SW8050840_HISTORICAL FILE_20050928

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 05 O $L O
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2ao5092�
YYYYMMDD

OF WATF9 Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
CO
O Alan W. Klimek, P.E. Director
Division of Water Quality
September 28, 2005
Mr. Louis S. Cox, President
Holt Oil Company, Inc.
P.O. Box 53157
Fayetteville, NC 28305
Subject: Stormwater Permit No. SW8 050840
Holt Oil C-Store
High.Density Project
Brunswick County
Dear Mr. Cox:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Holt Oil C-Store on September 22, 2005. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 050840
dated September 28, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 28, 2015, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements In this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone].
Sincerely;
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:\WQS\STORMWATER\PERMIT\050840.sept05
cc: Luke Menius, Stroud Engineering, P.A.
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Dnve Extension Phone [phone] Customer Services-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstate.nc.us �iOrtl]C3rO/t/IDa
An Equal OpportunitylAffrmahveAction Employer —50%Recycled/l0%Post Consumer Paper Natitra��l

State Stormwater Management Systems
Permit No. SW8 050840
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Louis S. Cox and Holt Oil Company, Inc.
Holt Oil C-Store
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 28, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 47,410 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. 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 2 of 7

State Stormwater Management Systems
Permit No. SW8 050840
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions:
a. Drainage Area, Acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surface, ft2:
Onsite Buildings,
Onsite Parking, ft : 2
Onsite Sidewalks, ft
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. 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
47,410
6,744
37,250
3,416
1.0
3.17
90%
29.17
13,310
14,910
30.0
1.0" 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 3 of 7

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 DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
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.
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050840
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
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 Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all 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 Water Quality, 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 DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements 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.
Permit issued this the 28th day of September 2005.
NORTH.eAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
JorAlan vv. mimeK, F'. t., uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050840
Holt Oil C-Store
Stormwater Permit No. SW8 050840
Brunswick County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050840
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, New Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 7 of 7

OFFICE USE ONLY
- KQco'luAa'- N Z
/ State of North Carolina
Department of Environment and Natural Resources
Division of Water.Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
No I t- ©; I r'o� /1)a it V .Zn C
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
I qu 5 CvX / ^QSid,64,f
3. Mailing Address for person listed in item 2 above:
Po Box S3157
City: State: N'-' Zip: 2d3 D S
Telephone Number: (°1 ) Lf 83 S/ 3
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
i-1 ov Lo", C - S to re
5. Location of Project (street address): 1/
a' o To � S
County: )3/'"i'sw'
6. Directions to project (from nearest major intersection):
Fllo +yGfi+o...�d 7yJ y.,tl k4,< oil /�aw Rol, le�%
b An /^iy l^'r •
7. Latitude: 3`I 17 O y Longitude: 78 0 t 2 I W of project
8. Contact person who can answer questions about the project:
Name: t' ke MPi7 Telephone Number: ( qfd ) IS O 7 7 S
II. PERMIT INFORMATION: X
1. Specify whether project is (check one): , " New Renewal Modification
Form SWU-101 Version 3.99 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
_Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major —Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
ST dry wa�� t✓;/� b� ?rto fed 1�/ a 59; 1 ✓e�e �Pol
SL—✓ (� u n of a �/e t dei-,o fiDn cl
2. Stormwater runoff from this project drains to the Tea ✓- River basin.
3. Total Project Area j� e 13 acres 4. Project Built Upon Area: 3
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basiri Information :- - -
' . Drainage Area 1:',: ;
- - _ t : Drainage'Area 2, rf �'; "
Receiving Stream Name
u.7,' o A NO.-' Cr`— (�
Receiving Stream Class
Drainage Area
Existing Impervious# Area
U
Proposed Impervious`Area
e
% Impervious` Area (total)
lmpervious� Surface Area r ;.
:.: ;..:- _'. - - Drainage Area 1 ' . �,:.;:, ,
_,, :. ` Drainage Area 2-
On-site Buildings
On -site Streets
r7
On -site Parking
. YG 7 5v S
On -site Sidewalks
Other on -site
d
OffsiteO
Total D q y /0
otal:
unpei vious area is aeunea as me built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
NA
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

lril�lp:3aiUr17d.Sld�llw
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Forms) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
Revision number & date
Mean high water line
Dimensioned properly/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and slormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculatiom
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. t�
Designated agent (individual or firm):
Mailing Address: / D Z- D C;� e M o Q ve
City: State: /PL Zip: _L1? `l D 3
Phone: (g to ) ?Is O » s Fax: ( 914, ) 8 is o s y 3
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) %'_014 s
certify that the information included on this permit application orm isorm is, to 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 record, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000. /7 n
Date: J 07 7-os-
Form SWU-101 Version 3.99 Page 4 of 4

7i-L?-1 / /os/l� Kv�� quad.�1YV� .3 Permit No. S06N U
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: / to i t 0; 1 C— s �-Or'e
Contact Person: L� /llen%�S (rti ,1 S �r^w.�,PhoneNumber: (9/O ) ?IS 6775
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
26, b 0 ft. (floor of the basin)
2 `1. 17 ft. (elevation of the orifice)
3o' oa ft. (elevation of the discharge structure overflow)
13 31 o sq. ft. (water surface area at the orifice elevation)
�• 6S ac. (on -site and off -site drainage to the basin)
ac. (on -site and off -site drainage to the basin)
25 i 8o cu. ft. (combined volume of main basin and forebay)
`i 9149 cu. ft. (volume detained above the permanent pool)
5 y 6S cu. ft. (approximately 20% of total volume)
3• S (surface area to drainage area ratio from DWQ table)
in. (2 to 5 day temporary pool draw -down required)
in.
% (minimum 85% required)
Page 1 of 4

Footnotes:
1 When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
t' a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
I d. The temporary pool draws down in 2 to 5 days.
/VA e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
[ve:r ro �lpd 4f. The basin length to width ratio is greater than 3:1.
I^ g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
t^ 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
111. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does i0%es not incorporate a vegetated filter at the outlet.
This system (check one) "oes 0 does not incorporate pretreatment other than a forebay.
Form S WU-102 Rev 3.99 Page 2 of 4

/z2/05 �7a— P-L'c R rum'-/--3
SW8 o3rb 84
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
2.3-7 t,
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
2.37 G,
) When the permanent pool depth reads - / feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
UIl in the blanks)
71 2' ` • g Permanent Pool Elevation Z9' / 7
Sediment Ren oval EL.A 75 ° '�6' a
--------------- Sediment Removal Elevation 16% 75%°
Bottom Ele ation Z6. o
---------------Bottom Elevation 2 (. 0 1 25%
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of

• 7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, , a Notary Public for the State of K)(), U 1 (� rol l f,
County of \IY11hP.(�(1(l� doo hereby certify that LOLa 1,5 l n'X .0
personally appeared before me this rl {_ day of — , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 5— I I- D 9
Form SWU-102 Rev 3.99 Page 4 of 4

SEP.29.2005 9:05RM NCDENR WIRO NO.113 P.7
State Stormwater Management Systems
Permit No. SW8 050840
Holt Oil C-Store
Stormwater Permit No. SW8 050840
Brunswick Countv
Designer's Certification
I,as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
- dL
(Project)
for \ CM`T ��� ^ c- (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signatur,
Registra on Num er
Date k4, 2ooc, ,•g810Nj�
�•. ✓ ' . FNO�� i
' ,��q�F8 H. F�,.• .
Page 6 of 7

SEP.29.2005
9:06RM NCDENR WIRO NO.113 P.3
State Stormwater Management Systems
Permit No. SW8 050840
Certification Requirements:
i� 1.
The drainage area to the system contains approximately the permitted
acreage.
�2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
X 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
�4.
All roof drains are located such that the runoff is directed into the system,
_5.
The outlet/bypass structure elevations are per the approved plan,
_O_6.
The outlet structure is located per the approved plans.
7.
Trash rack is provided on the outlet/bypass structure.
8.
All slopes are grassed with permanent vegetation.
�9.
Vegetated slopes are no steeper than 3:1.
X 10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
%4 11, The permitted amounts of surface area and/or volume have been
provided.
io 12. Required drawdown devices are correctly sized per the approved plans,
13. All required design depths are provided,
^14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
%4 15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, New Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 7 of 7

1
'STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
A(9r1,00) 815-0775
TO NG�6/t/I
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑ _
LIEVVI G,3 @IF 4 ^ I�]�Ln ]044LQd
DATEq.
,O
�1TS iJ 0
/IW
ATTENTION RN 4/ �•��"
RE
y�
l f- Off]l C �/0^Q
,�m
/ rcleo NCO/ -
❑ Samples
the following Items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
/`wfse.01 f/.✓1
.o 1
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
❑ 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
a'i/aW'It �
t/t{� rev%Runs f1%e! O�./ drse..lfio✓1. T ..."r v... �f.. �/o"'V
fa Jfjr r�ICe— l✓C'F%� ft-1 "I A2'+ r'f .
COPY TO
SIGETV D:
If enclosures are not as noted, kindly notify us at once.

1 "aXWO
A
�Wel
"Ay W, All

P. 1
"r • * * COMMUNICATION RESULT REPORT ( SEP.20.2005 4:55PM )
FILE MODE
--------------
924 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP). RESULT PAGE
-----------------------------------------------------
98150593 OK P. 3/3
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 9/20/05 No. of Pages: 3 (Incl. Cover)
To: Luke Menius From: Paul Bartlett
Company: Stroud Eng, Water Quality Section - Stormwater
FAX 9: [phone] FAX M 910350,2004
Phone #: [phone]
DWO Stormwater Project Number: SW8 050840
Project Name: Holt Oil C-Store
MESSAGE:
Luke,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Cox, and a copy will be mailed to you.
J n

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 9/20/05 No. of Pages: 3 (Incl. Cover)
To: Luke Menius From: Paul Bartlett
Company: Stroud Eng. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050840
Project Name: Holt Oil C-Store
MESSAGE:
Luke,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Cox, and a copy will be mailed to you.
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2005\050840.sept05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

a
ww� --I�Y
September 20, 2005
Mr. Louis Cox, President
Holt Oil Company, Inc.
P.O. Box 53157
Fayetteville, NC 28305
Subject: Request for Additional
Stormwater Project No.
Holt Oil C-Store
Brunswick County
Dear Mr. Cox:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Information
SW8 050840
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Holt Oil C-Store on September 7, 2005 for review on September 19, 2005. A preliminary
review of that information has determined that the application is not complete. The following
information —is needed to continue the stormwater review:
1. Please correct the table of Section 111.6 of the application to read "C; Sw" for the
�f(z�`'��7� Receiving Stream Class.
A, Please enter the impervious areas in square feet in the lower portion of the table
in Section 111.6 of the application, and check application entries for consistency
with the Plan, supplement, and calculations.
/ 3. Please illustrate a 10 ft wide minimum vegetated shelf for the detention pond on
v('9 Sheet 1 and dimension the 10 ft width on Sheet 2 for the 6:1 shelf.
�4. Please add finished, spot elevations on the paved parking/yard area to demonstrate
��Jrainage to the concrete flume and swale in the northwestern corner of the paved
area.
/ 5. Please correct Section 111.4 of the supplement. The permanent pool depth for
i sediment removal in the main pond and forebay should be 2.37 ft since the 75%
/y> p depth in the forebay and main pond is an elevation of 26.8 ft.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to September 27, 2005, or
the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet, h2o.enr.state.nc.us One
e}1C3rO/t/llla
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

Mr. Louis Cox
September 20, 2005
Stormwater Application No. SW8 050840
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the. address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincere)
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2005\050840.sept05
cc: Luke Menius, Stroud Engineering, P.A.
Paul Bartlett

TopoZ.one - The Web'' Topogr phic Map
Page I of I
0 0.3 0.6 0.9 1 2 1.5 km G
0 0.1 0.2 0.3 0.4 0.5 mi
Map center is 340 17' 07"N, 780 08' 20"W (WGS84/NAD83)
Acme quadrangle M=-3.8g3
Proje on is UTM Zo 17,{4AD83 Datum G=1.613
�/�
http,,`www.topozone.com/print.asp°z 17&n=3797495.99904747&e=?b3314.000223369&s=48,.. 9119I2005

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO
NC- C)Aly .
dC�r'4C1�, OIL 4 [��G��4411d
DATE I .7. 0i
JOB NO. D
1
ATTENTION
RE
I
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples Spe I1( C-fications
r
❑ Copy of letter ❑ Change order ❑ 01
COPIES
DATE
NO.
DESCRIPTION
C A
l
S�' (02 01C)a-
I
cok
2
Ia.,
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
0
I
❑ Resubmit copsfo di tr Of p
❑ l,rgfval ��
Submit -copies
❑ Return corrected prints
r-1
❑ I PRINTS RETURNED AFTER LOAN TO US
SEP_(i73�fI
COPY
SIGNED:
N enclosures are not as noted, kindly notify us at once.

a

NCDENR
EROSION CONTROL
AND STORMWATER
PLAN
HOLT OIL
CONVENIENCE STORE
JULY 26, 2005
CLIENT: HOLT OIL COMPANY, INC
PO BOX 53157
FAYETTEVILLE, NC 28305
STROUD ENGINEERING, P.A.
102 D CINEMA DRIVE
WILMINGTON, N.C. 28403
[phone]
SEP "' 1 7005
5 o1
Q Z9 L.
a SEAL
20043
File f:\master\pw-560\wpd\ecpcov.wpd

Stormwater and Erosion Control Project Narrative
Holt Oil Company Convenience Store
PW-560
7/13/2005
Project Summary
The purpose of this project is to construct a convenience store on the subject 3.65 acre site. The
site is located in a Transportation Overlay District. The project falls within the jurisdiction of Brunswick
County Planning and Zoning Department.
Adjoining 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
Several practices to control erosion and sedimentation will be utilized for this project. First, 2
temporary sediment traps will be installed. Temporary diversions will be utilized to ensure runoff reaches
the traps and avoids running offsite prior to treatment. Rip -rap aprons will be installed as energy
dissipaters adjacent to flared end sections. Lastly, vegetation will be required within 15 days of cease of
activity on all disturbed soils to control erosion. Please refer to the site plan for locations of these
measures.
Proposed Stormwater Management Practices
Stormwater will be collected via a system of swales and conveyed to a wet detention basin. From
there, stormwater will be drawn down through the basin outlet structure and piped to an existing swale
which outfalls to a branch of Hood Creek. An emergency outlet structure will provide for the release of
stormwater in excess of the design storm into the swale. The conceptual layout of the site seeks to
minimize the impact on the natural drainage features on the site and provide an environmentally friendly
design.

PROJECT. HOLT OIL 74 C-STORE
PROJECT#. PW560
DATE O6/28/05
POND
NCDENR/BRUNSWICK COUNTY STORMWATER CALCULATIONS
TOTAL DRAINAGE AREA (AC) = 3.65
PROPOSED IMPERV AREA (AC)- 1 09 x L+7 b to S {
% IMPER AREA = 0 299
PROPOSED PERVIOUS AREA (AC)= 2 56 10 S f
% PERVIOUS = 0 701
STATE REQUIRED STORAGE FOR 1ST IN OF RAINFALL
RUNOFF = 0 05 + 0.009 X %IMPERV =
RUNOFF = 0.318767123
REQUIRED VOLUME = 1 0 IN X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
VOLUME (CF) = 1 4224
STATE REQUIRED SURFACE AREA
90 % TSS REMOVAL
3 0 FT DEEP POND, 30% IMPERVIOUS
SA/DA = 3.5
SURFACE AREA (SF) =SA/DA X AREA X 43560/100 = 5565
USE PREDEVELOPMENT C = 0.20
USE FULLY DEVELOPED C = 095
PROPOSED COMPOSITE "C" = 95 X 30 + 25 X 70
INTENSITY WITH 60 MIN TcIPRe) INTENSITY WITH 30 MIN Tclrosn
1 YR INTENSITY(IN/HR)= 1 33 193
10 YR INTENSITY(IN/HR)= 252 364
1 YR PREDEVELOPMENT FLOW Q = CIA
Opre(CFS) = 1 0 C = 020
1 (IN/HR) = 1 33
A = AREA(AC) = 3.65
1 YR POST DEVELOPMENT FLOW Q = CIA
Qposl(CFS) = 3 0 C = 042
1 (IN/HR) = 1 93
A = AREA(AC) = 3.65
10 YR PREDEVELOPMENT FLOW Q = CIA
Qpre(CFS)= 1.8 C= 0.20
I(IN/HR)= 2.52
A = AREA (AC) 3.65
10 YR POST DEVELOPMENT FLOW Q = CIA
Qposl(CFS)= 56 C= 042
I(IN/HR)= 3.64
A = AREA(AC) = 3.65

PROJECT HOLT OIL 74 C-STORE
PROJECT# PW560
DATE 06/28/05
SOIL AS GIVEN BY THE BRUNSWICK COUNTY SOIL SURVEY- RAINS (53%), BAYMEADE (3%),
BLANTON(15%) 30%IMPERVIOUS
HYDRAULIC GROUPS A, B
CURVE NUMBER POST DEVELOPMENT RATIO
IMPERVIOUS = 98
030
OPEN SPACE (75% GRASS, SOIL A) = 39
0.03
OPEN SPACE (75% GRASS, SOIL B) = 61
0.67
Cnpre = 39 x (.36)+ 61 x ( 64) =
53
COMPOSITE CURVE NUMBER (CN) = 98 X (30) + 39 X (.03)+ 61 X (.67) =
72
Spre = 887
S = (1000/CN) -10 = 3 975
PRECIPITATION 1 YR 24 HOUR STORM (IN) = 370
PRECIPITATION 10 YR 24 HOUR STORM (IN) = 700
POST
PRE
1 YR RUNOFF =(P - 2S)A2/(P + 8S) F 1.23
F 0.34
10 YR RUNOFF =(P-.2S)A2/(P +.BS) 1 3.78
1.94
TIME TO PEAK (Tp) (MIN) _ (43.5 X AREA X RUNOFF)/POST 0
1 YR TIP (MIN)=
6521
10 YR TIP (MIN)
10661
REQUIRED STORAGE
1YR STORAGE (CF) _ (Qpost - Qpre)Tp X 1 39 X 60 =
10963
10YR STORAGE (CF) _ (Qpost - Opre)Tp X 1.39 X 60 =
33727
POND DIMESIONS AND VOLUMES BELOW PERMANENT POOL
ELEV. SA FOREBAY VOLFOREBAY SAPOND
VOLPOND CUM VOL
(FT) (SF) (CF) (SF)
(CF) (CF)
26 700 4710
0
27 1330 1015 5780
5245 6260
28 2010 1670 6900
6340 14270
29 3550 2780 9960
8430 25480
TOTAL 5465 TOTAL
20015 25480
% FOREBAY 2145
POND DIMENTIONS AND VOLUMES ABOVE PERMANENT POOL
ELEV SAPOND INCREMENTAL CUM VOL
(FT) (SF) VOL (CF) (CF)
29 14100
30 15720 14910 14910
31 17410 16565 31475
STATE REQUIRED STORAGE (CF) = 4224
STATE STORAGE DEPTH= 0.35
STATE STORAGE POND ELEVATION = 29 35
10 YR STORM STAGE = 1 99
10 YR STORM POND ELEVATION = 30.99

PROJECT HOLT OIL 74 C-STORE
PROJECT# PW560
DATE O6/28/05
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 4224
2 DAY FLOW (CFS) = 10490/(2 X 24 X 60 X 60) = 0024441580
5 DAY FLOW (CFS) = 10940/(5 X 24 X 60 X 60) = 0009776632
O=A X Cd(2 X G X H)".5 A=AREA
Cd = ORIFICE COEFF. = 0 6
G = GRAVITY = 32 2 F/SEC^2
H=HEIGHT(FT) 0.35
2 DAY AREA
A = 0/(Cd(2 X G X H)^.5 (SF) 0.01205 DIAMETER (IN) _
5 DAY AREA
A= Q/(Cd(2 X G X H)" 5 (SF) 0.00482 DIAMETER (IN) _
DRAWDOWN ORIFICE IS 1.0 INCHES IN DIAMETER
DRAWDOWN RATE(CFS) = 001106
DRAWDOWN TIME (DAY) 4
EMERGENCY SPILLWAY DESIGN
Q = 3.31-HM.5 10 YR O(CFS)= 5 6
L(FT)=7
H (FT) = 025
LENGTH (FT) = 14
RIP RAP APRON
APRON AT FES
OUTFALL PIPE DIAMETER = 30" = 2 5'
FROM 25 YR PIPE DESIGN SHEET, VELOCITY = 3.74 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 6 X DIAMETER = 6 X 2 5' = 15 0'
WIDTH =3X DIAMETER = 3 X 2 5'= 7 5'
OUTFALL APRON TO BE 7.5' WIDE X 15' LONG X 12" THICK
149
094

PROJECT: HOLT OIL US 74 C-STORE
PROJECT NO. PW-560
10 YR STORM ROUTING SHEET 1 OF 3
INFLOW HYDROGRAPH
Q p = 5.6 cfs
Tp= 107 min
Time
min
Inflow cfs
0
0
10700
0137
21.400
0.534
32100
1.153
42.800
1.933
53
500
2.798
64
200
3.663
74
900
4.443
85.600
5 063
96.300
5 462
10T000
5600
11 T700
5464
128A00
5 068
139.100
4 485
149.800
3 938
160.500
3 458
171.200
3 036
181
900
2 666
192 600
2 341
203.300
2056
214
000
1 805
224.700
1.585
235.400
1 392
246100
1.222
256
800
1 073
267.500
0 942
278
200
0.827
288
900
0 727
299.600
0.638
310
300
0 560
321.000
0A92
DATE: JULY 5, 2005
)Inflow (cfs
6
5
4
3
♦Inflow (cis)
a
2
14
0
50 100
150 200 250
300 350
time (minute)

PROJECT: 11OLT OIL US 74 C-STORE DATE. JULY 5. 2005
PROJECT NO: PW-560
10 YR STORM ROUTING SHEET 2 OF 3
STAGE -STORAGE RELATION
ELEV
Surface Area
Inc Volume
Acc Vol
Stage
S
Z
29
14100
0
0
0
0
0
30
15720
14910
14910
1
14910
1
31
17410
16565
31475
2
31475
2
Ks =
b=
STAGE -STORAGE CURVE
2.5
2 -
y yy,6E-05x.
'��'
• STORAGE
R-'0.9991r'"
t
15
—Poly. (STORAGE)
m
y i)
—Linear(STORAGE)
1
vi.-��.
—Linear (STORAGE)
y
'?=
— Linear (STORAGE)
0.5
'� y=
— Linear (STORAGE)
0±
0
10000 20000 30000
40000
STORAGE(CF)

PROJECT: HOLT OH. US 74 C-STORE
PROJECTNO.PW-560
10 YR STORM ROUTING SHEET 3 OF 3
10 YR STORM ROUTING
ORIFICE (IN) =
1.00
ORIFICE AREA (SQ. FT) =
0 005
WEIR LENGTH (FT)
079
WEIR HEIGHT (FT) =
050
WEIR AREA (SF)=
040
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
0 000
0 000
000
000
000
10 700
0 137
000
002
000
21 400
0 534
87.89
002
0.06
32 100
1 153
43087
005
000
42 800
1933
1171.17
009
000
53 500
2 798
2412 19
0 17
000
64 200
3 663
420747
029
0.01
74 900
4 443
6553.14
044
001
85 600
5 063
9397.00
062
0 02
96 300
5A62
1263623
083
0.02
107 000
5 600
1612899
1.05
0.45
117.700
5 464
19433.55
1.26
1.00
128 400
5.068
2229895
1 45
1.30
139.100
4 485
24718.80
1 60
1 51
149 800
3 938
26631 60
1 72
1.65
160.500
3 458
28100.60
1 82
1 75
171 200
3 036
29195 33
1 89
1.83
181 900
2 666
2997263
1 94
1 88
192.600
2 341
30480 18
1 97
1.91
203.300
20561
30758 561
1 99
1 92
214 000
1 8051
30842.581
1 99
1 93
224.700
1 585
3076239
1 99
1.93
235.400
1392
30544.10
197
191
246 100
1 222
3021046
1.95
1 89
256.800
1073
29781 32
192
1.86
267 500
0 942
2927401
1 89
1 83
278.200
0 827
2870371
1 86
1 79
288.900
0 727
2808374
1 82
1.75
299 600
0 638
27425.77
1 77
1 71
310.300
0 560
2674006
1 73
1.66
321 000
0 492
26035.61
1 68
1 61
331 700
0 432
25320.35
1.64
1 55
342 400
0 379
24601 27
1 59
1.50
353 100
0 333
2388450
1 55
1 44
363 800
0 292
23175.49
1 50
1.38
374 500
0 257
2247900
1 46
1 32
385 200
0 226
21799.26
1 41
1 25
395 900
0 198
21140.02
1 37
1 19
406 600
0 174
20504.59
1.33
1 12
417 300
0 153
19895 89
1 29
1 06
DATE JULY 5, 2005
THRESHOLD STAGES
ORIFICE 1 0.17
ORIFICE 2 1 00
OVERFLOW 2
INFLOW VS OUTFLOW
6 000
5 000
Fgt
4 000
LL
♦ INFLOW
30 3 000 ■ OUTFLOW
J
LL 2 000
1 000
0 o00
0 000 50 000 100 000 150 000 200 000 250 000 300 000 350 000
TIME (MIN)
r. •J • x ct
-Y�F 4�
3� �
.E}�t`t(S"�Y����
M1i
f

STORM DRAINAGE DESIGN SHEET
PROJECT HOLT OIL US ]A OSTORE
LOCATION BRUNSWICK
FREQUENCY
LOCATION I AREA (AC
FROM TO STATION SUBTOTA
9asm 1
COMPUTED BY OLM
CHECKED BY
25 YR G=326 H=25
DATE 07MO 05
SHEET 1
PIPE TYPE' RCP
OF 1
n 0013

SWALE 1
Worksheet for Triangular Channel
Project Description
Worksheet
Triangular Channe
Flow Element
Triangular Channe
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannmgs Coeffic
0.030
Slope 003000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
2.65 cfs
Results
Depth
0.65 ft
Flow Area
2.1 ft'
Wetted Perimt
6.61 It
Top Width
6.48 It
Critical Depth
0.45 It
Critical Slope
0.022215 ft/ft
Velocity
1.26 fUs
Velocity Head
0.02 It
Specific Ener<
0.67 It
Froude Numb,
0.39
Flow Type
3ubcnlical
Project Engineer. Julie Tuten
c'\haestad\fmw\pmjectl.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/08/05 09 32 21 AM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

SWALE 2
Worksheet for Triangular Channel
Project Description
Worlcsheel
Triangular Channe
Flow Element
Triangular Channe
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic
0 030
Slope 003000 tuft
Left Side Slope
0 20 V : H
Right Side Slope
0.20 V : H
Discharge
7 70 cfs
Results
Depth
0.97 It
Flow Area
4.7 ft-
Wetted Perim.
9.86 ft
Top Width
9.66 ft
Critical Depth
0.68 ft
Critical Slope 0019270
fl/fl
Velocity
1.65 fus
Velocity Head
0.04 ft
Specific Ener(
1 01 ft
Froude Numb.
0.42
Flow Type 3ubcritical
Project Engineer. Julie Tuten
c \haeslad\fmw\pmjectl fm2 Stroud Engineering Company FlowMaster v5 0 [614b]
07/08/05 09 30:56 AM ®Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

CONCRETE FLUME
Worksheet for Rectangular Channel
Project Description
Worksheet
Rectangular Charm
Flow Element
Rectangular Charm
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic 0 015
Slope
020000 ft/ft
Bottom Width
3.00 It
Discharge
8.66 cfs
Results
Depth
0.43 ft
Flow Area
1.3 ft'
Wetted Penmi
3.86 ft
Top Width
3.00 ft
Critical Depth
0.64 ft
Critical Slope
0.006109 ft/ft
Velocity
6.74 ft/s
Velocity Head
0.70 ft
Specific Ener(
1.13 It
Froude Numb
1 81
Flow Type
3upercrilical
Project Engineer. Julie Tuten
c \haestad\fmw\pmjectl.fm2 Stroud Engineering Company FlowMaster v6 0 [614b]
07/13/05 02 09.05 PM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

PROJECT HOLT OIL US 74 C-STOR
PROJECT PW-560
DATE: 7/5/2005
SEDIMENT TRAP 1
DISTURBANCE AREA (AC) 042
DRAINAGE AREA= 0.42
Tc = 5 MIN
I = 7.23 IN/HR
C=020
Q=CIA = 061 CFS
REQUIRED SURFACE AREA (SF)=01'Q= 265
REQUIRED STORAGE = 1800CF/AC
REQUIRED STORAGE (CF) _
TRAP SIZE
DEPTH 3
WIDTH 15
LENGTH 35
SURFACE AREA =
VOLUME PROVIDED =
SEDIMENT TRAP 2
DISTURBANCE AREA (AC) _
DRAINAGE AREA:
T�=5MIN
1 = 7 23 IN/HR
C = 0.20
756
525 >= REQUIRED, THEREFORE OK
788 >= REQUIRED, THEREFORE OK
365
3.65
O=CIA = 528 CFS
REQUIRED SURFACE AREA(SEP 01-Q= 2299
REQUIRED STORAGE = 1800CFIAG
REQUIRED STORAGE (CF) = 6570
TRAP SIZE
USE POND FOREBAY
SURFACE AREA = 3550 >= REQUIRED, THEREFORE OK
VOLUME PROVIDED = 7200 >= REQUIRED, THEREFORE OK

J.ul. 13. 2005 2:43PM STROUD ENGINEERING, P. A. No. 1616 P. 2
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A.
1. Project Name Holt Oil Company US 74 Convenience Store
2. Location of land -disturbing activity: County Brunswick City or Township Maco
Highway/Street US 74I76 Latitude 34 17' 09" N Longitude 78 08' 21" W
3. Approximate date land -disturbing activity will commence: Upon plan approval
4. Purpose of development (residential, commercial, industrial, institutional, etc.): commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3_65
6. Amount of fee enclosed: $ 200.00 . The application fee of $50.00 per acre (rounded up to the next
acre) is assessed withoula ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Luke Menius Cg Stroud Engineering E-mail Address Imeniusnp stroudengineer.com
Telephone [phone] Cell # NA Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Holt Oil Company, Inc. 910 483 5137
Name Telephone Fax Number
PO Box 53157 1709 Clinton Rd.
Current Mailing Address Current Street Address
Fayetteville, NC 28305 same
City State Zip City State Zip
10. Deed Book No. 1704 Page No. 574 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Holt Oil Company, Inc. 910 483 5137
Name Telephone Fax Number
PO Box 53157 1709 Clinton Rd.
Current Mailing Address Current Street Address
Fayetteville, NC 28305 same
City State Zip City State Zip

.Jul. 13. 2005 2:45PM STROUD ENGINEERING, P. A.
No. 1616 P. 4
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City State
Telephone
E-mail Address
Current Street Address
Zip City
Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Louis Cox 910 483 5137
Name Telephone Fax Number
PO Box 53157 1709 Clinton Rd.
Current Mailing Address Current Street Address
Fayetteville, NC 28305 same
City State Zip City State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information shouldthereby any change in the information provided herein.
Type or print . ame Title or Authority
7 �� -o.S
nature Date
I, Dolores J Jon �e s a Notary Publics of the County of !Y
J State of North Carolina, hereby certify that 1L// 5 - (Q) X appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this a 5 day of 20 05
ORES J. N
NOTATARY PUBLICLIC '
NASH COUNTY, NC Notary
Seal
My commission expires 3o Z® 10

U�OUFVEELpd
BLS
02/24/2003
$17.00 31
` Mal Esuie
j Exdae Tes
Bronaw,iek County. —Register of Deeds
Robert J. Robinson
Inst 6146629 Book 1704Page 574
02/24/2003 11:15:31m Rect 135'i5b
HT awwt.
TOTAL —U) `It, r- affvu�rrtau.
RECI CK AMT Up CK 0
CASH —REF —BY
NORTH CAROLINA GENERAL WARRANTY DEED
This msbumentwasprepered by: Douglas A. Fox, P. O.
Brief description for the
li n n( �v�ll �.ln e 6 Mof November 20 _2 by and
VIl E
Francis Potter, Widow
of Cecil Elmo Potter
Any and all interest which Grantor
has through the Estate of G. M.
Potter and I. D. Potter and wife,
Susan and Cecil Elmo Potter
GRANTEE
Holt Oil Company, Inc.
Address :'4,p,_. O. Box 53:}i5�n
i+a�—j}�fie W 168�"l R305
&
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, f98r a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and bythese presents does grant, bargai0 sell and conveyunmt rpp, in fee simple, allthatcenain lotorparcel oflandsituated in
the City of " grji�h'ip, County, North Carolum and more
particularly described as follows: O
Ad.'�FJ�PiM
See Atirzbqo�,$xhibit 'A'
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No. 3 O 1976, Revised 0 1977,�no0 b A� James Williams & Co., Inc.
Printed by Agreement with the NC Bar Association �4ln%� www.JamesWJbama.com
J IUlY vim ♦P=Aa
��0�'71C�p�12

Inst 6 146629 Book 1704Page: 575
(jN�EIN0O HL)Lw_g(gkesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee io
lJ simple. 0,�rvz�,_
And the Grantor covenants with the Grantee, that Grantor is seized ofthe premises in fee simple, has the right to conveythe same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the fallowing exceptions:
IN WITNESS WHEREOF, the Grantor hes duly' od�the foregoing as oftlle and year fast ove written.
(En(ity Name) ` o FT','�rtp` ,t„y,� otter �a�
By.
By
1, the undersigned Notary Public of the County and State aforesaid, certify, that Francis Potte;,
personally appeared before me this day anQei�9py7A�
exec'ul�n. �o�ftth�e foregoing instrument rthe purposes therein expressed. Witness my hand end Notarial statdQ d�'e (�S
oC a20Q
My Commission spires C
Notary Public
State of North Carolina-Cou of "a 1 (19 7�e1 '�-
1, the undersigned Notary Public of the County and State aforesaid, certify that personally
came before me this day and acknowledged that _he is the of
a North Carolina or corporation/limited liability company/general parmershipAtmited partnership (s(strike through the
inapplicable), and that by authority duly given and as the act of s��,c,,,n� entity, he signed the forego in m nB,instruent in its name on its
behalf as its act and deed. Witness my hand and Notarial stamp or bea(his sj_ day of _ .20
My Commission Expires: a 9
1, the undersigned Notary Public ofthe County and State aforesaid,
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be Correct.
This Instrument was filed for Registration on (his 24th Day of February 2003
in the Book and page shown on the First Page hercof, ( r
gy� 0�� & ROBERTJ. RO 1 SON, Register [Deeds
--iklr)-V?y,PFtn✓1Ca`t�'me'rvl; Liar nssai.'Iatlan—ivtlt'-- - 'www.JameminSiftena
U IU�J�(I��/(YrcjP/1'�e,P,dTLnR
U IIIIy �`v- i

last t 146629 Book 1704Page: 576
�Lei1�{
Exhibit "All
�Q
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.
P°az ^ n Exhibit "B"
ntl �er�istons of all applicable zoning and land use ordinances, statutes; an regulations; the
�f p�oy5Ins°z�f=�IR' licable restrictive covenants and utility easements of record, if any; and
2002 I a tolE taxes.
�0����pd
���r���'

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
September 7, 2005
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Cameron Weaver
RE: Westhaven, Holt Oil US 74 C-Store, Springview Estates
Dear Cameron,
Please find the complete stormwater applications for the aforementioned projects. Please note that
Springview was applied for under the name "Maplewood Manor" for erosion control. This name was
subsequently rejected by Pender County, and thus no longer applicable. "The Manor, at Mill Creek" is
being considered, but to avoid further confusion I am not referring to this project by any additional names
until I have something in writing. I can notify you when a name is determined, but for now our staff and all
of our correspondence refers to the project as Springview. I realize that there is a lot of emphasis being
placed on consistent naming and will do my best to prevent this from becoming a moving target. Also note
that "Dean Hardison Building Company" should have been called "Hardison Building, Inc." per the NC
Secretary of State. This has been corrected on all applicable forms to the best of my knowledge. Please
disregard any previous mention of the former.
Please let Inc know if you have any further questions. I appreciate your assistance in compiling
these applications.
1� " Best Regards,
Luke Menius
Stroud Engineering, P.A.
attachments
DLM/Im
F /master/pw574/wpd/weaver2 doc
107 COMMERCE ST
HESTRON PLAZATWO
SUITE B
102-D CINEMA DRIVE
151-A HWY. 24
GREENVILLE, NC 27858
WILMINGTON, NC 28403
MOREHEAD CITY, NC 28557
[phone]
[phone]
[phone]

e _ wi
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK requiFA'rm'-Wv'). ` � Z�
FAX or email to Cameron. Wea verf ncmail. net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrah imentsaremade.
APPLICANT Name Louis Cox _
Company Holt Oil Company, Inc.
PROJECT Name Holt Oil ComOanv US 74 Convenience Store
PROJECT LOCATED IN Cape Fear c= — RIVER BASIN
ENGINEER/CONSULTANT Luke Menius
Company Stroud Engineering P.A.
Address 102 D Cinema Drive City/State Wilmington, NC Zip 28405 County New Hanover
Phone [phone] Fax [phone] Email Imeniust7a stroudengineer.com
❑ STREAM ORIGINATION CERTIFICATION; Stream Name
----- ---------- - - -- - -
-- - - - - - - -- -- - - ---------
- ---------
------------------------------------------- ---- ---- --------
----------
® STORMWATER ❑ Low Density ® igh Density -Detention Pond High Density -Other
❑ Low Density -Curb & Gutter High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
---------------------------------------------------------------------------------------------------------------------------------------------------
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
----------------------------------------------------------------------------------------------------------------------------------------------------------------------
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES:
Fee Split for multiple permits:
SW
$
CAMA
$
LQS
$
Total Fee Amount $

PROJECT NARRATIVE
Project Summary
The purpose of this project is to construct a convenience store on the subject 3.65 acre site. The
site is located in a Transportation Overlay District. The project falls within the jurisdictio of Brunswick
County Planning and Zoning Department.
Adjoining Property
The site is bounded to the north and east by US 74 and NC 87, respectively. The southwestem
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 Stormwater Management Practices
Stormwater will be collected via a system of swales and conveyed to a wet detention basin. From
there, stormwater will be drawn down through the basin outlet structure and pipe to an exts i ale
which outfalls to a branch of Hood Creek. An emergency outlet structure will provide for the release of
stormwater in excess of the design storm into the swale. The conceptual layout of the site seeks to
minimize the impact on the natural drainage features on the site and provide an environmentally friendly
design.

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\O�CF W ATFRQG
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 6, 2005
CERTIFIED MAIL #7005 0390 0001 3200 6981
RETURN RECEIPT REQUESTED
Mr. Louis S. Cox, President
Holt Oil Company
PO Box 53157
Fayetteville, NC 28305
Subject: Request for Stormwater Management Permit Application
Holt Oil Co US 74 Convenience Store
Stormwater Project No. SW8 050840
Brunswick County
Dear Mr. Cox:
On August 2, 2005, the Wilmington Regional Office received a copy of a Letter of Receipt of
Erosion Control Plan for the subject protect. The North Carolina Administrative Code requires
any project that must receive either Sedimentation and Erosion Control Plan approval and/or a
CAMA Major permit to apply for and receive a Stormwater Management Permit by the
Division of Water Quality. Any construction on the subject site, prior to receipt of the required
permit, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate
enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the
status of this project and the expected submittal date must be received in this Office no later
than October 6, 2005. Failure to respond to this request may result in the initiation of
enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan
approval letter must NOT be considered the Coastal Stormwater Management Permit, which
will be signed by the Water Quality Supervisor. Please reference the Project Number above
on all correspondence. If you have any questions, please call me at (910j-796-7404.
Sincerely, .
ev�d't' '�d"
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWAT\STORMSUB\050840.sep05
cc: Delaney Aycock, Brunswick County Building Inspections
Luke Menius, Stroud
Wilmington Regional Office
Central Files
North Carolina Division of Water Duality 127 Cardinal Drive Extension Phone [phone] One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: Www enr.state.nc.us NorthCarolina

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
August 1, 2005
LETTER OF RECEIPT OF EROSION CONTROL PLAN 1
Holt Oil Company
Mr. Louis S. Cox, President
PO Box 53157 �/�
Fayetteville, NC 28305
RE: Project Name: Holt Oil Company US 74 Convenience Store
Project to: Bruns-2006-031
County: Brunswick [7AUG
C ;1VE
River Basin: Cape Fear
Submitted By. Stroud Engineering p 2 2005
Date Received by LQS: July 27, 2005 Plan Type: NEW Y: 0S)( kVa
Dear Mr. Cox:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity,(G.S. 113A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan. Plans show a detail for silt fencing, but no locations. Please
clarify.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
chuyle J Snowdon
Land Quality Section
cc: Luke Menius, Stroud Engineering, PA
LQS-WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Exl , Wilmington, North Carolina 28405-3845 • Phone: [phone] / FAX' 910-350-2004

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: iicl-1 C). (onvearVnu_ 5ife p_ o;l US 7 `/ DATE: 7/'27101—
PROJECT NO (;cMnS' 0(n -031 COUNTY: ls+,hsw.c 9
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been made
and has shown the need for additional information as specified below To meet our review schedule, any additional information
should be received by this office no later than 'SY . L� /h4;L106 . Failure to meet this schedule may result in disapproval
of your plan The following items shall be Incorporated with respect to specific site conditions, In an erosion and sediment control plan.
LOCATION INFORMATION
Protect location (roads, streets, landmarks)
Nonh arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend Nonh arrow, scale, etc
Properly Imes
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate
limits, and label) - x c '
Planned and existing bundin g'locations and elevations
Planned & existing road locations & elevations
Lot and/or budding numbers
Geologic features rock outcrops, seeps, springs. Welland
and ther limits, streams. lakes, ponds, dams, etc
Easements antl drainageways'
Profiles of streets, utdmes, ditchlines, etc
Stockpiled topsoil or subsoil locations
It the same person conducts the land dislurbrng acbviry & any related
borrow or waste activity, the related borrow or waste activity shall
conswuie pal of the land dislurbing activity unless the borrow or waste
activity is regulated under the Mining Act of 1971, or Is a landfill regulated
oy the Division of Waste Management If the land disturbing activity and
any related borrow o, waste activity are not conducted by the same
person, they snail be considered separate land-disiureng activities and
must be permuted either Ihm the Sedimentation Pollution Control Act as a
one use borrow site or through the Mining Act
Recurred Army Corps 404 permit and Water Duality 401 certilicaron in g
stream dRtuniances friar 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
lC Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures
maintenance reomrements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include adsite
areas Ina[ drain through protect)
rolethod of determination of and calculations for Acreage of
land being disturbed
Size and location of culverts and sewers
Sod information type, special characteristics
Soil information below culvert storm outlets
Name and crasseicahon of receiving water course
(only wrens slorrij discharges are to occur)
COMMENTS See the lollo:,ing page
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the
site (at peak discharge points)
Design calculations for peak discharges of runoff (including
the construction phase & the final runoff coefficients of the
see)
Design talcs of culverts and storm sewers
Discharge and velocity calculations for open channel and
ditch flows (easement & nghl-of-ways)
Design talcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design talcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design talcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates
NOTE Plan should include provisions for groundcover on
exposed slopes within 15 working days or 70 calendar
days (whichever is shorter), following completion of any
phase of grading; permanent groundcover for all
disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of construction or
development
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Completed, signed & notarized FR/O Form
Accurate application lee ($5000 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, it the owner Is a partnership
Name of Registered Adolf (if apolicable)
Copy of the most current Deed for the site
NOTE For the Express Permuting Option, inquire at the local
Regional Office for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erosion and sediment
control (including installation of critical measures prior to the
initiation of the land -disturbing activity & removal of
measures after areas they serve are Dermanenlly stabilized)
Bid specifications related only to erosion control
iArdmington Regional Office
12.7 Cardinal Drive Extension, bVilmmgton, INC 28,105 • Phone [phone] FAX [phone]

Page 1 of 1
North Carolina
Elaine F Marshall -DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Corporations
*Corporations Home —
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Print i
*Printable Page
Date: 9/19/2005
Click here to:
View Document Filings
Print apre-populated Annual Report Form I File an Annual Report
Corporation Names
Name I
I
'Name Type
NC Holt Oil --Company, Inc.
". Legal
Business Corporation inforrribtion
! SOSID:
! 0070210
FID:
560692101
Status `' j
Current -Active
! Date Formed:
8/7/1969
Citizenship: •
Domestic
State of Inc.:;
NC
Duration:
Perpetual
i
Registered Agent
Agent Name:;
Cox, Louis S
Registered Office Address:
<1709 Clinton'Rd -' ,•
.
% Fayetteville NC 28305 •: ,
Registered Mailing Address: PO Box'53157
Fayetteville NC 28305
Principal Orfi�ce:Address:
` 1709 Clinton Rd' -. ,
ti
Fayetteville NC 28305
Principal Mailing•Address:
`.,tNoAddress;
Stock •. y, ., ..,
,
" Class ;.
COMMON `•s.
PREFERRED
t-
"J• -Share s*? .ri No Par Value Par Value
20000 1 `
180000
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemld=5052055 9/19/2005

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9-im North Caro a Mnual Report
wme m corporetlon: HOLT OIL COMPANY, INC
SOSID: 0070210
Date Filed: 6/8/2004 8:44:00 AM
Elaine F. Marshall
UeeDde North Carolina Secretary of State
2004 089 03311
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wrae:LOUIS S. COX Ape: PRESIDENT
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wme:HENRY W. HOLT, JR. 7%:VICE—PRESIDENT
Addm: PO BOX 53157
FAYETTEVILLE, NC 28305
.tu=:HANNAH L. HOLT nw. SEC-TREAS
Addmt: PO BOX 53157
FAYETTEVILLE, NC 28305
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LOUIS S. COX PRESIDENT
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