SW8050840_HISTORICAL FILE_20160405

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0508 �Fo
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20k1D 0LA 05
YYYYMMDD

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
April 5, 2016
Mr. Louis Cox, President
Holt Real Estate Enterprises, Inc.
PO Box 53157
Fayetteville, NC 28305
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
secretory
TRACY DAVIS
Subject: Permit Extension, Correction, Modification and Name/Ownership Change
State Stormwater Management Permit No. SW8 050840
Holt Oil C-Store
High Density Wet Detention Pond Project
Brunswick County
Dear Mr. Cox:
Director
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that any updated pages or addendums to the permit will now reference DEMLR as
the Division responsible for issuance of the permit. Additionally, the Department of Environment and
Natural Resources (DENR) has been renamed the Department of Environmental Quality (DEQ).
Permit Extension:
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any development
approval issued by the Division of Energy, Mineral and Land Resources under Article 21 of Chapter 143
of the General Statutes, which is current and valid at any point between January 1, 2008, and December
31, 2010. The law extends the effective period of any stormwater permit that was set to expire during this
time frame up to three (3) years from its current expiration date. On August 2, 2010, the Governor signed
Session Law 2010-177, which granted an extra year for an extension of up to four (4) years.
This permit shall be.effective from the date of issuance until September 28, 2019, which includes the
extensions, and shall be subject to the conditions and limitations as specified therein. Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMP,
recordation of deed restrictions, certification of the BMP's, procedures for changing ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation
and maintenance of the stormwater management system, to record deed restrictions, to certify the BMP,
to transfer the permit, or to renew the permit, will result in future compliance problems.
Permit Corrections:
1. Data in Previous Permit: The September 28, 2005 permit was designed for the I Oyr storm'
required by the county as well as the 1.0" storm required by the State. The pond calculations
have been re -run at 1.5" per the current regulations and the permit has been updated to reflect the
appropriate data. See Section I (6).
2. Permanent Pool Elevation: The 2005 supplement had a typo in the permanent pool elevation. It
was shown to be 29.17msl (the centerline of the drawdown pipe) as opposed to 29.00msl (the
invert of the pipe). This has been corrected. See Section I (6).
3. Permanent Pool Area: The 2005 supplement had a typo in the permanent pool area. It was
shown to be 13,310sf, but it should have showed 13,510sf. This has been corrected. See Section
1(6).
State of North Carolina I Enviromnental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmmgtun, NC 29405

State Stormwater Management Systems
Permit No SWB 050840
4. Permanent Pool Volume and Fountains: The permanent pool volume has been re -calculated and
determined to be 25,480cf. This is below the 30,000cf threshold where fountains are permitted,
and so that option has been removed from the permit. See Section II (5).
5. Temporary Pool Volume (Permitted Storage Volume): As a result of the permanent pool
elevation and area typos, the temporary pool volume was incorrectly determined to be 14,910cf.
It has been corrected to be 13,326cf. See Section I (6).
6. Clarifications:
a. PE Certification: The pond was certified on July 14, 2006. For clarification, the current
modification is not proposing any changes to the currently -installed pond. It is a
mathematical modification to allow more treatment credit for the pond as it is currently
installed. The pond will not have -to be re -certified following the modification. See "
Section II (7).
b. Depth and 6:1 Vegetated Shelf. The pond was permitted in 2005 with a depth of 3.0ft.
This was a maximum depth as opposed to the average depth calculation method required
today. The 3.Oft depth has been re -permitted because the pond did not have to increase in
size to accommodate the additional impervious area that it is now claiming credit for.
Similarly, the 6:1 shelf has been re -permitted. See Section I (6) and the permitted plans.
Permit Modification:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Hold Oil C-Store on March 23, 2016. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding modified Permit No. SW8 050840
dated April 5, 2016, for the construction, operation and maintenance of the BMP's and built -upon areas
associated with the subject project. The permit modification has been issued effective April 4, 2016.
Impervious Area: The 2006 permit approved 47,410sf of impervious area. Following corrected
re -calculations, the pond is now permitted for 108,824sf of impervious area.
2. Orifice: The drawdown orifice has increased from 1.0msl to 1.5msl
3. Plan Set: The plan set dated April 4, 2016 replaces all plan sheets previously permitted.
Name/Ownership Change:
On March 23, 2016, the DEMLR received a permit Name/Ownership Change Form from Holt Oil
Company, Inc for the subject project. This application was logged in on April 5, 2016, following the
permit modification on April 4, 2016. A file review and site inspection was performed on March 11,
2016 by DEMLR staff and the site is currently in compliance with the terms and conditions of the current
state stormwater permit. By acknowledging receipt of the permit, and by signing the Name/Ownership
Transfer form, you have accepted the responsibility for complying with the terms and conditions outlined
in this permit. The Division is hereby notifying you that permit SW8 050840 has been transferred on
April 5, 2016 and to remind you that this permit shall be effective until September 28, 2019, which
includes the extensions previously discussed. For your records, please find enclosed a copy of the
Name/Ownership Change form.
Page 2 of 3

State Stormwater Management Systems
Permit No. SW8 050840
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Kelly
Johnson in the Wilmington Regional Office, at [phone].
,'-Tracy Davrs, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ kpi: \\\Stormwater\Permits & Projects\2005\050840 HD\2016 04 permit 050840
enc: Name/Ownership Change Form
Permit Modification Application .
cc: Luke Menius, PE, Stroud Engineering
Inspector, Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Page 3 of 3

State Stormwater Management Systems
Permit No. SW8 050840
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Holt Real Estate Enterprises, Inc.
Holt Oil C-Store
2675 Maco Road NE, Leland, 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 "stormwa ter rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources and considered at part of this permit.
This permit shall be effective from the date of issuance until September 28, 2019, 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 of this permit. The stormwater control has been
designed to handle the runoff from 108,824 square feet of impervious area. This
includes 53,824 square feet of proposed impervious, and 55,000 square feet of
future impervious.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no built -upon area allotment for
future development.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 050840
Am
The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions:
a. Drainage Area, acres:
Onsite, ftz:
Offsite, ftz:
b. Total Impervious Surfaces, ftz:
Onsite, ft2:
Offsite, ftz:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ftz:
h. Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
3.65
158,994
None
108,824
108,824
None
1.5
3.0
90%
29.00
13,510
13,236
29.9
1.5" 0 pipe
5,465
UT to Hood Creek / Cape Fear
18-66
"C; Sw"
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 the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 050840
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.
5. Decorative spray fountains will not be allowed in the stormwater treatment
system because the permanent pool volume is below 30,000 cubic feet.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations. This system was certified on
July 14, 2006. No physical changes are required for the pond under the April 4,
2016 modification, and so the existing certification is still valid. If the pond is
modified in the future such that physical changes are required, it will have to be
re -certified.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities 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 to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
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
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 050840
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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Energy, Mineral and
Land Resources, 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 permit conditions until such time as the Division approves the transfer
request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
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 DEQ 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 for 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 any name, ownership or mailing address
changes within 30 days.
10. If the use of permeable pavement is desired, this permit must be modified to add
the permeable pavement conditions.
11. The permittee shall submit a permit renewal application request at least 180
days prior to the expiration date of this permit. The renewal request must include
the applicable documentation and the processing fee.
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 050840
Permit extended, corrected, modified, transferred and re -issued
this the 5'h day of April 2016
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 050840

/t
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
Stormwater Management Permit Number: Sw8 050840
2. Project Name:
HOLT OIL C-STORE
3. Current Permit Holder's Company Name/Organization:
4. Signing Official's Name:
5. Mailing Address:
LOUIS COX
PO BOX 53157
HOLT OIL COMPANY, INC.
Title: PRESIDENT
City: FAYETTEVILLE State: NC Zip
6. Phone: ( 910 ) 483-5137
Fax: ( )
28305
CEI
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFOR TI,O�J P 3 2016
V
This request is for: (please check all that apply) o I Y
BY.
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
x❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization:
2. Proposed permittee's signing official's name: LOUIS COX
3. Proposed permittee's title:
PRESIDENT
4. Mailing Address: PO BOX 53157
City: FAYETTEVILLE
Phone:( ) 483-5137
5. New Project Name to be placed on permit:
State: NC Zip:
Fax: ( )
28305
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain, stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
® The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev24Sept2012 Page 1 of 4

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
Check here if the current permittee is onlv chanoing bis/hedits name, the project name, or mailing
address, but will retain the permit. I, _ c4, — , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
X Check here if current permittee is transferring the property to a new owner and will not retain
ownership,-
wnership of the permi
I, ��®L_iS ` the current permittee, am submitting this application
for a transfer of ownership for permit #-s'w 0508 V.
. I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit. /
Signature: r-�� �` Date: .::tr �0!!
a Notary Public for the State of
* C. / , runty of 0- ,. e�o c,_4 , do hereby certify that
L o 1, personally appeared before me this the
14a day of aC,,C`A 20—Ul-., and acknowledge the due execution of the
forgoing
giinstrument. Witness my hand and official seal,
Nott re
ECEIVE
MAR 13 2016
By:
(Notary Seal)

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, „l t%5 Co< , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
H�the most recent permit
the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
athe DWQ approved plans and/or approved as -built plans
athe approved operation and maintenance agreement
Ea past maintenance records from the previous permittee (where required)
l.ZDWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this ap lication package will be returned as incomplete.
3
Signature: GQCua1 Date: 12211Zo/G
a Notary Public for the State of
Of / , CC].mty of Ot UMVIaa &. , do hereby certify that
Lp1.'1sCj&>,C personally appeared before me this the
c� day of DL\nuc �N 20�, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal)
ary ignatu
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
ECEIVE
MAR 2 3 2016
BY:

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization: _
Title within the Organization:
Street Address:
City:
Mailing Address:
City:
Phone:
Email:
State:
(if different from street address)
State:
Fax:
Zip:
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections 11 and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature of the property owner
Date:
a Notary Public for the State of
, County of , do hereby certify that
personally appeared before me this the
day of 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
SSW N/O Change Rev24Sept2012 Page 4 of 4

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
` t
5ca 53W
1 AW3503
Applicable Rul Coastal SW -1995 ❑ Coastal SW
- 2008 Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters
❑ Universal Storm water Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Holt Oil C-Store
2 Location of Project (street address):
Road NE
City: Leland County: Brunswick Zip: 28451
3. Directions to project (from nearest major intersection):
From westbound US 74, turn left on Mace Road (NC 87). Project is on the right.
4. Latitude: 34' 17' 09" N Longitude: 78' 08' 21" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRene vals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 050840 , its issue date (if known) 9/28/2005 , and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Ye ��C ���
If yes, see S.L. 2012-200, Part VI, http://12ortal.ncdenr.org/web/Ir/rutes-and-regulations G
MAR 2 3 2016
BY:
Form SWU-101 Version Oct. 31, 2013 Page 1 of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proiect):
Applicant/Organization: Holt Oil Company, Inc
Signing Official & Title: Louis Cox, President
b. Contact information for person listed in item la above:
Street Address: 1709 Clinton Road
City: Fayetteville State NC Zip 28305
Mailing Address (if applicable): PO Box 53157
City: Fayetteville State: NC Zip: 28305
Phone: ( 910 ) 483-5137 Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b bel lv.)
2. a. Print Property Owner's name and title below, if you are the lease: ;' purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
L
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable): _ `.
City:
Phone: ( ) Fax: ( )
Email:
r: -
3. a. (Optional) Print the name and title of an, tier contact such as the projects construction supervisor or other
person who can answer questions abor, me project:
Other Contact Person/Organization•.:
Signing Official & Title:
b. Contact information for person Ii I in item 3a above:
Mailing Address: , ,
City: State
Phone: ( ) - Fax:
-GEN
4. Local jurisdiction for building permits:
Point of Contact: City Hall Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

iV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will flow from BUA through a swale to a wet detention pond.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
® Other: SW8 050840 Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
® Coastal SW - 1995 ❑ Ph Il - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 3.65 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:3.65 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded strictures, the area
between the banks of streams and rivers, the area below the Nornml High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 68.5 %
9. How many drainage areas does the project have? 1 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina e Area _
Draina e A_rea _
Draina e Area _
D_rama e-Area _
Receiving Stream Name
Hood Creek UT
Stream Class *
C;Sw
Stream Index Number *
18-66
Total Drainage Area (so
158,994
On -site Drainage Area (so
158,994
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
108,824
% Impervious Area** total
65.3
Impervious** Surface Area
Drains e Area
Draina e Area _
Draina e Area _
Draina e Area _
On -site Buildings/Lots (so
7,744
On -site Streets (so
0
On -site Parking (so
42,664
On -site Sidewalks (so
3,416
Other on -site (so
0
cyVER
Future (so
55,000
Off -site (so
0
A
L 10
Existing BUA*** (so
0
Total (so:
108,824
B
Stream Class and Index Number can be determined at: http.&ortal.ncdenr.or oeb/wq[ps/csu/classifications
Impervious area is defined as the built upon area including, but not baited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that annount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and whuh will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of

11. How was the off -site impervious area listed above determined? Provide documentation.
Proieets in Union Countv: Contact DEMLR Central ice staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per I5A NCAC 0213.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httD://Dortal.ncdeilr.org/web/wo/ws/su/bmD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athn://12ortal.ncdenr.org/web/wq/ws/su/mal2 .)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms _does.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestolexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the L
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map. L
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MI-IW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal �-+� �\ O�
i. Dimensioned property/project boundary with bearings & distances, a r if
j. Site Layout with all BUA identified and dimensioned. {��R 2 3 2��6
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
L Details of roads, drainage features, collection systems, and stormwater control m ures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page-4 of 6

p. Vegetated buffers (where required). I
9 Copy of any applicable soils report with the associated SHWT elevations (Please identify l^
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. hlclude an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3422 Page No 1039 T
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC l
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1 a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from httl2://12ortal.ncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: David L. Menius, P.E.
Consulting Firm: Stroud Engineering, P.A.
Mailing Address: 102-1)Cinema Drive
City: Wilmingon State: NC 'Zip: 28403
Phone: ( 910 ) 815-0775 Fax: ( )
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Can tact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) nn certify that
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item 1a) no with (print or hjpe name of organization tasted in
Contact Information, item la) nn to develop the project as currently proposed. A copy of
the lease agreement or pending properly sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
'ECEI V G
MAR 2 3 2016
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of I County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Louis Cox
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-I.1000 and any other applicable state storm/water requirements.
Signature: rrA( � r AZ
I, - y/�/'� a Notar� 'Puublic for the
State of , V l� County of
eLt��'t/XYI�Cq�'I dio hereby certify that �`�/ 5- W personally appeared
before me this L( day of and acknowled the due exepqtion of the application for
my a stormwater permit. Witne hand aofficial seal,
,"u u n r rp1�
\SHA " NQTARy 0
MY Comm. Fxnirea
i AugLs110 2020
U�
�.�Nua�lcz:
SEAL
My commission expires L41 S— M
V
BY JAN 2 12013
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

r

X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Louis Cox
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15 NCAC 2H .1000 and any other applicable state storm2wa er requirements.
Signature: �u ` Date: -
I, -10I- (kJCuP,e Li-I'a Notary Public for the State of `/ I D� f� ��mQ, County of
P d NQ a1N f ✓ do hereby certify that L D A � 5 CDC personally appeared
before me this c2 day of M6L(c26167 and ack owI e the due execution of d1e application for
a stormwater permit. Witness my hand and official seal,
JOSEPH MARCUCILI}I
Notary Public Ilk
New Hanover Co., North Carol na
y Commission Expires June 7, 017
SEAL
My commission expires J"Yq _ ! 'Zo1
MAR 2 � 2016
Form SWU-101 Version Oct. 31, 2013 Page 7 of 7

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Thursday, March 24, 2016 1:20 PM
To:
'Luke Menius'
Subject:
RE: SW8 050840
Luke,
I will put this with the file, and go back through it when it is all together. That was a lot to go through and I don't
remember all the details.
Thanks,
KJ
From: Luke Menius[mailto:[e-mail]
Sent: Wednesday, March 23, 201610:36 AM
To: Johnson, Kelly <[e-mail]>
Subject: RE: SW8 050840
One other thing, I have looked over the plans, application, and supporting documents that I submitted and can't find
anything that reports the existing or proposed permanent pool depth being reduced to 2.9' per your comment in 2.e.ii.
The only discrepancies I came up with were:
• 1 reported a reduction in the temporary pool depth from the originally planned/certified depth of 1.00' to
0.90'. This is based on my own field measurements back in January between the invert of the 4" PVC state
drawdown pipe and the bottom of the slot. In reality, the pond was staged up a little when I was there and
between feeling around in the water with the tape measure for the PVC invert and trying not to fall in the water,
I got a few measurements between 0.9' and 1.0'. 1 took the most conservative measurement to be on the safe
side.
I reported the RCP outfall pipe invert of 28.85 instead of the 29.00 that was reported on the original
plans. Again, this is based on my own field measurements back in January and could be subject to some
error. I'm content the invert is about 0.1' lower than the 29.00 PVC invert. Either way, this has no bearing on
the permanent pool elevation, which is controlled by the invert of the 4" PVC state drawdown.
I did find an error on the outlet structure detail on the plans I submitted in January. The bottom of slot was
reported as 30.00 and the top of box was reported as 29.90. The elevations reported in the pond profile were
correct and I have fixed the outfall detail. Again, this error would not have yielded a 2.9' deep permanent pool.
I've attached the January submittal if you'd like to refer to the PDFs instead of pulling the file. Please feel free to give
me a call to discuss if I am missing something.
David L. Menius, P.E.
Stroud Engineering, P.A.
102-D Cinema Drive
Wilmington, NC 28403
[phone] ext 225
[e-mail]

From: Johnson, Kelly [mailto:kelly.p.johnsonCabncdenr.00v]
Sent: Tuesday, March 22, 2016 12:46 PM
To: Luke Menius
Subject: RE: SW8 050840
I didn't even notice that when I went through it. 1 suppose that technically he has to sign on behalf of the appropriate
entity on each of the forms, even though he is personally the representative of both companies.
K1
From: Luke Menius [mailto:[e-mail]]
Sent: Tuesday, March 22, 2016 11:12 AM
To: Johnson, Kelly <[e-mail]>
Subject: SW8 050840
I'm sending the ownership transfer form to Louis Cox to sign. The application and 0&M form were submitted with the
currently permittee's (Holt Oil) information. Do I need to get him to re sign these on behalf of the proposed permittee
(Holt Real Estate)? I want to make sure I get everything you need in one Fed Ex envelope.
David L. Menius, P.E.
Stroud Engineering, P.A.
102-1) Cinema Drive
Wilmington, NC 28403
[phone] ext 225
[e-mail]

7
STROUD ENGINEERING; P.A.
102-D Cinema Drive
Wilmington, NC 28403
[phone]
TO 1' C P Ar \
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑ _
112vulan O17
GATE 3 23 '^ / `
i�' b
JOB NO.
ATTENTI N
l`✓�1
RE:,n S�� 9n
❑ Samples
the following Items:
❑ Specifications
COPIES
DATE
NO
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED
If enclosures are not as noted, kindly notify us at once.

} `�1��`.t�,,�.
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STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
March 23, 2016
NCDEQ
Attn: Kelly Johnson
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Holt Oil C-Store
SW8 050840
Kelly:
ECEIVE
FEAR 13 2016
BY:_
Please find the attached application, plans, and supporting documents per your comments in the
letter dated 3/15/2016. I have attempted to address your concerns as follows:
v< A completed ownership change form is attached along with updated application and
supporting documents that report the current property owner.
NZa However most aspects of the project remain unchanged, my preference is to replace the
plans in your file to avoid any confusion. Please let me know if this creates unforeseen
problems.
k2'6. I've added a note that no wetlands exist onsite.
✓L.c. The overall drainage area was taken to be the 3.65 acre parcel. This should have been on
the original plan. I have noted it on this plan. Presently, there are some unpaved areas
along the US 74/76 R/W in the northeast comer of the site that do not drain towards the
pond. I don't have any idea what 55,000 sf of additional BUA might look like except
that it would be within the reported 3.65 acre drainage area and would have to be directed
to the pond. I have added a note to this effect and also noted that a NCDEQ plan
modification would be required.
v- d. I have added existing and proposed spot elevations around the new parking area and
along the drive isle. The new spaces will drain to the drive isle, which drains around the
southwest corner of the building towards the flume.
V2 ee The elevations you summarize are correct. The pond bottom and permanent pool
07 comVp&r-Nrwill be 26.00 and 29.00, respectively. This yields a pond depth i21 a.0V The
7A TWO
saluelrage depth policy started aroun&-Z(&�w giftlieve the sediment storagasequw¢raent
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

appeared along with the average depth guidance that appeared in the BMP manual in
2008.
There is no proposed reduction in the permanent pool depth. I have looked over the
plans, application, and supporting documents and can't find anything that reports an
existing or proposed permanent pool depth of 2.9'. The temporary pool depth has been
reduced from 1.0' to 0.9' based on my field measurements.
vKa. The original pond was designed for the DENR 1.0" storm in addition to the 10 year storm
required by the county. The existing and proposed BUA has been recalculated using the
current 1.5" storm.
v3'.b. I concur.
Vic. I concur.
vS.d. I concur and there is no objection to prohibiting fountains.
✓S.e. I concur.
Thank you for your attention to this matter. Please do not hesitate to contact me with any
questions or concerns that arise as you are reviewing this project.
Respectfully,
David L. Menius, P.L.
Stroud Engineering, PA

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Tuesday, March 22, 2016 12:46 PM
To:
'Luke Menius'
Subject:
RE: SW8 050840
I didn't even notice that when I went through it. I suppose that technically he has to sign on behalf of the appropriate
entity on each of the forms, even though he is personally the representative of both companies.
201
From: Luke Menius[mailto:[e-mail]]
Sent: Tuesday, March 22, 2016 11:12 AM
To: Johnson, Kelly <[e-mail]>
Subject: SW8 050840
I'm sending the ownership transfer form to Louis Cox to sign. The application and O&M form were submitted with the
currently permittee's (Holt Oil) information. Do I need to get him to re sign these on behalf of the proposed permittee
(Holt Real Estate)? I want to make sure I get everything you need in one FedEx envelope.
David L. Menius, P.E.
Stroud Engineering, P.A.
102-0 Cinema Drive
Wilmington, NC 28403
[phone] east 225
[e-mail]

PAT MCCRORY
Gommor
DONALD R. VAN DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
March 15, 2016
Mr. Louis Cox, President
Holt Oil Company, Inc.
PO Box 53157
Fayetteville, NC 28305
Subject: Notice of Inspection & Request for Additional Information
State Stormwater Application No. SW8 050840
Holt Oil C-Store
Brunswick County
Dear Mr. Cox:
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Holt Oil C-Store on January 21, 2016.
Notice of Inspection:
On March 11, 2016, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) inspected the project, located at 2675 Maco Road NE in Leland to determine the
status of compliance with the State Stormwater Management Permit Number SW8 050840 issued on
September 28, 2005. DEMLR file review and site inspection revealed that the site is in compliance with
the terms and conditions of this permit. Please find a copy of the completed form entitled "Compliance
Inspection Report" attached to this letter, which summarizes the findings of the recent inspection.
Request for Additional Information:
A preliminary in-depth review of that information has determined that the application is not complete.
The following information is needed to continue the stormwater review:
Permit Transfer: The current permit was issued on September 28, 2005 to Holt Oil Company,
Inc. The deed submitted (B3422/P1039, June 25, 2013) shows that the property is now owned by
Holt Real Estate Enterprises, Inc. You are the President of both companies, but permit ownership
has to formally transfer to Holt Real Estate Enterprises, Inc. Please submit a Name/Ownership
Change Form. This form is available on our website, http://deq.ne.gov/about/divisions/energy-
mineral-land-resources/energy-mineral-land-permits/stormwater-permits/forms. Please note that
an original signature is needed as opposed to a copy. There is no fee for the permit transfer
because this will be the first one. Since the site is in compliance, this is a formality but it is
required by law.
2. Plans
a. Complete Set: Please clarify which sheets from 2005 (if any) will be part of the approved
set.
b. Wetlands [per 15A NCAC 02H.1003(g)(5)): The 2005 plan did not indicate whether or
not wetlands were on the property as was required by regulations in place at the time.
There will now be 55,000sf of future impervious area. Please either delineate wetlands on
the plan or include a note that none exist so that it will be clear for future modifications or
revisions to this permit where the future impervious can be built.
State of Nortb Carolina I Enwonmental Quality I Energy, Mineral and Land Resources
127 Cardinal Ddve Extension I Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 F I him ditartal.ncdenr ornJwebAr/

March 15, 2016
Stormwater Application No. SW8 050840
c. Drainage Area [per 15A NCAC 02H. I 003(g)(5) and 02H. I 005(d)]: The 2005 plan did
not show the drainage area to the pond as was required by regulations in place at the time.
There will now be 55,000sf of future impervious area. Please show the drainage area on
the plans so that it will be clear for future modifications or revisions to this permit where
the future impervious can be built.
d. Topography [per 15A NCAC 02H.1003(g)(4)]: Please provide spot elevations along the
perimeter of the property supporting the drainage area. For instance, the new parking
spaces appear to flow from 35ms1 towards the 34ms] elevation in the direction of Maco
Road as opposed to towards the pond.
e. Data: Please clarify the proposed temporary pool elevation and associated pond depth. I
have summarized the data below:
i. 2005 Plans: The permanent pool elevation was incorrectly reported as the middle
of the drawdown pipe as opposed to the invert of the drawdown pipe. Also, the
bottom of the pond is shown on the plans to be at 26.Omsl. (It does not appear
that sediment storage was required in the 2005 pond.)
1. Permanent Pool Elevation (plans): 29.17msl
2. Permanent Pool Elevation (being corrected): 29.00msl
3. Temporary Pool Elevation: 30.00msl
4. Depth: 3.011
5. Bottom of Forebay & Main Pond: 26.Omsl
ii. Proposed Plans: The proposal appears to show a decrease in the pond depth.
This is slightly below the 3.0ft minimum required by 15A NCAC 2H .I008(e)(3),
and also below the level in the PE Certification.
1. Permanent Pool Elevation (plans): 29.00msl
2. Temporary Pool Elevation: 29.9ms1 �11W
3. Depth (plans): 2.9ftC�
4. Depth (calculations): 3.Oft 46-
5. Bottom of Forebay & Main Pond: 26.Omsl
3. Corrections: Please verify that the following summarizes the necessary permit corrections:
,/d Data in Previous Permit: The September 28, 2005 permit was designed for the 1 Oyr
storm required by the county rather than 1.0" storm required by the State. The pond
calculations have been re -run at 1.5" per the current regulations and the permit has been
updated to reflect the appropriate data. See Section 1 (6).
b. Permanent Pool Elevation: The 2005 supplement had a typo in the permanent pool
elevation. It was shown to be 29.17msl (the centerline of the drawdown pipe) as opposed
to 29.00msl (the invert of the pipe). This has been corrected. See Section I (6).
c. Permanent Pool Area: The 2005 supplement had a typo in the permanent pool area. It
was shown to be 13,31 Osf, but it should have showed 13,51 Osf. This has been corrected.
See Section 1 (6).
Page 2 of 3

March 15, 2016
Stormwater Application No. SW8 050840
d. Permanent Pool Volume and Fountains: The permanent pool volume has been re-
calculated and determined to be 25,480cf. This is below the 30,OOOcf threshold where
fountains are permitted, and so that option has been removed from the permit. See
Section II (5). '
e. Temporary Pool Volume (Permitted Storage Volume): As a result of the permanent pool
elevation and area typos, the temporary pool volume was incorrectly determined to be
14,910cf. It has been corrected to be 13,326cf. See Section 1(6).
Please remember that a change to one number may have a domino effect on other numbers. Please check
all plans, calculations and forms to ensure that the numbers are consistent throughout.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to April 15, 2016, or the application will be
returned as incomplete. The return of a project will necessitate resubmission of all required items,
including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information, which shall be no later than 30
days past the original due date. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation ofNCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned application number on all correspondence. If you have any questions
concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Engineer
\\\Stormwater\Permits & Projects\2005\050840 HD\2016 03 addinfo 050840
enc : Compliance Inspection Report, March 11, 2016
cc: Luke Menius, PE, Stroud Engineering
Wilmington Regional Office Stormwater Permit File
Page 3 of 3

Compliance Inspection Report
Permit: SW8050840 Effective: 09/28/05 Expiration: 09/28/19
Project: Holt Oil Convenience Store Maco Road
Owner: Holt Oil Company Inc
County: Brunswick Adress: 2675 Maco Rd Ne
Region: Wilmington
City/State/Zip: Leland NC 28451
Contact Person: Charles B Holt Title:
Directions to Project:
From westbound 74, turn left on Maco Road. Project on right.
Type of Project: State Stonmwater- HD - Detention Pond
Drain Areas: 1 - (Hood Creek) (03-06-17) ( C;Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 03/11/2016 Entry Time: 02:OOPM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Phone: [phone]
Exit Time: 02.45PM
Phone: [phone]
Inspection Type: Transfer Renewal
page 1

Permit: SW8050840 Owner •Project: Holt Oil Company Inc
Inspection Date: 03111/2D16 Inspection Type Transfer Renewal Reason for Visit: Routine
File Review Yes No NA NE
Is the permit active? E ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ® ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ■ ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ E ❑
Comment.
Built Upon Area
Is the site SUP, constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Are the SW BMP inspection and maintenance records complete and available for review or provided to
DWQ upon request?
Comment.
Yes No NA NE
■❑❑❑
❑ ❑ ❑
❑ ❑ ❑
Yes No NA NE
❑ ❑ ❑
Yes No NA NE
® ❑ ❑ ❑
page. 2

.. K
State Stormwater Inspection Report
General
Project Name:
O
Permit No: SW8 O1 OZL4Q
Expiration Date:
Contact Person:
Phone Number:
Inspection Type:
Inspection Date: 3/tl I� (�
Time In:
Time Out:
Current Weather:
Recent Rain (Date)?
Rain — in
Location
Facility Address / Location:
City: Zip: County: Lat: 0 1"N Long: - 1"W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): High (HD) Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
_Wet Ponds _Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands
_Dry Ponds Bioretention Permeable Pavement _Sand filters (circle one) Open Closed
Cistern Level Spreader/Filter Strip Other (specify):
File Review
Yes No N/A N/E
1. Is the permit active?
2. Signed Engineer's Certification on file?
3. Signed Operation and Maintenance a reement on file?
4. Recorded Deed Restrictions on file? �1K2rhn,,4 l
Site Visit- Ruilt tinnn Area IRt1A1
Yes No N/A N/E
5. BUA is constructed and consistent with the permit requirements?
6. BUA aspermitted) is graded such that the runoff drains to the system? (high density only)
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPs)
�/
8. Drainage area is stabilized? to reduce risk of sedimentation to the SW BMPs
v/
Site Visit: Stormwater BMPs
Yes No N/A N/E
9. Stormwater BMPs are located per the approvedplans?
10. Stormwater BMPs have dimensions (e . length, width, area) matching the approvedplans?
11. Stormwater BMPs are constructed per the approvedplans?
Site Visit: Ooeration and Maintenance Yes No N/A N/E
12. Access points to the site are clear and well maintained?
13. Trash has been removed as needed?
14. Excessive landscape debris (grass clippings, leaves, etc) is controlled?
15. Stormwater BMPs being operated and maintained as per the permit requirements?
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 — present only)
Site Visit: Other Permit Conditions Yes No NIA N/E
17. Is the site compliant with other conditions of thepermit?
Site Visit: Other Water Quality Issues Yes No N/A N/E
18. )s the site com liant with other water quality issues as noted during the inspection?
State Stormwater Inspection Report, Version 3.0_3-09 Page I of 2

State Stormwater Inspection Report
Ins ectlon PICtUreS (some of the pictures taken during the site visit)
Compliance Status ❑ Compliant ❑ Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent'
Inspector Name and Signature'
Reference Number:
State Stormwater Inspection Report, Version 3.0_3-09 Page 2 of 2

Msmer, Jo
From: Casmer, Jo
Sent: Tuesday, February 02, 2016 9:46 AM
To: Luke Menius ([e-mail])
Subject: Holt Oil Convenience Store Maco Road; Stormwater Permit SW8 050840
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on January 21, 2016. The project has been assigned
to Kelly Johnson and you will be notified if additional information is needed. Please be advised that the
construction of built —upon area may not commence until the Stormwater Permit is issued.
The application did not reflect an email address for the applicant so we ask that you notify them of this
status. Thank you.
Jo Casmer
Administrative Assistant for DEMLR/Stonnwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 7W7336 office
910 350-2004 fax
i o. ca s m e r 0. n cd e n r. Q ov
127 Cardinal Drive Extension
Wilmington, NC 28405
nothing Compares�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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Completeness Review Checklist
Project Name: U32 I --n; ( C — � rC Received Date: JcryL'Z ( ZA1
Project Location: f�lti ^5 �,>� `f e-o . Accepted Date: -L.( -Ze-)
Rule(s) 2008 Coastal 1995 Coastal11 Phase II (WiRO.) 1-1 Universal E]1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR):y tMggo nPE Cert on File?
Density: HD or LD I Type: Commercial or Residential ONCG:
%: n(% OK?) Stream Class: MSA Map MOffsite to SW8
Paperwork Emailed Engineer on:
upplement(s) (1 original per BMP) BMP Type(s):
�f1M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
pplication with correct/original s' ures E35ed
?orp or LLC: Si . Auth er SoS or letter Email Address:
50e5 (within 6mo) Lff mail Address:
Design Engineer
Owner
❑Soils Report with SHWT Note to Reviewer:
alculations (signed/sealed)
1:1No obvious errors
nsity includes common areas, etc
Deed Restrictions, if subdivided:
"Signed & Notarized
Correct Template (Comm/Res & HD/LD) or Dec.
Covenants & Rest.
ans
j Jam u
Sets
E
Details (roads, cul-de-sacs,
curbs, sidewalks, BMPs, Buildings, etc)
13G ading
Wetlands: Delineated
or No Wetlands
icini y Map
ayout (proposed BUA dimensions)
Bend
Da"aps
EDPr6lect Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
�PE Cert for Master Lot #:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
�SHWT:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite):. sf
Additional Information:
Permitted
Proposed:
Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
_ SA (sf)
M

STROUD ENGINEERING, P.A.
102-D Cinema Drive
Wilmington, NC 28403
[phone]
TO Ilik 0�5
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings
❑ Copy of letter
❑ Prints
INUU .n 41 4 ° GG ]�Lv]�44L°Qd
n
DATE t Sop
op
'N• ,(
'
JOB NO.
• o (/
ATTENTIO
RE: t,
to 5 O F I O
❑ Plans ❑ Samples
❑ Change order ❑
following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
C
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ For review and comment ❑
❑ FORBIDS DUE
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
BY: a
JAN 21 2016
COPY TO
SIG
If enclosures are not as noted, kindly notify us at once.

r

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
January 19, 2016
NCDEQ
Attn: Kelly Johnson
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Holt Oil C-Store
SW8 050840
Kelly:
Please find the attached application, plans, and supporting documents for the modification of the
subject stormwater permit to enable additional BUA at this site. The plan submitted reflects
6,414 sf of proposed BUA beyond the 47,410 sf that was permitted in 2005. In addition to this
proposed BUA, I have allocated a future reserve of 55,000 sf.
This pond was intended to treat the first 1" of runoff from the 47,410 of permitted BUA. This
should have resulted in a treatment volume of 4224 cf and temporary pool stage 0.35' above the
14,000 sf permanent pool. You should have calculations in your file to this effect. However, if
you refer to the table of design elements on the permit, you will see that the water quality storage
volume is reported as 14,910 of and the temporary pool stage is reported as 0.83' above the
permanent pool.
The culprit of these discrepancies is the wet detention basin supplement (SWU-102 Rev 3.99)
that I submitted along with the application. Apparently, I reported the stages and volumes
associated with the Brunswick County 10 year storm detention requirement and nobody caught
the error. The pond was built accordingly —with 090' of freeboard between the state drawdown
orifice and the slot —and certified. The pond was not overbuilt per se, as the additional storage
volume was being utilized to satisfy the Brunswick County detention requirement. It was,
however, under credited from the standpoint of BUA allocation. One other discrepancy 1 found
was the permanent pool elevation reported as 29.17' instead of the 29.00' elevation on the plans
and calculations. From my notes, it appears that the basis for this is related to the centerline of
the 4" drawdown pipe. It should be corrected as well. EREC E IVER
I JAN 2 12016
BY:
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

In an effort to correct the water quality storage volume, I am seeking to modify the permit to
match the capacity in the existing pond. Using a 1.5" design storm (which is conservative for the
47,410 sf of BUA permitted in 2005), the existing pond can accommodate the requested 108,824
sf of BUA without any modification to the pond or outlet structure. The only change needed is to
increase the size of the drawdown orifice from 1' to 1.5" to pass the additional volume in 3-5
days. I felt there was no need to calculate a split storage volume (47,410 sf existing at 1" +
61,414 sf proposed at 1.5") as the site cannot support the additional BUA that a less conservative
calculation would allow.
I have included a current pond supplement form. It is filled it out to reflect the discrepancies I
have discovered, however it should be noted that there are a couple of items on the current form
that were not applicable to 2005 ponds.
Thank you for your attention to this matter. Please do not hesitate to contact me with any
questions or concerns that arise as you are reviewing this project.
Respectfully,
David L. Menius, P.E.
Stroud Engineering, PA

Stormwater Modification Narrative
Holt Oil Company Convenience Store
SW8 050840
1 /20/2016
Project Summary
The purpose of this project is to expand the floor space of the existing convenience store
on the subject 3.65 acre site. Site improvements to facilitate the additional building area
include the removal of 5 existing parking spaces and the addition of 8 new parking
spaces.
Adjoinin€; Property
The site is bounded to the north and east by US 74 and NC 87, respectively. The
southwestern boundary is shared with a residential property.
Soils
Soils on site are mapped in the Brunswick County Soil Survey as Rains, Blanton, and
Baymeade.
Proposed Erosion and Sedimentation Control Practices
The limits of disturbance for this expansion is limited to the installation 8 new parking
spaces contiguous to the existing parking lot. The parking spaces shall be grading and
paved within 7 days. The graded areas immediately surrounding the new curbing shall
either be sodded or seeded within the same 7 day timeframe. Areas that are seeded shall
be stabilized with excelsior mat The total limits of disturbance is less than 2,500 sf.
Proposed Stormwater Management Practices
Stormwater runoff will continue to be directed towards the northwest corner of the
parking lot and conveyed to the forebay of the wet detention basin via a shallow
vegetated swale. The pond is designed to detain the first 1.5" of runoff and proves 90%
TSS removal. The drawdown orifice shall be upsized from 1.0" to 1.5" to account for the
increased water quality treatment volume.
p,
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v5a$Ao
NCDENR Stormwater Design Calculations
for Additional BUA to Existing Wet Pond
Project
Mace C-Store
Jab#.
PW 560
Engineer
DLM
Date
1/12/2016
Rational Method
(See accompanNng figures and tables as noted)
Predevelopment Land Use
Descri lion
C
Am[as
Total area
365
Ira erwaus
095
0.00
Pervious
02
365
Weighted 020
Impenhous(ex) 00%
Postdevelopment Land Use
Description
C
Aq65
Total area
Ira ervieus
095
Pervwus
02
Weighted C
Impervious (prop)
Curve Number
Drainage Area (so)
Net Imperwous Area (so)
%Impervious
Curve Number fCN(:'
071
684%
Predevelo ment
Postdevelo ment
365
365
0 00
250
000
6845
49
77
it IC A R p�i���i
O� •�ESSIpy y�l
O y
2 a SEAL f -
= 35677 -
1��1yo16
drainage area input
total area
158994 at
sidewalks
0 of
parking
0 at
buildings
0 at
other
0 at
total ex BUA
0 at
drainage area input
total area
158994 at
sidewalks
3416 sf
parking
42664 at
buildings
7744 at
other
0 at
reserve
55000 at
total BUA
108824 at
'where CNp„ (open land, fair condition) is defined in TR-55 table 2-2a and CNma is a weighted average
Runoff Q
Frequency (year)
1
10
24 hr Rainfall Depth P, in
359
6.76
24 hr Rainfall intensity I, flinfIrr
0.15
0,282
Predev Runoff Depth, D m'
019
1 45
Postdev Runoff Depth 0 m'
1 47
4 10
Predev Runoff Rate cfs)"
0.11
0.21
Postdev Runoff Rate fiefs)"
039
073
'whereO=hP-02S)a)/(P+08S) and S=(1000/CN)-10
<—Rainfall data per NOAA Ages 14
—Rainfall data per NOAA Atlas 14
"Runoff Rate per rational method (CPA)
4 VLa Y O1'r
Required NCDENR storage for SA waters is greater of. design rainfall depth OR difference bM pre and post runoff from 1 yr 24,hr slgtp
JA N 2 120116
BY:_

DENR 1 yr 24 hr Pre/Post Method
Pre R, = 0 05 + 0 9 - Impervious Ratio
Rv=
0050
Post Rv=005+09-Impervious Ratio
Rv=
0.666
Control Volume = 3630 - Rd ' R, - A
where Rd =
359 in
Predevelopment moral
2378 cf
Postdevelopment mna6=
31679 cf
Water Quality Required Storage=
29]01 cf
Schuler's Simple Method
R, = 0 D5 + 0 9 - Impervious Ratio
Rv=
0666
Control Volume = 3630 - Rd ' Rv - A
where Rd =
15m
Water Quality Required Storage=
13236 cf
USE: i]236 CIF FOR POND DESIGN
Basin Dimensions
Relnw Permanent Pool
NA. non SA waters
CONTROLS
El
SA Forebay
Inc Vol Forebay
Total Forebay
SA Pond
Inc Vol Pond
Total Vol Pond
18.0
0
0
0
0
0
0
190
0
0
0
0
0
0
200
0
0
0
0
0
0
21 0
0
0
0
0
0
0
220
0
0
0
0
0
0
230
0
0
0
0
0
0
240
0
0
0
0
0
0
250
0
D
0
0
0
0
260
700
0
0
4710
0
0
27.0
1330
1015
1015
5780
5245
5245
280
2010
1670
2685
6900
6340
11585
290
3550
2780
5465
9950
8430
20015
Total Volume— 25480 cf
%Forebay= 214 %
State Required Deoth/Surface Area Calculation
Desired TSS Removal Capacity=
Depth=
Table 10-4 SA/DA lower depth interval
Impervious Cover Ratio=
Table 10-4 SA/DA lower %BUA interval
Enter Table 10-4 SNDA values for depth and %BUA
Calculated SA/DA=
Required Surface Area=
Note Based on SA=SND4'A,ea'43560/100
Permanent Pool SA=
3510 at
is +/- 20%, OK
Note: Pond depth calculated as
permanent pact - bottom of pond
is> required SA, OK

Above Permanent Pool
EL
Stage
SA
Inc Vol Pond
Total Vol Pond
290
0
14100
0
0
300
1
15720
14910
14910
31 D
2
17410
16665
31475
320
3
0
0
0
330
4
0
0
0
340
5
0
0
0
State Stage- 0.90 ft
Stale El = 29 90 fl
Top El = 31 00
Freeboard= 1.1011 is> 1ff. OK
2-5 Day Drawdown for State Volume
Max (2 Day) Flo,,
0 08 the
Min (5 Day) Flow=
0 03 cis
Slot Stage=
0.90 It
Avg Hear=
0 30 fi
2 Day Area=
0 029 sf
5 Day Area=
0 012 at
2 Day Diameter-
2.309 in
5 Day Diameter
1 460 in
Provide Onfice=
1 50 in -
Drawdown Fle,,
0 031cfs is < predevelopment discharge, OK
Dawdown Time=
4 1 days is within 2-5 days, OK

1/20/2016 Prea pltation Frequency Data Serer
NOAA Atlas 14, Volume 2, Version 3r,,,,,,„
Location name: Leland, North Carolina, US'
Latitude: 34.2855°, Longitude:-78.1419°
Elevation: 53 W p
'source Google Maps a'*,., .•�
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnie, D. Mario, B Lin, T. Paaybok M Veda, and D. Riley
NOAA, National Weather Service, Silver Spnng, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
JAN 1 1201'
O V.
PDS-based point precipitation frequency estimates with 90% confidence intervals (in incheslhour)1
Average
recurrence interval (years)
Duration
1
2
5
10
25
50
100
����
200
500
1000
6.00
7.13
8.34
9.28
10.5
11.4
12.3
13.2
14.4
15.4
5-min
(5.58-(.49)
(6.62-T72)
(T73-9.01)
(857-10.0)
(9.62-11.3)
(10.4-12.3)
(11.2-112)
(11.9-14.2)
(12.9-15.5)
(13.6-16.6)
4.79
5.70
6.68
7.42
8.34
9.05
9.76
10.5
11.4
12.1
10-min
(4.45-5.19)
(5.29-6.17)
(6.19-7.22)
(6.85-8.01)
(7.67-8.99)
(8.29-9.76)
(8.89-10.5)
(9.46-11.3)
(10.2.12.3)
(10.7-13.1)
4.00
4.78
5.63
6.26
7.05
7.64
8.23
8.80
9.54
10.1
15ir1in
(3.71-4.32)
(4.44-5.17)
(5.22-6.09)
(5.78-6.76)
(6.48-7.59)
(7.00-8.23)
(7.48-8.86)
(7.96-9.48)
(8.55-10.3)
(8.98-11 0)
2.74
3.30
4.00
4.53
5.22
5.75
6.30
6.85
7.59
8.19
30inin
(2.54-2.96)
(3.06-3.57)
(3.71.4.32)
(4.19-4.90)
(4.80-5.62)
(5.27-6.20)
(5.73-6.79)
(6.19-7.38)
(6.80-8.21)
(7 27-8.87)
1.71
2.07
2.56
2.95
3.48
3.90
4.34
4.80
5.45
F 5.98
60ir1in
(1.59-1.85)
(1.92-2.24)
(2.38-2.77)
(273-3.19)
(3.20-3.74)
(357-420)
(3.95-4.67)
(4.34-5.18)
(4.88-5.89)
(5.31-6.47)
1.01
1.23
1.57
1.85
2.24
2.58
2.94
3.33
3.91
4.41
2-hr
(0.932-1.11)
1 (1.14-1.35)
(1.44-1.71)
(1 69-2.01)
(2.04-2A4)
(2.34-2.81)
(2.65-3.20)
(2.98-3.63)
(3.46-4.26)
(3,87-4.82)
0.722
0.879
1.12
1.33
1.64
1.90
2.20
2.52
3.01
3.44
3-hr
(0.664-0.794)
(0.808-0.967)
(1.03-1.23)
1 (1.22-1.46) 11
(1.49-1.79)
1 (1.72-2.08)
1 (1.97-2.40)
(2.24-2.75)
(2.64-3.29)
0.443
0.539
0.6907FO.819
1.01 7F
1.18
1.36
1.57
1.89
2.16
6-hr
(0.406-0.488)
(0.494-0.595)
(0.631-0.760)
(0746-0.901)
(0.915-1.11)
(1.06-1.29)
(1.22-1.49)
(1.39-1.72)
(1.64-2.07)
(1.86-2.37)
0.258
0.314
0.405
0.483
0.601
0.705
0.821
0.952
1.15
1.33
12-hr
(0234-0.287J
(0.285-0.350)
(0367-0.450)
(0436-0.536)
(0.537-0.665)
(0.626-0.778)
(0.723-0.906)
(0.830-1.05)
(0.990-1.27)
1 (1.13-1.47)
0.150
0.181
0.235
0.282
0.354
0.418
0.490
0.573
0.701
0.815
2441r
F24
(0136-0.166)
(0.166-0.202)
(0.214-0.261)
(0255-0312)
(0.318-0.392)
(0.372-0.463)
(0.431-0.544)
(0497-0.637)
(0.595-0.783)
(0.679-0.915)
0.087
0.106
0.136
0.162
0.201
0.236
0.275
0.319
0.387
0.446
2[iay
(0.080-0.097)
(0.097-0.117)
(0.124-0.150)
(0147-0179)
(0.181-0.222J
(0.211-0.261)
(0.243-0.306)
(0278-0.356)
(0.330-0.434)
(0.374-0.504)
0.062
0.075
0.095
0.113
0.140
0.163
0.189
0.217
0.262
0.300
3day
(0.057-0068)
(0069-0.083)
(0.087-0.105)
(0103-0125)
(0.126-0.154)
(0.146-0.180)
(0.167-0.209)
(0.190-0.242)
(0.224-0.293)
(0.253-0.338)
Za7y
0.049
0.059
0.075
0.089
0.109
0.126
0.145
0.166
0.199
0.227
4[1ay
(0.045-0054)
(0054-0.065)
(0.069-0.083)
(0.081-0.097)
(0.098-0.120)
(0.113-0.139)
(0.129-0.160)
(0.146-0.185)
(0171-0.222)
(0193-0.256)
0.039
0.049
0.058
0.070
0.080
0.091
0.104
0.122
0.137
F7�ay0.032
7day
(0030.0035)
(0036.0.043)
(0.045-0.054)
(0053-0063)
(0.064-0.076)
(0.073-0.087)
(0.082-0.100)
(0092-0.114)
(0106-0134)
(0118-0.152)
0.026
0.031
0.038
0.044
0.053
0.061
0.069
0.077
0.090
0.100
today
(0.0240.028)
(0028-0.033)
(0.035-0.041)
(0.041-0.048)
(0.049-0.058)
(0.055.0.066)
(0.062-0.075)
(0069-0.084)
(0079-0.099)
(0.087-0.111)
0.021
0.025IF
0.029
0.034
0.038
0.043
0.048
0.055
0.061
20tj0.017
(0.016-0.019)
(0.019-0.022)
(0.023-0.027)
(0027-0.031)
(0.032-0.037)
(0.035-0.041)
(0.039-0.046)
(0.043-0.052)
(0.049-0.060)
(0.053-0.067)
0.014
0.017
0.020
0.023
0.027
0.030
0.033
0.036
0.041
0.044
30day
(0.013 0.015)
(0.016-0.018)
(0.019-0.022)
(0 022-0 025)
(0.025-0.029)
(0.028-0.032)
((.031-0.036)
(0.033-0.039)
(0 037-0.044)
(0.040-0.048)
0.012
0.014
0.017
0.019
0.022
0.024
0.026
0.029
0.032
0.035
45[1ay
(0.011-0.013)
(0.013-0.015)
(0.016-0.018)
(0018-0020)
(0.020-0.023)
(0.022-0.026)
(0.024-0.028)
(0.026-0.031)
(0.029-0.035)
(0.031-0.038)
0.011
0.013
0.015
0.016
0.019
0.021
0.022
0.024
0.026
0.028
60day
(0.010-0.011)
(0.012-0.013)
(0.0140.016)
(0016-0017 )
( 0.018-0.020J
(0.019-0.022)
(0.021-0024)
(0022-0.026)
(0.024-0.028)
(0.026-0030)
t Precipitation frequency (PF) estimates; in this table are based on frequency analysis of partial duration series (PDS).
Nunbers in parenthesis are PF estimates at lower and upper bounds of the 90 % confidence interval. The probability that precipitation frequency estirretes (fora
given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estirretes at upper bounds are not
checked against probable rraxinum precipitation (RAs) estimates and may be higher than currently valid FT-Pvalues.
Haase refer to NOAA Atlas 14 document for rare information.
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http://hdsc.nws.nma gov/hdsc/pfds/pfds-printpage.htruhlat=34.2855&Ion=-78.1419&data=intensity units=enghsh&series=pds 114

1/20/2016 Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
Location name: Leland, North Carolina, US*
Latitude: 34.2855°, Longitude:-78.1419°�
Elevation: 53 ft*
p
'source Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G M. Banco, D. Martin, B Lin, T. Parzybok M Velaa, and D Mloy
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF gmnhlcal 1 Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval (years)
Duration
1
2
5
��������
10
25
50
100
200
500
1000
0
0
0.695
0.773
0.872
0.947
1.02
1.10
1.20
1.28
5-min
.500
.594
(0.465-0.541)
(0.552-0.643)
(0644-0751)
(0714-0.835)
(0.802-0.940)
(0.868-1.02)
(0.932-1.10)
(0.994-119)
(1.07-129)
(1.14-139)
0.799
0.950
1.11
1.24
1.39
1.51
1.63
1.74
1.90
2.02
10-min
(0.742-0.865)
(0.882.1.03)
(1.03-1.20)
(1.14-1.33)
(1.28-1 50)
(1.38.1.63)
(1.48-1.75)
(1.58-1.88)
(1.70-2.05)
(1.79.2.18)
0.999
1.19
1.41
1.56
1.76
1.91
2.06
2.20
2.39
2.53
95Kn
(0.926-1.08)
1 (1.11-1.29)
1 (1.30-1.52)
(1.44-1.69)
(1.62-1.90)
(1.75-2.06)
(1.87-2.22)
(1.99-2.37)
(2.14-2.58)
(2.25-2.74)
1.37
1.65
2.00
2.27
2.61
2.88
3.15
3.42
3.80
4.10
30Kr1in
(1 27-1 48)
(1.53-1 78)
(1.85-2.16)
(2.09-2.45)
(2.40-2.81)
(2.63-3.10)
(2.87-3.39)
(3.10-3.69)
(3.40-4.10)
(3.64-4.43)
1'71
2.07
2.56
2.95
3.48
3.90
4.34
4.80
5.45
5.98
60-miin
(159-185)
(1.92-2.24)
(2.38-2.77)
(2.73-3.19)
(3.20-3.74)
(3.57.4.20)
(3.95-4.67 )
( 4.34-5.18 )
( 4.88.5.89 )
( 531-647 )
202
2.47
3.14
3.69
4.48
5.15
5.88
6.67
7.83
8.81
2-hr
(1 .862.21)
(2.27-2.70)
(2.89-3.43)
(3.38-4.03)
(4.09-4.89)
(4.67.5.62)
(5.30-6 40)
(5.97-7.25)
(6.93-8.53)
(7.74-9.63)
2
2.64
3.37
4.00
4.92
5.72
6.60
7.57
9.04
10.3
F3W;
'17
(1.99-2.38)
(2.43-2.90)
(3.09-3 70)
(3.65-4 39)
(4A7-5 38)
(&16.6.26)
(5.91-7.21)
(6.72-8.26)
(7.93-9.88)
(8.95-11.3)
2.65
3.23
4.13
4.91
6.06
7.06
8.17
9.42
11.3
13.0
6-hr
(2.43-2.92)
(2.96.3.56)
(3.78-4.55)
1 (4.47-5.40)
1 (5.48-6.64)
(6.34-7.74)
(7.29-8.95)
(8.31-10.3)
(9.83-12.4)
(11 1-14.2)
3.11
3.79
4.88
5.82
7.24
8.49
9.89
11.5
13.9
16.0
12-hr
(2.82-346)
(3.44-4.21)
(4.42-5.42)
(5.25-6.46)
(6.47-8.01)
(7.54-9.38)
(8.71-10.9)
(100-12.6)
(11.9-15.3)
( 13.6-17.7)
3.59
4.35
5.63
6.76
8.49
10.0
11.8
13.8
16.8
19.5
24-hr
(3.27-399)
(3.97-4.85)
(5,13-6.26)
1 (6.13.7.50)
(7.62-9.40)
(8.92-11.1)
(10.4-13.0)
(119-15.3)
(14.3-18.8)
(16.3-219)
4.20
5.08
6.51
7.75
9.65
11.3
13.2
15.3
18.6
21.4
2day
(3.84-4.64)
(4.65-5.62)
(5.95-7.20)
(7.05-8.58)
(8.70-10.7)
(10.1-12.6)
(11.7-14.7)
(13.3-17.1)
(15.8-20.8)
(180-24.2)
4.46
5.38
6.86
8.13
100711.7
13.6
15.7
18.8
21.6
3da7y
(4 09-4 92)
(4.94-5.94)
(6 27-7.56)
(7.41-8 96)
j (9.07-11 1)
1 (10.5-12.9)
(12 0-15.0)
(13.7-17 4)
(16.2-21.1)
(18.2-24.4)
F-4-72-7F
5.69
7.21
8.50
10.4
2
F 3.9
F16.0
19.1
21.8
4d7y
(4.33-5.19)
(5.22-6.26)
(6.60-7.93)
(7.76-9.36)
(9.44-11.5)
(10.9.13.3)
(12.4-15.4)
(14.0-17.7)
(16.5-21.3)
(18 5-24.5)
5.46
6.57
8.26
9.67
11.7
13.5
15.4
17.4
20.4
22.9
7d y jF
(5.04-595)
(6.08-717)
(7.62-9.01)
(889-10.5)
1 (107-128)
(12.2-14.7)
(138-16.8)
(155-191)
(179-22.6)
(19.8.25.6)
6.16
7.37
9.13
10.6
12.7
14.5
16.5
18.5
21.6
24.1
10day
(5.71-6 67)
(6.84-8 00)
(8.45-9.91)
(9.79-11.5)
1 (11.7-13 8)
(13.3.15.8)
(14.9-17.9)
(16.6-20 3)
(19 0.23.8)
(20.9.26.7)
8.28
9.86
12.0
13.8
16.3
18.4
20.6
23.0
26.3
29.0
20day
(7.73-8.90)
1 (9.21-10.6)
1 (11.2-12.9)
1 (12.8-14.8)
1 (15.1-17.6)
(17.0-19.9)
(18.8-22.3)
(20.8-25.0)
(23.5-28.8)
(25.6-32.0)
10.3
12.2
14.6
F 6.6
F 9.4
F21.6
F238
F262
7294
32.0
30[1ay
(9.64-11.0)
1 (11.4-13.0)
1 (13.7-15.6)
1 (15.6-17.8)
1 (18.0-207)
(20.0-23.1)
(22.0-25.6)
(240-28.2)
(26.6-31.9)
(287-34.9)
12.8
15.2
18.0
20.2
23.4
25.9
28.4
31.0
34.6
37.4
45tlay
(12.1-13.7)
(14.3-16.1)
(16.9-19.1)
(19.0-21.6)
(21.9-24.9)
(24.1-27.6)
(26.3-30.4)
(286-33.3)
(315-37.4)
(338-40.6)
15.4
18.2
21.2
23.7
27.0
29.5
32.1
34.6
38.0
40.6
60-day
(14.6-16.3)
(17.2-19.3)
(20.1-22.5)
(22.3-25.1 )
(25.4-286)
(27.7-31.4)
(299-34.2)
(32.1-370)
(350-40.8)
(37.1-43.9)
frequency (PF) estimates in thistable are based on frequency analysis of partial duration series (PDS).
n parenthesis are PF estimates at low er and upper bounds of the 90% confidence interval. The probability that precipitation frequency
Ehion
(for a given duration and average recurrence interval) w ill be greater than the upper bound (or less than the low er bound) is 5%. 13lirrates at
nds are not checked against probable m imam precipitation (PMP) estinates and may be higher than currently valid PMPvalues
er to NOAA Atlas 14 document for nore information.
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CD-479(39) Business Corporation Annual
10-22-13
Name of Business Corporation: HOLT REAL ESTATE ENTERPRISES, INC
SOSID: 1311721
Date Filed: 7/21/2015 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CA2015 202 01414
Secretary of State 10: State of Formation: NC Fiscal Year Ending: 12 — 31-14
® I hereby certify that an annual report completed in its entirety has been submitted and the information requested below (required by
NCGS 55-16-22) has not changed and is therefore complete.
Section A: Registered Aaenrs Information
1. Name of Registered Agent:
2. Signature of the New Registered Agent.
3. Registered Office Street Address & County
Section B: Principal Office Information
1. Description of Nature of Business:
2. Principal Office Phone Number:
4. Principal Off ice Street Address B County
Section C: Officers (Enter additional Officers in Section E.)
Name. Name:
Title:
Title:
ISlynatwe canstdutm consent to n,e appointmmn
4. Registered Office Mailing Address
3. Principal Office Email:
5. Principal Office Mailing Address
Name:
Title:
Address: Address: Address:
Section D: Certification of Annual Report Section D must be completed in its entirety and signed by a person
listed under Section C, or a person signing for an entity listed under Section C.
"4 e
S/p�ZodrS
- Signalore (Porto must be signed by en olncx of corprcaiion) Date
LOUIS S COX
PnN of Type Name of O(re:e
-
469511 11-07-14
me ,

SOSID: 0070210
' Date Filed: 4/7/2014 2:36:00 PM
CD-479 (39)r- ,. Business Co oration Annual Re o Elaine F. Marshall
p North Carolina Secretary of State
t0-22-f3
Name of Business Corporation: HOLT OIL COMPANY, INC
Secretary of State ID: 0070210 State of Formation: NC Fiscal Year Ending: 12-31-13
® I hereby certify that an annual report completed in its entirety has been submitted and the information requested below (required by
NM 55-16-22) has not changed and Is therefore complete.
Section A: Registered Aaent's Information
1. Name of Registered Agent
2. Signature of the New Registered Agent
3. Registered Office Street Address & County
Section B: Principal Office Information
1. Description of Nature of Business:
2. Principal Office Phone Number.
4. Principal Office Street Address & County
Section C: Officers (Enter additional Officers in Section E.)
Name: Name:
Title: Title:
Address: Address:
(S+anat o stww consent to aw appointment)
4. Registered Office Mailing Address
3. Principal Office Email:
5. Principal Office Mailing Address
Name:
Title:
ADDRESS:
Section D: Certification of Annual Report Section D must be completed in its entirety and signed by a person
listed under Section C, Ora person signing for an entity listed under Section C.
15 Ld
PRESIDENT
Mile
Milli 1o0e-13

IIIII
IIIIIIIIIIIIIIIIIIIIIIIIIII
IIIII
s34z? 1039
moo50t
?s PROP
Brunswick County, Re Register of Deeds Dage t 2
This oergges that there are no delinquent ad
valorem taxes, We, assessments or other
limn which the Brunswick County Tex
&,'(cps £ ilcud`fh
Collector Is charged with collecting, that ere a
Ac6
^,-;1!!er Deese Gel I
lien on: Parcel Number Q/A Q_Q3
s .
;�
as notated by the Brunswick County
T ri (o % IPI
Assessor's Office. This Is not a certification
C;, (� u eyll i
that the parcel number matches the
FOali ckt
d�e�scgrip[tb�n�
C-: �aca� Ivzn,.nh,. n-✓,. �„�mmr,oRNn
r„' •;-d
JRA*11c1
Data (Asst)Tax Col /Del. "Sifen
G.lt °.;,i.r.u,....a,•.�.,,.., c. rxwina�
IOpIYIItlPVr.-a,n.'nmN.artApBG.
This instrument was prepared by:
-Prepefad-bylRetum to: Rodney S. Klein, Esq.
Richard M. Lewis, Jr. KLEIN & ASSOCIATES, Attorneys at Law
John 0. Briggs III ,(M 110 Corporate Dr. Suite 150, Johnson City, TN 37604
Fayetteville. NC 28302 QUITCLAIM DEED
r1m nu. n
THIS QUITCLAIM DEED, made and entered into this, the —/—r day of 761W £. , 2013,
'by and between HOLT OIL COMPANY, INC. a North Carolina Corporation, of Fayetteville, NC, herein called
Grantor, and HOLT REAL ESTATE ENTERPRISES, INC., a North Carolina Corporation, of Fayetteville, NC,
herein called Grantee, herein called Grantee
WITNESSETH:
THAT THE GRANTOR, for and in consideration of the sum of Ten Dollars ($10.00) and other good and
valuable consideration to it in hand paid by the Grantee, the receipt whereof is hereby acknowledged, has
granted, transferred, quitclaimed and conveyed, and by these presents does give, grant, quitclaim, bargain,
sell, and convey unto the Grantee, its successors and assigns, the premises described as follows, to -wit:
Situated, lying and being in Brunswick County, North Carolina, described as follows.
Being all of Parcel 1 as same is shown on a map recorded in Map Book 26 at Page 457 of the
Brunswick County Registry.
BEING the same property conveyed to the Grantor by FRANCIS POTTER as conveyed by
deed dated November 181", 2002 of record in the Register's Office of Brunswick County in
Book 1704 at Page 574, and subject to any restrictions therein referred to.
This conveyance is made subject to any and all valid restrictive covenants and easements as may
appear of record, if any.
PAGE 1 OF 2

i
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII B3422 P1040 0fi11 46 6025-20-25-2013
000
Brunsu+ek Count NC Re Brenda N. Clemmons PROP
Y. g+sl er of Deeds page 2 of 2
IN WITNESS WHEREOF, an authorized officer of the Grantor signs for the same on the day and year first
above written.
HOLT OIL -COMPANY, INC., a ortN h Carolina
Corporation
BY: Louis Cox, President
STATE OF NORTH CAROLINA J )
SS.:
COUNTY OF _( ua ,APrS&W /
I, ? /tJP ! JunP , a notary public for the County/City and State aforesaid, certify that
Louts Cox, whose name is signed to the foregoing deed, acknowledged the same before me in the County/City
aforesaid and acknowledged that he undertook this act upon behalf of HOLT OIL COMPANY, INC. and with
authority w so act on behalf of the same. /
Witness my hand and notarial seal -stamp this day of VI-a17P , 2013.
7 L%it3
NOTARY PUBLIC
My commission expires on: 9_1V_A6/3
NAME & ADDRESS OF PROPERTY OWNER:
HOLT REAL ESTATE ENTERPRISES, INC.
P.O. Box 53157
Fayetteville, NC 27870
NAME & ADDRESS OF PERSON OR
ENTITY RESPONSIBLE FOR PAYMENT
OF REAL PROPERTY TAXES:
HOLT REAL ESTATE ENTERPRISES, INC.
P.O. Box 53157
Fayetteville, NC 27870
1AI111 DUNE
Notary Public
N Orin Caro llna
Cumberland County
THE LEGAL DESCRIPTION OF THE REAL ESTATE HAS BEEN FURNISHED TO THE DRAFTSMAN BY THE GRANTOR(S) OR A
THIRD PARTY OR HAS BEEN OBTAINED FROM THE PUBLIC RECORDS THE DRAFTSMAN ASSUMES NOLlABIL17Y AS TO
THE ACCURACY OR CONTENT THEREOF REGARDLESS OF WHETHER THE SAME IS DUE TO THE INFORMATION PROVIDED
OR DRAFTSMANS ERROR. NO OPINION AS TO THE STATE OF TITLE HAS BEEN FURNISHED AND THE GRANTEE(8) SHOULD
SEEK AN INDEPENDENT TITLE EXAMINATION IF DESIRED THE DRAFTSMAN ASSUMES NO LIABILITY AS TO THE STATE
OF TITLE OF THIS REAL ESTATE OR THE ACCURACY OF THIS DEED. FAILURE TO PROMPTLY RECORD THIS DEED IN THE
APPROPRIATE REGISTER OF DEEDS OFFICE COULD JEOPARDIZE THE GRANTEES) RIGHTS IN AND TO THIS REAL
ESTATE. BY SIGNING THIS DEED THE GRANTOR UNDERSTANDS AND AGREES TO THIS LIMITATION OF LIABILITY AND BY
ACCEPTANCE OF THIS DEED THE GRANTEE AGREES TO THE SAME.
Maco Depot PAGE 2 OF 2

STROUD ENGINEE
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
July 14, 2006
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Rhonda Hall
RE: Holt Oil US 74 C-Store
Dear Rhonda,
a_11
Please find the attached engineer's certification for the stormwater pond at Maco
Road. I visited the site on 7/14/05 and am satisfied that the stormwater treatment
measures and the site itself are in compliance with the permit. The site, including the
pond side slopes has been recently seeded. Permanent vegetation has not been
established, as indicated on the certification. If this checklist item is going to hold up the
issuance of a certificate of occupancy, please notify me at your earliest convenience.
Attachments
DLM/lm
F:/master/pw560/wpd/Rhonda.doc
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
Best Regards,
Luke Menius
Stroud Engineering, P.A.
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]