose expressed.
GSSC PROPER IES, LLC, f/k/a GULFSTREAM
SHOP~NG CE TER PROP~ER~S, LLC
BY:
11~anager
STATE OF NORTH CAROLINA
COUNTY OF f;'~$~
I certify that the following person personally appeared before me this day, acknowledging
to me that he voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated: JON T. VINCENT, Manager of GSSC PROPERTIES, LLC f/k/a
GULFSTREAM SHOPPING CENTER PROPERTIES, LLC, a North Carolina limited liability
company [CH ECK ONE] ~ (I) I have personal knowledge of the identity of the principal; or ^
(ii) I have seen satisfactory evidence of the principal's identity by a current state or federal
identification, with the principal's photograph, in the form of a
Date: ~c~ ~ ~ ,.,~Uo7
Not_ Public Sig~n/ature
C)~ ~ /''IE~./ ~Qiu
(Official Seal of Notary)
Notary Public's Printed Name
My Commission Expires: S~- / u- / G
.`~1~mmm~mrfi~!
,~`. ~.~ R. P~IZg: r..,
_= ~.: ,
=:z: :~~.

82612 P0818 06-15-060001
IIII'II i II li'li III I IIIIIII I Iil II!I illy of bDeeds page 3 Hof 3
Bruns y, 9
EXHIBIT "A"
BEGINNING at an iron pipe in the eastern right of way line of Executive Park Boulevard SE
(60 foot ROW) where it is intersected by the dividing line between Lots 3 and 4 of the plat
for Southport-Oak Island Area Committee of 100 Business Park as shown on a survey by
McHenry Surveying dated March 8, 2001 and recorded in Map Cabinet 24, at Page 85 of the
Brunswick County Registry said beginning pipe being located as measured along the eastern
right of way of Executive Park Boulevard SE, North 17° 57' 25" East 1041.10 feet from the
intersection of the eastern right of way line of Executive Boulevard SE with the northern line
of N.C. Highway 211 (150.0 foot ROW); thence running with the dividing line of Lot 3 and
4 South 74° 30' 37" East 472.80 feet to the western line of Lot 29 Morehead Farms, running
thence with the western line of Lot 29 of Morehead Farms North 15° 29' 21" East 459.86 feet
to an iron pipe at the northwest corner of Lot 29 of Morehead Farms; thence with and along
the northern line of Lot 29 of Morehead Farms South 74° 30' 39" East 440.0 feet to an iron
pipe marking the northeast corner of Lot 29 of Morehead Farms; thence with and along the
eastern line of Lot 29 of Morehead Farms South 15° 29' 21"West 979.16 feet to an iron pipe;
thence North 71° 52' 43" West 19.98 feet to a point; thence North 23° 42' 41" West 56.22
feet to a point; thence North 14° 31' 11" West 46.58 feet to a point; thence North 35° 13' 10"
West 43.46 feet to a point; thence South 86° 22' 22" West 42.77 feet to a point; thence South
68° 33' 21" West 44.77 feet to a point; thence North 37° 21' 13" West 59.05 feet to a point;
thence South 03° 14' 10" West 41.77 feet to a point; thence South 31° 03' OS" West 62.62
feet to a point; thence North 53° 10' 00" West 33.62 feet to a point; thence North 53° 34' 39"
West 28.74 feet to.a point; thence North 24° 57' 31"West 36.95 feet to a point; thence North
74° 30' 39" West 114.24 feet to a point .in the western line of Lot 29 of Morehead Farms;
thence running with and along the western line of Morehead Farms North 15° 29' 21" East
270.09 feet to a point marking the southeast corner of Lot 3 as shown on the plat for the
Southport-Oak Island Area Committee of 100 Business Park as shown in Map Cabinet 24,
at Page 85 of the Brunswick County Registry, running thence with and along the dividing
line between Lots 2 and 3 of the Southport-Oak Island Area Committee of 100 Business Park
North 75° 39' 27" West 481.67 feet to an iron pipe in the eastern line of Executive Park
Boulevard SE; thence with and along the eastern line of Executive Park Boulevard SE North
17° 57' 24" East 203.78 feet to the point of beginning.