SW8110901_CURRENT PERMIT_20230201

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 110 c10 1
DOC TYPE © CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Z 0 2 3 C)2 0 i
YYYYMMDD

M STATE q
yd rwn '
ROY COOPER p
Governor C
ELIZABETH S.BISER
Secretary
DOUGLAS R.ANSEL NORTH CAROLINA
Interim Director Environmental Quality
February 111, 2023
NGP VI Wilmington NC LLC
Attn: David Kent, Manager
1650 Tysons Blvd, Suite 1500
McLean, VA 22102
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8110901
Wilmington Veterans Administration Outpatient Clinic
New Hanover County
Dear Mr. Kent:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on December 20', 2022. The Division is hereby notifying you that permit SW8110901 has
been renewed, updated, and re-issued on February ht, 2023, as attached. A copy of the current operation and
maintenance agreement is also enclosed. Please be aware that the renewal and re-issuance of this stormwater
permit does not imply that the site is currently in compliance.
This permit shall be effective until September 201h,2029 and does not supersede any other agency permit that
may be required. The project shall be subject to the conditions and limitations as specified therein. This permit
does not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with a better understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (CAI-1). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30)days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000, or visit their website at www.NCOAff.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Aisia Freeman in the Wilmington Regional
Office, at phone#[phone] or [e-mail].
Sincerely,
C1 z w t' MOO
A,-,Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C—Permitting History
Copy of the Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/af: \\\Storrnwater\Permits&Projects\201 1\110901 HD\2023 02 permit 110901
®N��� North Carolina Department of Environmental Quality I Division of Energy,Mineral and land Resources
Wilmington Regional office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
o�wmrsWeawmw�,u—N, 910.796.7215

Post Construction Stormwater Management
Permit No. SW8110901
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST- CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
NGP VI Wilmington NC LLC
Wilmington VA Outpatient Clinic
Gardner Drive and Airport Boulevard, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the provisions of
15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred to as the "stormwater rules')
as outlined in the application, approved stormwater management plans, supplement, calculations, operation
and maintenance agreement, recorded documents, specifications, and other supporting data (the "approved
plans and specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or"DEMLR"). The project shall be constructed, operated and maintained in
accordance with these approved plans and specifications. The approved plans and specifications are
incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until September 20t", 2029 and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until the
permittee files a request with the Division for a permit modification, transfer, renewal, or rescission; however,
these actions do not stay any condition. The issuance of this permit does not prohibit the Director from
reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as
allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
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. The stormwater system has been approved for the management of stormwater runoff as described on
page 2 of this permit.
3. A 50' wide vegetative buffer must be provided adjacent surface waters, measured horizontally from and
perpendicular to the normal pool of impounded structures, the top of bank of both sides of streams and
rivers and the mean high water line of tidal waters.
4. The tract will be limited to the amount of built-upon area indicated in Sections 1.2 and 1.7 of this permit,
and per approved plans. The built-upon area for the future development is limited to 0 square feet.
Page 1 of 5

Post Construction Stormwater Management
Permit No. SW8110901
5. 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.
6. The runoff from all built-upon area within the permitted drainage areas of this project must be directed
into the permitted stormwater control system.
7. The following design criteria have been provided in the wet detention ponds and must be maintained at
design condition:
Pond DA1 Pond DA2
a. Drainage Area, acres: 8.73 5.60
Onsite, ft2: 380,460 243,936
Offsite, ft2: 0 0
b. Total Impervious Surfaces, ft2: 276,262 146,745
Onsite, ft2: 276,262 146,745
Offsite, ft2: 0 0
C. Design Storm, inches: 1.5 1.5
d. Average Pond Design Depth, feet: 5.5 4.5
e. TSS removal efficiency: 90% 90%
f. Permanent Pool Elevation, FMSL: 24.0 24.0
g. Permanent Pool Surface Area, ft2: 35,854 15,224
In. Permitted Storage Volume, ft3: 33,815 18,168
i. Temporary Storage Elevation, FMSL: 25.0 25.05
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 0.348 0.223
k. Controlling Orifice: 3"0 pipe 2"0 pipe
I. Orifice flowrate, cfs: 0.128 0.060
M. Permitted Forebay Volume, ft3: 36,863 11,417
n. Fountain Horsepower 1/2 1/6
o. Receiving Stream/River Basin: Smith Creek / CPF
P. Stream Index Number: 18-74-63
q. Classification of Water Body: "C Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and operational for
its intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
3. The permittee shall, at all times, provide and perform the operation and maintenance necessary to
assure the permitted stormwater system functions at the design condition in accordance with the signed
and approved Operation and Maintenance Agreements,
4. Records of maintenance activities must be kept and made available upon request to authorized
personnel of DEMLR. The records will indicate the date, activity, name of person performing the work
and what actions were taken.
6. The facilities shall be constructed, operated and maintained in accordance with the provisions of this
permit, the approved plans and specifications, and the supporting documents attached to this permit
and on file with the Division.
7. A copy of the lease agreement that outlines the stormwater system operation and maintenance
responsibilities for NGP VI Wilmington NC LLC, must be kept with the permit and maintenance
activities records.
Page 2 of 5

Post Construction Stormwater Management
Permit No. SW8110901
8. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only
if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the shoreline.
f. The maximum horsepower for a fountain in this pond DA1 is 1/2 horsepower and pond DA2 is
1/6 horsepower.
9. No person or entity, including the permittee, shall alter any component shown in the approved plans
and specifications. Prior to the construction of any modification to the approved plans, the permittee
shall submit to the Director, and shall have received approval for modified plans, specifications, and
calculations including, but not limited to, those listed below. For changes to the project or SCM that
impact the certifications, a new or updated certification(s), as applicable, will be required and a copy
must be submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the SCM(s),
BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project and/or
property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any component of the
approved SCM(s), the stormwater collection system and/or vegetative conveyance shown on the
approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping material
to be considered a permeable surface that were not included in the approved plans and
specifications.
g. Other modifications as determined by the Director.
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 constructed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification may be required
for those deviations.
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. The stormwater management facility shall be located within a recorded drainage easement. Clear and
unhindered access to all components of the stormwater management facilities for inspection and
maintenance shall be maintained at all times.
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 3 of 5

Post Construction Stormwater Management
Permit No. SW8110901
14. It is the responsibility of the permit holder, NGP VI Wilmington NC LLC, to notify DEMLR of any
changes in ownership via the submittal of the completed and signed name/ownership change form.
However, if the lease agreement or contract between NGP VI Wilmington NC LLC and the New
Hanover County Airport Authority is dissolved, cancelled or defaults, and DEMLR is not notified by NGP
VI Wilmington NC LLC to transfer the permit, then the responsibility for permit compliance reverts to the
property owner. A complete transfer request must be submitted to the Division within 30 days as
described below, otherwise the New Hanover County Airport Authority will be operating a stormwater
treatment facility without a valid permit, which is a violation of NC General Statue 143-215.1. Failure to
transfer the permit may result in appropriate enforcement action in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C being taken against the Property Owner.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the permittee shall
take immediate corrective actions. This includes actions required by this Division and the stormwater
rules such as the construction of additional or replacement on-site stormwater systems. These
additional or replacement measures shall receive a permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION. The
permittee shall submit a completed Permit Information Update Application Form to the Division within
30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval
by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance
of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must
be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business association that
has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property on which
the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal
proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the permitted
activity is occurring or will occur,
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be
conducted by Division personnel to ensure the permit conditions have been met and that the project
and the on-site stormwater system complies with the permit conditions. Records of maintenance
activities performed to date may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this
permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
Page 4 of 5

Post Construction Stormwater Management
Permit No. SW8110901
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during
normal business hours to inspect all components of the permitted project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual
certification completed by either the permittee or their designee confirming the projects
conformance with permit conditions
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies of
modified plans and certification in writing to the Director that the changes have been made.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying
with and obtaining any other permits or approvals that are required for this development to take
place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Permit renewed, updated, and reissued this the 1s' day of February 2023.
NORTH CAROLIIN/A ENVIRONMENTAL MANAGEMENT COMMISSION
3 )7
,al,Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C-Permitting History
Wilmington Veterans Administration Outpatient Clinic
Permit No.SW8110901
Approval Permit Action BIMS Description of the Changes Modified Plan Sheets
Date Version
High Density Commercial Wet Detention Pond Project-
construction,operation and maintenance of two(2)wet
Original detention ponds in compliance with the provisions of
9/20/2011 Approval 1.0 15A NCAC 2H .1000 and Session Law 2008-21 I. The C-0-C-3.0,C-6.0-6.1
stormwater controls labeled DAI and DA2 have been
designed to handle the runoff from 276,262 square feet
and 146,745 square feet of built-upon area,respectively.
Transfer-Name Change/Ownership Change-The
3/28/2019 Major 1.1 stormwater controls labeled DA 1 and DA2 have been
Modification designed to handle the runoff from 276,262 square feet
and 146,745 square feet of built-upon area, respectively.
2/l/2023 Renewal 2.0 New expiration date: September 20th,2029
Page 1 of 1

Pennit Number.
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long, a roximately six inches.
AYH/
Form SW401-Wet Detention Basin O&M-Rev.4 SEP U 7 2011 Paee I of 4
IW:

Perot Number:
(m be pi)vided by DWQ)
Drainage Area Number.
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
Swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50"/ of with pesticide (do not spray).
the basin surface.
SEP 0 7 2011
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
tI Y.

Permit Number: :56V t
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 7 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
17 Permanent Pool Elevation 24
Sediment Removal E . 17 Pe marten Pool
Volume Sediment Removal Elevation 17 Volume
Bottom Elevatio 16 -It Min.
----------------------------- ------------- ------
Sediment Bottom Elevation 16 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 SEP U 7 2011 Page 3 of 4
BY:

Permit Number: Sev B/roCfol
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Wilmington Veterans Adminstration Outpatient Clinic
BMP drainage area number:I
Print name:Robert D. Baker, Wilmington NC VA 2011 LLC
Title:Managing Member
Address:889 E. Johnson St. Fond du Lac WI 54935
Phone:[phone]
Signature,,�� _ /
Date: 8• z s-/ I
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, Soav, ff. �,oev,r3 , a Notary Public for the State of
W I County of 1=Cv,ol dw " c- , do hereby certify that
_,V-Cbzr4- D, b%" personally appeared before me this 25
day of kcLa v. s,4- ao t I and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, L �
• • E. KOE
koTAR Y
PUBLkG
SEAL
My commission expires
RECEIVED,
Form SW40I-Wet Detention Basin O&M-Rev.4 SEP 0 7 2011 Page 4 of 4
BY:

. Permit Number:
(10 be provided by DWQ)
Drainage Area Number. 2..
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. t -a rox_imately;six inches.
Fornt SW401-Wet Detention Basin O&M-Rev.4 SEP 0 7 2011 page I Of 4
ram.

PennitNumber: �����U�
(to be provided by DWQ)
Drainage Area Number. 2—
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used,wipe it on
the 21ants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray).
the basin surface.
U 7 2011
Fonn SW401-Wet Detention Basin O&M-Rev.4 SEF Page 2 of 4

Permit Number: 5W
(to be provided by DWQ)
Drainage Area Number: l�
BMP element: Potentialproblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 8 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 8 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
17 Permanent Pool Elevation 24
Sediment Removal E .F[6 �
Pe maven Pool------------- Volume Sediment Removal Elevation 16 VolumeBottom L'leva[io Al Min.
------------ ----------
Sediment Bottom Elevation 15 1-I1 n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 SEP 0 7 2011 Page 3 of 4

Permit Number: 6 OFA ?01
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Wilmington Veterans Adminstration Outpatient Clinic
BMP drainage area number:2
Print name:Robert D. Baker, Wilmington NC VA 2011 LLC
Title:Managing Member
Address:889 E. Johnson St Fond du Lac, WI 54935
Phone:[phone]
Signature: i�/ ✓
� r
Date: t "
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, UOa ci V. a Notary Public for the State of
vi i , County of end d,c I -ac_ do hereby certify that
lob,+--t— D, �Le_t— personally appeared before me this 25
day of )-o i I , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, �7r 6 �-F_
SEAL
My commission expires I-11-t 5
Form SW401-Wet Detention Basin O&M-Rev.4 SEP 0 7 2011 Page 4 of 4

UEMLK U51m UNLY '
Date Received Fee Paid Permit Number
Lp o0 01
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 1 ]0901
2. Project name: Wilmington Veterans Administration Outpatient Clinic
3. Project street address: 1705 Gardner Drive
City: Wilmington County: New Hanover
ZIP : 28405
4. What, if any, changes have been made to the project as permitted? N/A
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energy-
m ineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: NGP VI Wilmington NC LLC
2. Signing Official's Name: David Kent
3. Signing Official's Title: Manager
4. Mailing Address: 1650 Tysons Blvd, Suite 1500
City: McLean State: VA ZIP : 22102
5. Street Address: 1650 Tysons Blvd, Suite 1500
City: McLean State: VA ZIP : 22102
6. Phone: [phone] Email: dk(a)ngpv.com
r
CEIVE
AN 2 7 2023
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11,2018

D. PERMITTEE'S CERTIFICATION
I, pk,-, ( Keh f the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built-upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownershi All information provided on this permit renewal application is, to the best of my
knowledge, correct and
Signature: Date: 7
NOTARI TION: /�
d''\\Oe M,r 1 \ �" , a Notary Public for the State of
V \Cf�1n\C1� County of �\SSC do hereby certify
that I M\4 personally appeared before me
this the }b- day of �SOAW_cu 20011_� and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) OZ�•' NOTgRy ��
PUBLIC
r REG#7644199 r
Notary Signature: o My COMMISSION:
ni1 n`1 2� •. 01/31/2024
My commission ex iresLT O d l �• ; gOF�,Q�,:
Slormwaler Permit Renewal Application Form Page 3 of 3 May 11,2018

Permit No.Jwa //0 `O/
(to be pm ded 0y DINO)
>
NC EHR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM 15
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be figad out,printed and submitted.
The Required Items Checklist(Part Ill)must be printed,filled out and submitted akvlp with all W the required information.
Ned name WiknirpWli VAOulpakent Clink
Contact person '`. - • ,Tim C6nkEdales-PE
f
Phone number 91Q791.6707
Date 6115R011 r
Drainage area number
U: DESIGNINFORMATIONF`.f'E"Jfw:sue"v`1'-"'i��?.^°is3kZ�"�s„1•a.4� ',"`v:�`.g.;<'?.` <"+9":'�`�" .�•:'Y'+x4S _ m.•�n'C�",.n.tT.r.�S.?!R.:�•aai"k::.a�';��""'_3�rai, w
She Characteristics
Drainage area 7e0.4 fl,T
Impervious area,post-development 276.262 f
%impervious 72.61 %
Design rainfall depth .0.5 in
Storage Volume: Non•SAWaters
Minimum volume required 33.496 111 OK
I
Volume provided J8,815 fl OK,volume provided is equal to or In excess of volume required.
Storage Volume: SA Wabrs _
1.5'rulalf volume ...ft
Pre-development 1-yr.24-hrrurofl
Post-0evelopment 1-Yr.24.1v muff
Minimum volume required fl
Volume provided
u
Peak Flow Calculations -,-
Is the prelpost control of the 1yr 24hr storm peak flow required? n .,!i+:;:.:(Y or N)
1-yr,24-hr rainfall depth _ in
Rational C.prede telopmend :r o(witless)
Rational C,post-development - is'';'•..i(Unitless)
Rainfall intensity.1-yr.24-hr storm i- l inthr
Pro-development 1-yr,24-hr peak flow flllsec
Post-development 1-yr,24-hr peak flow felsee
PrelPost 1-yr.24-hr peak flow control f?kw
Elevations
Temporary pool elevation ';`,25.00:hnsl
Permanent pool on(approx.
' '24.00 fiml RECEIVED
SHWT aevation(apprmt.at the perm pod deraUon) .,23.00�hful
Top d 10ft vegetated shelf elevation .24.50 Intel
Bottom of iOft vegetated shelf elevation
Sediment deanoul,top elevation(bottern of pond) 16.00'..hmsl
Sediment deanou611oOmn elevation 11,.15.00.fmd SEP 19 2011
Sediment storage provided 1.00 fl
Is Owe additional volume stored above thester"uhed temp.pool? i• '�' rY.-•;;t` DWQ
- (Y«N)
- PROD#
EWation of the top of the additional volume '+ri`Z 25.0 find OK
Form WMI-Wet Detention Basin.Rev.869117109 PW I,a II.D"Ign Summery,Page i of 2

Permit NoSW V 1 tUqf y1
(to be Amvided by DW0)
Ili:DESIGN INFORMATIONi�.� .u=: "ow^. >"e.':�#�" 'fitTr.' :z'4°-0«mc`w. ig:✓b'-`W..' s`.N'u:itt ""� •'`t�'° ',.: r.+.�'i:``.-,�tiatn'iis-l-:
Surface Areas
Area,temporary pool .'s:i•.;41,778 fe
Area REWIRED,permanent pool 17.813 f r
SAIDA ratio - ;.'4:68(uniaess)
Area PROVIDED.permanent pod,Ar.,, ,35,854,fl OK
Area,bottom of 1011 vegetated shelf,Ammer 32,500,ft2
Area,sediment dearout,lop elevation(bottom of pond),Aw.r,,,r :11,277'ft
Volumes
Volume.temporary pod ,... 's.:38,815'fls OK
Volume,Permanent pool,Vr _pw -:176,253 R
Volume,forebay(sum of forebays if move than one forebay) ''136,863.ft
Forebay%of permanent pod volume 21.7%% OK
SAIDA Table Dab
Design TSS removal s `go%
Coastal SAIDA Table Used? ;Yf..'.;(Y or N) .
MourdalnlPiedmont SAIDA Table Used? Ni-' -: :(Y or N)
SAIDA ratio 4.68(udtiess)
Average depth(used in SAIDA table): _
Calculation option l used?(Sea Figure 10-2b) N �•... �!(Y w N)
Volume,permanent pool,Vr.,n.w,e 170,253 fV
Area provided,permanent pod,Aw. jw 35,854 R
Average depth calculated - 'R Need 3flmin,
Average depth used in SAIDA,d,,.,(Rand to nearest 0.5ft) i R
Calculation option 2 used?(Sea Figure 10-2b) '..,y--"",(Y or N)
Area provided,permanent pool,Ar jw 35,854 fl
Area,bottom of tOR vegetated shelf,Ab," 32,500 fl
Area,sediment deanout,top elevation(bottom of pond),A Lp � 11,277 R2
'Depth'(distance bhv bottom of 10111 shelf and top of sediment) 7.50 it
Average depth calculated _ '5.53 ft OK
Average depth used in SAIDA.d.,(Round to nearest 0.5ft) 5.5'R OK
Drawdown Calculations
Drewdown through orifice? _ ._,` Y.. '(Y pr N) RECEIVED
Diameter of orifice(If circular) .: 3.00 in
Area of orifice iRondmulaQ �, ,,' ' 0.6
C 0( ) SEP 19 2011Coefficient of (CD)
Driving head(NJ '.• r; 9�i 0.33 ft
ow Orawdn through weir? •s:i;:'Ni 'Sl(Yor N) DWQ
Wairtype "' (unItless) PROJ#
Coefficient of discharge(C.) . : i(unitless)
Length ofweir(L) ft
Driving head(H) -. ':1:e-:,,, It
Pre-development 1-yr,244Y peak flow 7 iJe'fl Isec
Post-development l-yr,24-hr peak Row �iYo'ftslsec
Storage volume dLsdlarge rate(through discharge orifice or weir) 0.14!flslsec
days Or,draws down in 2-5 days.
Storage volume drawdown time
Additional Information _
Vegetated side slopes . 3.:1 OK
Vegetated shelfsbpe •r . '10':1 OK
Vegeteedshelfwidth is=�.'Jt.•, ,10.0.R OK
Length of Ruwpelh to width ratio 31:1 OK
Length to width ratio - :t'�.," a .'3.0:1 OK
Tre6n Wk for Ovemew&onfloe7 ::.'..Y-:.'::: (Y or N) OK
Freeboard provided :[S==•_rs",!,1.81 OK
Vegetated fitter provided? N:�R;d1I(Yor N) OK
Recorded drainage easement provided? OK
Capures all runoff at ultimate build-out? !;3'kY ..7
Drain rtlxhanisrrl for maintenance or emergencies is: Pang Oul
Form SWe01.WN DoW don Bash-Rev.8-9117a79 Parts 1.6 n.Design SWvnmy.Pepe 2 of 2

Permit No.:5w F/10 Ct C-1/
(h,ba provided by DWQ)
oFVvAr f;9
JA
Aga
WDENK. STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be rifled out,pikifed end submitted.
The Required Items Checklist(Pad 111)must be printed,filled out and submuffed a"will)all Of the required inbinallori.
Project name .Wdo1dngbANi;LxupaoemQinice 7
Contact person
Phone number 9107791-6707',
Date
Drainage area number 2lp
Site Characteristics
Drainage area 243,036 fl?
Impervious area,post-development 146,745 f?
%impervious 60.16%
Design rainfall depth
Storage Volume: Non-SA Waters
Minknum volume required OK
Volume provided
18 039,ft'
1 OK,volurne provided is equal to or In excess of volume required.
Storage Volume: SAWaters
1.5'runoff volume ;R,
Pf"evelopment 1-yr,24-hr runoff fe
Post-developmert 1-yr,24-hrrunoff iff,
Minlaw volume required ft
Volume prinrWed r. fi?
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak low required? -'(Y or N)
I-yr,24-1r rainfall depth
Rational C.pro-development (unidess)
Rational C.post-developmert ;(Unwess)
Rainfall Intensity:i-r,24-hr storm
Pre-development 1-yr,24-hr peak flow flelse;
Post-daveltipment 1-yr,244ir peak flow R31sec
PrerPost 1-yr.24-hr peak Ow=did felseo RECEIVED
Elevations
Temporary peel elevation 7 25.05 final
Permanent pool elevation 0 24.00 host
SHWr elevation(approx.at the perm.pool elevation) ",23.00 final SEP 19 2011
Top of 1 OR vegetated shelf elevation .-24.50 fod
Bottom 1011vegetated shelf elevation 23.50 final DWQ
Seffirivant cleanout,by elevation(bottom of pond) 1 17.DO Ims! PROD#
Sediment cleanout,bottom elevation 5 16.00ifund
Sediment storage Provided 1.004
Is them addakird volume stored above the state-required temp.pool? Y; ri,(Y or N)
Elevation of ft top of the addifional volume Vs! 1 final OK
Form SW401-WM Detention Sasln-PevA-9111W P"I.a 11.Desian Swwnary,Per 1 of 2

Permit No. JW ;F/to L 0 I
(m ee Provided eY0VVQ)
N[,,DESIGNINFORMATIONV's-,z+ - "i,. .>.hi1F �'.'> .�a-"-°s, l -n".' t ` �,. `°":i'�'� ;?': =si: �' w'-^;:rs 5, "•3 'v, '>FnTaz
Surface Areas
Area.temporary pod
Area REQUIRED,permanent pod 11,709 W
SAIDA ratio - 4.80(unitless)
Area PROVIDED,permanent pod,Ate_" 15,224,f? OK
Area,boftorn of 1011 vegetated shelf,A,." ,13,110 fl
Area,sediment dears d,top elevation(bottom of pond).Aeayme .{)..`:' 2,682 0`
Volumes
Volume,temporary pod 18,639 ft OK
Volume,pememenl pool,V,se,y o 51,992,fe
Volume.forehay(sun of forebays if more than one forebay) ..11;417 fte
Forebay%of Permanent pod volume 22.0%% OK
SAIDA Table Data
Design TSS removal 90.%
Coastal SAIDA Table Used? ' . Y (Y or N)
Mo dijoiPiedmorll SAIDA Table Used? W' _ (Y or N)
SAIDA retlo 4.80(uni less)
Average depth(used in SAIDA table): _
Calalabon option 1 used?(See Figure 10.2b) -N ,:,,'(Y or N)
Volume,permanent pod,Va,,,,,pw 51,992 It'
Area Provided,permanent pod,A..w 15,224 W
Average depth calculated _ fl Need 3 ft min.
Average depth used in SAIDA,dam,(Round to nearest 0.511) _ ft
Caku lation option 2 used?(See Figure 10-2b) ' Y:,. "'(Y or N)
Area provided,permanent pool,A._. 15,224 li
Area,bottom of 10ft vegetated shelf,Ab L„a 13,110 ff
Area,sed'uoem danoul,lop elevation(bottom of Pond).Aw_P„e 2,682 1?
'Depth'(distance bAv bottom of 1011 shelf and top of sediment) 6.50 If
Average depth calculated 4.38 It OK
Average depth used'In SAIDA.d,..(Round to nearest 0.511) 4.5;fl OK
osin
Calc
Draw mete of
RECEIVED
Draadown through orifice? Y ` (Y or N)
Diameter of orifice(if cirodar) i 2.00 in
Area of orifice(if-noniarcdar)
Coefficient of discharge(CO) (unNess)
Driving head(NJ �: :`?: ..�.0.35e SEP 19 2011
Drawdown through weiR t t-;W..71'i+1(Yor N)
Weir 7De i:!(udtless) DVVQ
Coefficient of discharge(C.) ''t(udtless) PROJ#
Length of weir(L)
Driving head(H) "`- i1B
Pre-development l-yr,24-hrpakllow
Post-developmerd 1-yr,24-hr peak Bow `�',: NEi..fl Isec
Storage volume discharge rate(through discharge orifice or weir) <-0,1)6;elm
'. 3 OK,drawn down in 25 days.
Storage volume dmwdown time m,
Additional Information
Vegetated side slopes t '3:1 OK
Vegetated shelf slope 10':1 OK
Vegetated shelf width t'.��.._�"..A10.0-a OK
Length of flawpath to width ratio �1:1 OK
Length to width MW r 10.:1 OK
Trash rack for ovemow a orifice? Y m:;(Y m N) OK
Freeboard provided I,;;;.:T:,z;'.-i,1'.B!ft OK
Vegetated filter provided? �:'>4i�E<N,->'t4,: i?(Y a N) OK
Recorded drainage easement Provided? _4J,i4%Y i,'_�.^,l(Y or N) OK
Capures all nnoft at NWnate buildoul? gL Yell ;i(Y o_r N) OK
Drain In Khamsm for maintenance or emergencies is: Pump ON £�'�;t ' i-.:.x.,e:)I.�a t+�f `i.'f SE3�3t y:.r r '?# •v' r✓a '.a, .
Farm SW401-Wet Detention 9a.Rev.9.9I17109 Paris I,a II.Design Summary,Pane 2 of 2

u 09-20-'11 13:03 FROM-DENR Wilmington 910-350-2004 T-874 P00081WO09 F-225
State Stormwater Management Systems
Permit No. SW8 110901
Wilmington VA Outpatient Clinic
Stormwater Permit No. SW8 110901
New Hanover Countv
Designer's Certification
st
I, '� � -") , in the State
of North Carolina, having been authorized to obsery (periodically/ eekly/full time) the
construction of the project,
V,Inr�� 4M VA y/.¢1,,/,� f-
(Project)
for a'lMI^)An a V4- (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
CARO��.,w
O yr,7
5 AZ ; y`_
=S 1aL 02Fz
347 J r
u (�
Signature
Registration Number �i�L¢ `""•LLII,II,.I.. °"
Date
Page 7 of 8

09-20-'ll 13:03 FROl1-IIEIIR Wilmington 910-350-2004 T-874 P0009/0009 F-225
State Stormwater Management Systems
Permit No, SW8 110901
Certification Requirements:
�1. The drainage area to the system contains approximately the permitted
acreage.
L/'�'2. The drainage area to the system contains no more than the permitted amount
of built-upon area.
-"3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
__�/4. All roof drains are located such that the runoff is directed into the system.
�5. The outlet stricture elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
//7. Trash rack is provided on the outlet structure.
✓ 8. All slopes are grassed with permanent vegetation.
v/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.
�jt. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
'/ 14. All required parts of the system are provjded, such a a vegetated hell, an�}� r�
forebayr .d•4 pr�7,� k-e-ee .fF 11w yw sr6/s�G
-A
�15. The required system dimensions are provided per the approved plans.
. 6. All components of the Stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 8 of 8