SW8130516_HISTORICAL FILE_20130603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 13 0 5 i e
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2013 O�-oo3
YYYYMMDD

RMENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
June 3, 2013
Judson Pope, President
Judson Pope, LLC
1092 N. Breazeale Ave
Mount Olive, NC 28365
Subject: State Stormwater Management Permit No. SW8130516
Handy Mart Highway 53
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Pope:
John Skvada
. Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit Application for Handy
Mart Highway 53 on May 30, 2013. Staff review of the plans and specifications has determined that the project, as
Proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8130516 dated June 3, 2013, for the construction, operation and
maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance unfit June 3, 2021, 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(s), recordation of deed restrictions, certification of the BMP's, procedures for
changes of 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's,
to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The written petition
must conform to Chapter 150E 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 filingg fee if a filing
fee is required) and/or the details of the filingg process at 6714 Mail Service Center, Raleigh, NC 27699-6 14, or via
telephone at 919-431-3000, or visit their we site at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If yyou have any questions, or need additional information concerning this matter, please contact Chris Baker, at (910)
796.7215.
Z
cZa'Loe
�s W kild, P. E., Director
Division of Water Quality
GDS/csb: S:\WQS\Stormwater\Permits 8 Projects\2013\130516 HD\2013 06 permit 130516
cc: John Pierce, P. L. S., John L. Pierce and Associates, P. A.
David Newsome, P. E., Crystal Coast Engineering, P. A.
Onslow County Inspections
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604
Phone: 91H07-63001 FAX: [phone]
Internet: w .ncwaterouality om
An Equal Opponunhy 1 AlAniadve Action Employer
None Carolina

State Stormwater Management Systems
Permit No. SW8 130516
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Judson Pope, LLC
Handy Mart Highway 53
NC 53, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter separately and
collectively 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 June 3, 2021 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.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 50,290 square feet of
impervious area.
3. A 50' wide vegetative buffer must be provided adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers and the mean high
water line of tidal waters.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 4,000 square feet.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
6. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 130516
7
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, ycres:
1.51
Onsite, ft :
66,435
Offsite, ftZ:
N/A
b.
Total Impervious Surfaces, ftZ:
50,290
Onsite, ft :
50,290
Offsite, ftZ:
N/A
C.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
3
e.
TSS removal efficiency:
90
f.
Permanent Pool Elevation, FMS.�:
27
9.
Permanent Pool Surface Areq, ft :
6,283
h.
Permitted Storage Volume, ft :
7,447
i.
Temporary Storage Elevation, FMSL:
28
1
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
0.05
k.
Controlling Orifice:
1"0 pipe
I.
Orifice flowrate, cfs:
0.01
M.
Permitted Forebay Volume, ft3:
3,648
n.
Fountain Horsepower
N/A
o.
Receiving Stream/River Basin:
Blue Creek / White Oak
P.
Stream Index Number:
19-8
q.
Classification of Water Body:
"SC;NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The signed and approved Operation and Maintenance Agreement
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 130516
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
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 for inspection and maintenance shall be
maintained via appropriate recorded 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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
12. 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.
13. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. A copy of the approved plans and
specifications shall be maintained on file by the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the permittee or of the project, or a mailing address change, the
permittee must submit a completed and signed Name/Ownership Change Form
to the Division of Water Quality, accompanied by the supporting documentation
as listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130516
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
6. The 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.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8. 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.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 3rd day of June, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 130516.
Handy Mart Highway 53
Stormwater Permit No. SW8 130516
Onslow 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 specifications: .
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 130516
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 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 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 and located 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.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

Permit No.
(M be provided by DWO)
B
W ATf;
h f
NCDENR
G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Handy Man Hwy 53
Contact person
David K. Newsom, PE
Phone number
910 346-9800
Date
17-May-13
Drainage area number
1 and only
II. DESIGN INFORMATION
Site Characteristics
Drainage area
66,435 ry'
Impervious area, post -development
50,290 rye
%Impervious
75.70 %
Design rainfall depth
3.6 in
Storage Volume: Non -SA Waters
Minimum volume required
6,073 tt3
Volume provided
7,447 it'
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume
rya
Pre -development 1-yr, 24-hr runoff
rya
Post -development 1-yr, 24-hr runoff
rya
Minimum volume required
rya
Volume provided
rya
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensify; 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1Of1 vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Fenn SW401-Wet Delentlon Basin-Rev.a-0118112
Y (Y or N)
3.7 in
0.20 (unitiess)
0.72 limitless)
0.15 in/hr OK
0.05 to/sec
0.17 h3/seo
0.12 ft3/sec
28,00 fmsl
27.00 Imsl
fmsl
27.50 hnsl
26.50 fmsl Data not needed for calculation option p1, but OK it provided.
18.50 fmsl
17.50 fmsl Data not needed for calculation option p1, but OK if provided.
1.00 it
N (Y or N)
final
EED�';
MAY 3 0 2013
B'
Pans I. 8 11, Design Summary, Page 1 of 2

i,
Permit No.
(to be proWded by D WO)
1l. DESIGN INFORMATION
Surface Areas
Area, temporary pool
8,217 ft'
Area REQUIRED, permanent pool
5,806 ftZ
SAIDA ratio
8.74 (unitless)
Area PROVIDED, permanent pool, A._,,
6,283 ft`
OK
Area, bottom of 10ft vegetated shelf, A, ram
3,387 ft`
Area, sediment cleanout, top elevation (bottom of pond), Ae .
100 fl`
Volumes
Volume, temporary pool
7,447 ft'
OK
Volume, permanent pool, V.-PW
19,108 113
Volume, forebay (sum of forebays if mom than one forebay)
3,648 ft3
Forebay %of permanent pool volume
19.1% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont $AIDA Table Used?
N (Y or N)
SAIDA ratio
8.74 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21h)
Y (Y or N)
Volume, permanent pool, V.yw
19,108 ft3
Area provided, permanent pool, Ap _pw
6,283 ft'
Average depth calculated
3.04 ft
OK
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
3.0 If
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, A._pw
6,283 ft`
Area, bottom of 1Oft vegetated shelf, Alai_ r
3,387 fe
Area, sediment cleanout, top elevation (bottom of pond), Apy-pe,4
100 ft2
'Depth' (distance blw bottom of 1Oft shelf and top of sediment)
8.00 it
Average depth calculated
ft
Average depth used In SAIDA, d„, (Round to doom to nearest 0.5ft)
ft
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (If circular)
1.00 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Co)
0,03 (unitless)
Driving head (H.)
0.33 it
Drawdown through weir?
N (Y or N)
Weirtype
(unitless)
Coefficient of discharge (C,)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
0.05 ft3/sec
Post -development 1-yr. 24-hr peak flow
0.16 ft3lsec
Storage volume discharge rate (through discharge orifice or weir)
0.01 ft3lsec
Storage volume drewdown time
4.96 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 it
OK
Length of towpath to width ratio
3 :1
OK
Length to width ratio
4.0 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.0 ft
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all mnoft at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump
Forth SW401-Wet Detention Basin-Ray.94118I12
FICEI @Y Er•
al MAY 3 0 2013
BY:
Parts I. & II. Design Summary, Page 2 of 2

Permit
M
III. REQUIRED ITEMS CHECKLIST
(to be provided by D WQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result In a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1. Plans 0" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
p�
- Boundaries of drainage easement.
' U
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
1`
\` `l
-Filter strip.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
eLentire
drainage area is stabilized.
7. The supporting
calculations.
(fin
UynnUnK
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
t4
`
°
9. A copy of the deed restrictions (if required).
%
�xw,�,n u
ll U
ow r-r
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
EGEOVE 1
Form SW401-Wet Detention Basin-Rev.9-4/18/12 . MAY 3 0 2013 Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Dorm SW401-Wet Detention Basin O&M-Rev.4
MAY 3 0 2013 Page 1 of 4
rv:_

Permit
(to be provided by DWQ)
Drainage Area
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
ECEIVE
Form SW401-Wet Detention Basin O&M-Rev.4 NVY 3 0 2013 Page 2 of 4
BY:

Permit N
(to be provided by DWQ)
Drainage Area
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 8.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 55:0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 27.00
22_00 1 Pe manen Pool
--------------- -- Volume Sediment Removal Elevation 18.50
21.00 -fl Min.
---------------------------------------
Sediment Bottom Elevation 17.50
Storage
FOREBAV MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
ECE9VE�
MY 3 0 2013
Page 3 of 4
IEB
Storage

Permit Number:
(to be provided by D{MO)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project narne:Handv Mart - Hwy 53
BAP drainage area number:I and only
Print name:E.J. Pooe- III
Title:Manaeer
Address:1092 N. Breazeale Avenue - Mount Olive - NC 28365
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,
County of
day of /%lay
forgoing wet detention basin
seal, 11�.,
pNuopY4.„
U
SEAL
a Notary Public for the State of
do hereby certify that
personally appeared before me this ,Z f M
2013 , and acknowledge the due execution of the
requirements. Witness my hand and official
My commission expires ' Y t tggQ be r gl 02 7J 1 'l
Form SW40I-Wet Detention Basin O&M-Rev.4 'it U.a6VE it
r.l.y
3 0 2013
BY:
Page 4 of 4

DWQ USE ONLY
Date Received
Fee Paid
zermit Number
5 -30 - Zo / s
I z1ava, 335l/
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
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
1. 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.):
Handy Mart Hwy 53
2. Location of Project (street address):
1476 Burgaw Hwy
City: Jacksonville County:Onslow Zip:28540
3. Directions to project (from nearest major intersection):
From the intersection of NC 24 and NC 53 in Jacksonville, South West on NC 53 approximately 1.1 miles to
Taylor Notion Road, site on left.
4. Latitude:34° 44' 48.7" N Longitude:77* 29' 07' W of the main entrance to the project.
11. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®New []Modification ❑ Renewal w/ Modificationt
tReneroals 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 , its issue date (if known) and the status of
construction: ❑Not Started []Partially Completed* ❑ Completed* *provide a desi<gner'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 DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, n/a and the previous name of the project, if different than currently
proposed,n/a
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):
❑LAMA Major ®Sedimentation/Erosion Control: 1.95 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 ❑Yes
If yes, see S.L. 2012-200, Part Vl: http://portaLncdenr.orgJwebJwq/ws/su/stzdesw/rU les laws
"ECEIVE
MAY 3 0 2013
i
6Y:
Fonn SWU-101 Version06Aug2012 Page I 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 project):
Applicant/ Organization:Judson Pope, LLC
Signing Official & Title:E.I. Pope, III - President
b.Contact information for person listed in item la above:
Street Address:1092 N. Breazeale Avenue
City:Mount Olive State:NC Zip:28365
Mailing Address (if applicable):
City: State: Zip:
Phone: (919 ) 658-6566 Fax: ( )
Email:
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 below.)
2. a. Print Propperty Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person wM owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Onslow County
Point of Contact:George lacey Phone #: (910 ) 989-3072
EICEIV E;
MAY 3 0 2013
BY:
Form SWU-101 Version 06Aug2012 Paget of6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be collected and diverted to a Wet Pond via swales and storm pipes.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Appproval of a Site Specific Development Plan or PUD Approval Date:
ElVafid Building Permit Issued Date:
❑ Other: Date:
b.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 2.51 acres 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`:2.51 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal 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 = 75.7% %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 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
UramageAreal _
rama a rea _
Drainage Area.
rama a Area_
Receiving Stream Name
ue ree
Stream Class
Stream Index Number
-
Iota I Drainage rea s
s
On -site Drainage Area s
s
Off -site Drainage Area s
-
Proposed Impervious Area (sf)
s
Impervious Area (total)
Im ervious Surface Area
ramage Area _
ramage Area _
Drainage Area _
Drainage Area _
n-site m mgs ots s
s
On -site Streets s
-0-
On-site Parking s
s
On -site Sidewalks s
s
tier on -site s
-0-
Future s
s
site s-0-
Existing s
ota s
s
Strewn Class and Index Number can be determined at: htt : wrial.ncdennorg rveb suq[ys/esu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BLIA.
11. How was the off -site impervious area listed above determined? Provide
Form SWU-101 Version 06Aug2012 Page 3 of r1 MAY 3 0 ?013

Projects in Union County: Contact DWQ Central Ojftce staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I5A NCAC 02B .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 http [ portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available fromhttp://2ortal.iicdenr.org/web/wq/­ws/su/statesw/­forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at litt]2://portal.iicdenr.org/web/wq/ws/su/maps.)
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://portai.ncdenr.ory/web/wo/ws/su/statesw/`forms_docs.
Initials
1. Original and one copy of the Stormwa ter 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
littp://www.envhelp.org/paages/onestopexpress.html 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
receiving stream drains to class SA waters within 16 mile of the site boundary, include the't
mile radius on the map.
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 MHW 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 waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
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).
ff
p. Vegetated bu ers (where required). Cpp p
AMAY 3 0 2013
By.
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify x,Q/
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" 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 D WQ to verify the SHWT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: 3627 Page No: 824-827
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 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.
"ttt )://www.secretary.state.nc.us/Corporations/CSearch.aspxx
VH. 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
htip://portal.ncdenr.org/web/`wq/ws/­su/­statesw/`forms docs. 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 DWQ, and that they will be recorded prior to the sale of any lot.
Vill. 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 K. Newsom, PE
Consulting Firm: Crystal Coast Engineering, PA
Mailing Address:205-3 Ward Road
City:Swansboro State:NC Zip:28584
Phone: (910 ) 325-0006
Email:[e-mail]
Fax: (910 ) 325-0060
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that 1
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in (ntnet Information, item la) with (print or type name o organization listed in
Contact Information, item la) to develop the project as current y Proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 of 6
rMA
EIVEY 3 0 2013
BY:

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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ 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. 1 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.
Signature: Date:
a Notary Public for the State of
do hereby certify that
before me this _ day of
. County of
personally appeared
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
1, (print or type name of person listed in Contact Information, item 1a) E.I. Pope, 1I1
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 2H .1000 and any other applicable state stormwater requirements.
Signature: Date:
a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
n
MAY 3 0 2013
FormSWLI-101 Version06Aug2012 Page 6of6

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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ 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.
Date:
a Notary Public for the State of 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 hlpe name of person listed in Contact Infannahon, item 1a) E.T. Pope. III
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::4�s
mwate r�ulless under 15 C 21-I.1000 and any other applicable state stormwater requirements.
Signature: c'I5&L �� Date: `.1
I, a Notary TPublic for- State of County of
�oto rit do hereby certify that -\ k15Am T� ( personally appeared
uh
before me this%raay of �2 0 ] and a owledge the due o cution of the application for
�'
a stormwater permit Witness my hand and official seal,
ST(J
0�a01ARY
Form SWU-101 Version 06Aug2012
SEAL
My commission expires idw'nLr
EIVE-i
Page 6 of 6
MAY 3 0 2093
BY:

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
057
06.05 16:51
:n 919103250060
8
06.05 16:51
06.05 16:52
8
OK
TIME
FAX NO.1
NAME
`SUCCESSFUL TX NOTICE`
06-05-2013 16:52
Pnr AT GNry, Governer
Stnte or North CnroRna
Rep. �m eat o! @,rvbenment wn,l Natural Rerou roar
FVnmin Qlnn Ra"t—om. Orrlce
FAXC ]MnSHEET Is-- Flvrlu-u. Secretary
Dare:
Co:
Pax!
Z-7 -
/�O—_3Z'—l%Oli
Prom: Jn_L'
Phone: [phone]J336
Pax:
!17 Ca,A inel Orive Ftx rensin.. Nc ..B Ott a (9i"I In ri_ l2! 3 a p. Cquel OOp o•N^Iry AMnnnliva Aorion Employe,

• State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAXCOVEI2SHEET John ESkvarla III, Secretary
Date: O — 5 3 No. Pages (excl. cover):
3.0 // i G/ /l/E�s i Front: Jo Casmer
Co / Phone: [phone]
�/
Fax: �//d -3z� - 2e2 /l Fax: [phone]
Re:
127 Cardinal Drive L'xtension, Wilmington, NC 28405 o [phone] o An Equal Opportunity Affirmative Action Employer

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
i
13.0. BOX 1685
JACKSONVILLE, NC 28541
OFFICE: [phone] FAX: [phone]
E-MAIL: bettvb(rdjlpnexom
Or briani nad1pnexorn
TO: Ms. Janet Russell
N.C. Department of Environment and Natural
Resources — Department of Stormwater
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
DATE:
May 30, 2013
A17EN 'ION:
Ms. Jwiet Russell
Re:
Handy Mart —N.C.I fighway 53-Jacksonville, NC
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of plans
2
Stormwater applications with calculations
1
Check in the amount of $4,000.00
2
Narrative
1
Copy of Deed of Record
1
Request for Express Permit Review
1
Copy of Articles of Organization
1
Copy of Annual Report
91�1 SIGNED: all
�:7

PROJECT:
Handy Mart - NC 53
CRYSTAL COAST ENGINEERING, PA
tc = 5 mins
205-3 WARD ROAD, SWANSBORO, N.C. 28584
110 =
7.5
PHONE: [phone] - FAX: [phone]
C =
0.8
BUSINESS LICENSE #: C-2553
INCR.
INCR.
TOTAL
TOTAL
OUTLET
PIPE
AREA
Q10
AREA
Q10
DIAMETER
LENGTH GRADE VELOCITY ZONE LE
A
0.31
1.86
0.31
1.861
12"
66 0.65%
B
0.14
0.84
0.45
2.70j
15"
185 0.65%
C
0.13
0.78'
0.58
3.481
15"
44 0.65%
D
0.05
0.30'
0.63
3.78'
15"
64 0.65%
E
0.24
1.441
0,87
5,22
18"
64 0.65% 5.5 2
F
0.14
0.84
0.14
0.84
10"
64 4.00% 6.4 2
G
1.54
9.24
1.54
9.24
15"
34 3.00% 8.5 2
H
0.12
0.72
0.12
0.72
18"
68 0.50% 5.0 2
1
0.17
1.02'
0.17
1.02
18"
68 0.50% 5.0 2
9'
5'
CI"B" Stone
6'
3'
CI"B" Stone
25'
14'
CI"B" Stone
9'
5'
CI"B" Stone
9'
5'
CI"B" Stone

I
Design Calculations
Stormwater Treatment Facilities
for
Handy Mart - NC 53 & Maplehurst Road
located In
Onslow County
1. PROJECT DESCRIPTION
The Project consists of proposed convenience store and associated sitework.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious -
b. Compute Pond Surface Area
46,290 0
K,
Total
9,941 SF
0 SF
33,623 SF
2,726 SF
0
0
46,290 SF
0 SF
0 4,000 4,000
46,290 4,000 50,290 SF
0.757 or 75.7 %
66,436 SF
Using Surface Area to DE2!9992 Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming �104 1 foot pond depth:
SAIDA = 8.74 % (interpolated - Select from Highlighted Cell in SAIDA)
Therefore:
Surface Area = SAIDA x Drainage Area
5,806 SF sayg SF
must be > 5,806 SF
1 1 IECEIVE,
1, Kll 3 0
BY:

c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Min Length = 131.98 feet
Min Width = 43.99 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length = 1,660 feet
so, Hydr. Width (a) 37.8 feet (avg)
Actual L/W = 4.4 (irregular shape)
3. DETERMINE REQUIRED STORAGE VOLUME
Based on required rainfall depth:
Design Rainfall Depth _5jinches
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.731 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 6,073 CF
Based on Q1/24 Post Development less Q1/24 PreDevelopment
PreDevelopment Runoff
1-yr, 24 hour rainfall depth ;! 3'65' in
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.050 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area NOT APPLICABLE
Runoff Volume = 1,010 CF
Post Development Runoff
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.731 in/in
1ECESVE
MAY 3 0 2013
BY:

Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 14,777 CF
Post Development Q1/24 - PreDevelopment Q1/24 = 13,767 CF
Controlling Storage Volume =
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
5. DETERMINE ORIFICE SIZE
6,073 CF
;.,
sayer;,; "'`4'4;7CF
Must be > 6,073 SF
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D=(Q/0.026(h)s).6
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
0.025 cfs
h= D / 3
= 0.30
Solving for D:
D = 1.32 Use 75b " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.014 cfs
Draw Down Period days OK, < 5.0
6. SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Q 10 flow < or + to FTT25.7Feet
Using Rational Formula (Q=CIA) where:
Cimper =
Cpery =
q>' KAY 3 0 2013

Ccum = 0.72
110 = 750 in/hr
A = 1.53 ac
Q10= 8.21 cis
Using Francis Formula (0=3.01-1-1''S) to solve for L such that H = 2.25 Feet
Min L = 0.811 Linear Feet
Usef. 2 Linear Foot Weir
Use 5 Square Precast Structure
7. DETERMINE Q10 STAGE
Q10= 8.21 cis
From Routing Analysis, H10 =
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Cimper=
0.9
Cpery =
0.2
Ccum =
0.72
1100 = 9.50 in/hr
A =
1.53 ac
Q100 = 10.40 cfs
From Routing Analysis, H100 =
9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/(Cw x L))Zr3
where: Q = Q100 10.40 cfs
Cw = 3.0
Length =F7777TWfeet
H = 0.24 feet
ESi EIVE11
KAY 3 0 2013
6Y:

10.FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg
|noc
|onc
Main Bay Volume:
Elevation
Area (SF
Depth (FT)
Vol.(CF)
Pond Bottom00
Bottom Vag Shelf
1'080
8.00
10,436
Normal Pond
8
4.049
0.50
2.025
Main Bay Volume
15,401CF
Forebay Volume:
Elevation Area
(SF)
Area (SF)
Depth (FT)
Vol (CIF
Pond Bottom
Nn,nna|Pnnd
27.00
730
5.00
3,648
FnrobayVo|unoe=
3'048CF
Total Pond Volume =
19.108CF
Total Pond Area =
0,203GF
PnrebayVolume equates to ofTotal Volume
Must bo>10%and «22%
Average Pond Depth = 3.04feo1
Compare toassumed Depth�feet
Temp. Storage Volume:
Elevation
Area (SF)
Area (SF) Depth (FT) Vol (CF
Nonno|Pund
27.00
6,283
Top Shelf
27.50
7044
8.004 0.50 3'482
Temp. Pond Level
7,031 0.50 3.905
Temporary Level should ba
47.00
or greater
Temp. Pool Volume =
7,447CF
11. SUMMARY
Pond Elevations:
13,436
15,461
3'482
7,447
Relative Actual
Top Berm (noininouno) 11.17 20.43
*= 0.24
100'Yr.3\orno 10.93 28.43(onnorg.weir e|ov)
*/oo=/.fo
10'Yr.Sto,no 10.80 28.30
*/o=/.3o
Temp Storage 8.50 20.VV(primary weir e|ov)
storage depth =/.00
��F�������
�n°~nwp��mn�m�.
'
f4�� �� �M|�
ro^./+w�",v
�� ��

Permanent Pool
pond depth = 8.50
Pond Bottom
12. WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 66,435 sf
Impervious Area 50,290 sf
% Impervious 75.7 %
Design Rainfall Depth 1.5 in
Storage Volume
Min. Volume Required 6,073 cf
Volume Provided 7,447 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth
3.65 in
Rational C, predevelopment
0 2�
Rational C, post development
0.72
Rainfall Intensity 1 yr 24 hr
0.15 in/hr
Pre Dev Q1(24 hour)
0.05 cfs
Post Dev Q1 (24 hour)
0.17 cfs
Pre/Post Flow Control
0.12 cfs
Basin Elevations
Basin Bottom Elevation 17.50 feet (Elev)
Sediment Cleanout Elevation 18.50 feet (Elev)
Permanent Pool Elevation 27.00 feet (Elev)
Temporary Pool Elevation 28.00 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
8.74
Surface Area Required
5,806 sf
Surface Area Provided
6,283 sf
Permanent Pool Volume
19,108 cf
Average Depth
3.04 feet
Forebay Volume
3,648 cf
Forebay % of Total Volume
19.1 %
Temporary pool Area
8,217 sf
Drawdown Calculations
Drawdown Time
Discharge Rate
Pre Dev Q1(24 hour)
Post Dev Q1 (24 hour)
4.96 days
0.014 cfs
0.05 cfs
016 cfs
8.50 27.00 (invert out elev)
0 18.50
ECESVE F.
MAY 3 0 2013
BY:

Additional Information
Diameter of orifice
1.00 in
Design TSS Removal
90 %
Basin Side Slopes
3 :1
Vegetated Shelf Slope
10 :1
Vegetated Shelf Width
10 ft
Length to Width Ratio
4 :1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Drain Mechanism
Pump
MAY 3 0 20B
BY:

Stormwater Treatment Narrative
Handy Mart Hwy 53
Judson Pope, LLC wishes to construct a convenience store/gas station (with associated
sidewalks and parking) on a 2.51 acres tract located at the intersection of Hwy 53 and
NCSR 1130 (Maplehurst Rd.) in Jacksonville Township, Onslow County. The proposed
Stormwater Treatment Facilities (Wet Detention Basin) will treat runoff emanating from
the proposed project including 4,000 sf of impervious for development and has been
sized accordingly.
The project site is located in the White Oak River basin. Currently, most runoff naturally
drains to the northwest towards Blue Creek (SC;NSW — 19-8) and to a roadside DOT
Swale. No coastal wetlands are onsite. The site is gently sloped (0.6%-1.5% slopes).
The proposed development activities are high density (percent impervious > 24%);
therefore, stormwater treatment facilities are required. The attached Stormwater Plan
includes a wet detention basin to be located at the Northeastern section of the site. This
pond has been designed to meet the Coastal Stormwater Rules, and according to current
BMP Manual Specifications. The stormwater pond has been designed with a connected
forebay and main pond. Runoff from the new impervious surfaces will be diverted to the
forebay of the proposed wet detention basin via a storm drain inlet / underground piping.
Treated stormwater will exit the main pond via the outlet structure/18" outlet pipe and out
on the natural grade.
Development on this site will disturb approximately 1.95 acres — the owners will pursue
the Erosion / Sedimentation Control Permitting through the conventional (not express)
route. Wastewater is to be collected and treated in a proposed onsite septic system.
Water supply is by ONWASA.
A turn lane will be required for the entrance on NC 53.
CFIVF�
P^AY 3 0 202
BY:

PITTMAN SOIL CONSULTING
Owner:
JUDSON POPE LLC
Address:
1476.BURGAW HWY
Location:
BESIDE SW HIGH SCHOOL
„'ECEIVE
SOIL BORING LOCATIONS
12f MAY 3 0 20A

ctt�na-n- �' orG Vc/�%lu�tca
1073-1 Gregory Fork Road
Richlands, NC 28574
Phone [phone]
Fax [phone]
pittmai?[e-mail]
May 16, 2013
John L. Pierce Surveying
409Johnson Blvd
Jacksonville, NC 28540
Ref: EJ Pope Hwy 53
Dear Mr. Pierce,
A soil evaluation was conducted on the above referenced tract to determine the sites
suitability for storm water treatment. The current laws and rules of NC was used as guide
for this evaluation.
Hand Auger borings on the site were used to characterize the soil texture, infiltration rate,
and depth to SH WT. The borings were conducted in the proposed storm water device
and are as follows:
BORING
1
DEPTH
(IN)
TEXTURE
STRUCTURE
MINERALOGY
MATRIX
0-12"
SL
GR
NS. NE
2.5Y 4/3
12-24"
LS
GR
NS. NE
2.5Y 6/4
24-28"
SL
SBK
NS. NE
2.5Y 614
28-60"
LS
GR
NS. NE
10YR 516
BORING
2
DEPTH
(IN)
TEXTURE
STRUCTURE
MINERALOGY
MATRIX
0-14"
SL
GR
NS. NE
2.5Y 413
14-24"
SL
GR
NS. NE
2.5Y 614
24-30"
SL
SBK
NS. NE
2.5Y 614
30-42'
SL
SBK
NS. NE
10YR 5/6
42-60"
LS
GR
NS. NE
2.5Y 613
MOTTLES MOTTLES SHWT
28"
10YR 5/8 2.5Y 611
2.5Y 6/1 2.5Y 6/4
MOTTLES MOTTLES SHWr
30"
10YR 5/6 2.5Y 611
2.5Y 614 2,5Y 5/1
CEIVE'
MAY 3 0 2013

If you have any questions please feel free to contact me at 910-330-2784. Thank You.
Sinc/aywood
R I Pittman II
NC Licensed Soil Scientist
EcCE9VE
MAY 3 0 2013 '

(Pace 1 off 4)
Doc
to: WW 9050720004 TV
Doc ID: 0o(IOa072000e TVPe• CAP
FaeoNeta•i071281120 1.81
1 08:38:3] NI
of 4
Pevanue Tax: $437.00
onslov 0oun1V ao
Rebecca L. Poherd R.A. of Deeds
e,3627 Po824-827
This deed presented to
The Qtyslpw, GaTaxpig . J
Date DEED
Parcel: 029767
Revenue Stamps: $437.00
❑ If checked, the property includes the primary residence of the party of the first part.
(N.C. Gen. Stat. § 105-317.2)
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
nHS DEED, made and entered into this the _ day of 0,4 2011
by and between EJP IH REAL ESTATE ONE, LLC, party of the first part (the 1dress of the
party of the first part is: Post Office Box 649, Mount Olive, NC 28365); and
JUDSON POPE LLC, party of the second part (the address of the party of the second part is:
Post Office Box 649, Mount Olive, NC 28365).
WITNESSETH:
That the party of the first part in consideration of the sum of Ten and No/100
Dollars ($10.00) and other good and valuable considerations to said party paid by the party of the
second part, the receipt of which hereby is acknowledged, has bargained and sold and by these
presents does bargain, sell and convey unto the party of the second part, said party's successors
and assigns, the following described property, to wit:
Prepared by Ward and Smith, P.A., 1001 College Court (28562), Post Office Box 867, New
Rem, NC 28563-0867
Please return to Ward and Smith, P.A., 1001 College Court (28562), Post Office Box 867, New
Bem, NC 28563-0867
Attention: C. H. Pope, Jr.
No opinion on title is rendered by Ward and Smith, P.A., without a separate written opinion on
title from Ward and Smith, P.A.
e
V,;,Y 3 0 20B
t'
Book: 3627 Page: 824 Page 1 of 4
Hook: 3627 Page: 824 Sag:

(Papa 2 of` 4)
All that certain tract or parcel of land lying and being situate in
Jacksonville Township, Onslow County, North Carolina, and being
more particularly described as follows:
A fifty-two percent (52%) undivided interest in and to the property
described by Exhibit A attached hereto and incorporated herein by
reference.
This conveyance is made subject to easements of record or on the
ground, restrictive covenants of record, and ad valorem taxes for
the current year, which taxes the party of the second part, by
accepting this deed, agrees to pay.
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thereunto belonging to the party of the second part, said party's successors and assigns forever.
And the party of the first part covenants that said party is seized of said property
in fee and has the right to convey same in fee simple; that the same is free from encumbrances
except any encumbrances or restrictions mentioned above and that said party will warrant and
defend the title to the same against the lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the party of the first pan has caused this
instrument to be executed under seal and in such form as to be binding, this the day and year first
above written.
FJP III R`EAL ESTATE
f[`-
O,�JN,,E, LLC (SEAL)
L
By: 't`I
E. Judson Pope, III, Member/Manager
�'=��BVE
t-',Z 3 0 2013
i.
Book: 3627 Page: 824 Page 2 of 4
Book: 3627 Page: 824 aeq:

(Pave 3 of% 4)
STATE OF Ale -
COUNTY OF .>w/G
I certify that the following person personally appeared before me this day, acknowledging to me
that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated
therein: E. Judson Pope, 111.
Date: 7 ?•_ //�..!
Signaary or�rary Public
Nutarfs printed or typed name
My commission expires: -'V- /9-/G
�DtaR'r
sear within this box.
ND: 4826-7395-6106, v. 1
3
ECEI @B' E
MAY 3 0 2013
BY:
Book: 3627 Page: 824 Page 3 of 4
Book: 3627 Page: 824 seq: 3

(Page a or a)
Exhibit A
All that certain tract or parcel of land lying and being situate in
Onslow County, North Carolina, and being more particularly
described as follows:
Beginning at an iron stake set in the northern right of way line of
N.C. Highway 53 (Burgaw Higbway) (IW R/W), said iron stake
being located the following courses and distances from N.C.G.S.
Monument "Taylor" bearing grid coordinates N=365,304.8927 and
E=2,453,875.807, NAD 83: North 67*11'27" East 1,462.83 feel
(grid distance) to N.C.G.S. Monument "Hemby" bearing grid
coordinates N=365,871.9027 and E--2,455,224.072, NAD 83 and
thence North 41000'38" East 390.95 feet (grid distance) to the
point of beginning. The point of beginning bears grid coordinates
of N=366,166.9092 and E=2,455,480.6126. The point of
beginning is the southernmost comer of the property herein
described and conveyed. Thence from said point of beginning so
located North 53051'20" West 194.78 fed to an misting iron stake
in the centerline of Old Cummings Branch; thence along and with
the centerline of Old Cummings Branch the complement of the
following courses and distances: North 19' 16'21" East 98.91 feet
to an existing iron stake, North 2802529" East 80.92 feet to an
existing iron stake, North 31 °20'57" East 86.70 feet to an existing
iron stake, North 2r43128" West 35.12 feet to an existing iron
stake and North 26"2934" East 50.31 fed to an existing iron stake;
thence North 17023'59" East 97.68 fed to an existing iron stake
(Note, the property line is the centerline of Old Cummings Branch
as h meanders); thence South 48°3533" East 370.89 feet to an
existing iron stake in the northern right of way line of N.C.
Highway 53; thence along and with the northern right of way line
of N.C. Highway 53 South 46"04'31" West 393.36 fed to the point
of beginning.
The above description being taken from a survey entitled
"Prepared for Judson Pope LLC and EJP Ill Real Estate One,
LLC" by John L. Pierce & Associates, P.A. dated August 19, 2010.
The above described property being the same property conveyed to
Judson Pope LLC and EJP III Real Estate One, LLC by deed
recorded on August 31, 2010 in Book 3464, Page 229 in the office
of the Register of Deeds of Onslow County,
tv r.o L €1 Q8 E
s KAY 3 0 20113
I;Y:__
Book: 3627 Page: 824 Page 4 of 4
Book: 3627 Page: 824 Beg:

SOSID: 774365
Date Filed: 3/29/2005 3:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200508700009
ARTICLES OF ORGANIZATION
OF
JUDSON POPE LLC
1, the undersigned, hereby do make and acknowledge these Articles of
Organization for the purpose of forming a limited liability company under and by virtue of the
law of the State of North Carolina, as contained in Chapter 57C of the General Statutes of North
Carolina, entitled "North Carolina Limited Liability Company Act," and to that end hereby do set
forth:
The name of the limited liability company is "Judson Pope LLC."
2. The period of duration of the limited liability company shall be perpetual.
3. The name and address of the organizer executing these Articles are:
Name
Address
Gregory T. Peacock PO Box 867
New Bem, NC 28563
4. The street address of the initial registered office of the limited liability
company is 1092 N. Breazeale Avenue, Mount Olive, Wayne County, NC 28365; the mailing
address of the initial registered office of the limited liability company is PO Box 649, Mount
Olive, NC 28365; and the name of the initial registered agent of the limited liability company at
such address is E. J. Pope, III.
The street address of the principal office of the limited liability company is
1092 N. Breazeale Avenue, Mount Olive, Wayne County, NC 28365 and the mailing address of
the principal office of the limited liability company is PO Box 649, Mount Olive, NC 28365.
6. Except as provided in N.C.G.S. § 57C-3-20(a), members of the limited
liability company shall not be managers of the limited liability company by virtue of their status
as members.
These Articles of Organization shall be effective upon the filing of same
by the North Carolina Secretary of State.
'.
MAY 3 0 2013
BY:

IN TESTIMONY WHEREOF, the undersigned has executed this instrument, this
the 23rd day of March, A.D. 2005.
Prepared by and return to:
Gregory T. Peacock
For the firm of
Ward and Smith, P.A.
1001 College Court
PO Box 867
New Bern, NC 28563-0867
Telephone: [phone]
Facsimile: [phone]
NBMAIN\626260\I
Gregory . Peacock r nizer
2
i
i
V'AY 3 0 2093
E,'a,

North Carolina Secretary of State
Page 1 of 1
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 5/29/2013
Click here to:
View Document Filings I File an Annual Report
J Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report I
Corporation Names
Name
Name Type
NC JUDSON POPE LLC
LEGAL
Limited Liability Company Information
SOSID:
0774365
Status:
Current -Active
Effective Date:
3/29/2005
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
POPE, E. J., III
Office Address:
1092 N. BREAZEALE AVENUE
MOUNT OLIVE NC 28365
Mailing Address:
P.O. BOX 649
MOUNT OLIVE NC 28365
Principal Office
Office Address:
1092 N. BREAZEALE AVENUE
MOUNT OLIVE NC 28365
Mailing Address:
P.O. BOX 649
MOUNT OLIVE NC 28365
Officers
Title:
MANAGER
Name:
E. JUDSON POPE III
Business Address:
1092 N. BREAZEALE AVENUE
MOUNT OLIVE NC 28365
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB).system.
G y MAY 3 0 2013
�i
to
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7719376 5/29/2013

Betty Bullock
From: Judson Pope [[e-mail]
Sent: Wednesday, May 29, 2013 3:10 PM
To: Betty Bullock
Subject: Permits for Hwy 53 and Maplehurst
John,
This letter will serve as authorization for you (John Pierce and Associates) to serve as our agent to
secure our permits, NCDOT, Storm water retention, septic, building permits, etc) for Preps, Inc. at the
above property.
Thanks for all your help.
Judson
EOEIVEJ
MAY 3 0 2013 I'
BY:

Russell, Janet
From: Pascal Pandosy [[e-mail]]
Sent: Tuesday, May 21, 2013 11:26 AM
To: Russell, Janet
Subject: RE: Handy Mart Hwy 53 - Express Stormwater
Attachments: Site plan.pdf; SW Narrative Express.pdf
Janet,
I spoke with the surveyor and he said that his crew wasn't able to locate any top of the bank as the branch is basically a
narrow ditch. To be safe, I added a 52 feet buffer off of the centerline of the ditch/branch. I also revised the narrative.
Thank you.
Pascal.
From: Russell, Janet rmailto:janet.russellCcbncdenr.gov]
Sent: Tuesday, May 21, 2013 9:07 AM
To: Pascal Pandosy
Subject: RE: Handy Mart Hwy 53 - Express Stormwater
Pascal,
The stormwater plan must show the surface waters of Old Cummings Branch along with the top of bank and the
required 50' buffer from the top of bank. All of this must be labeled on the plans. Also, your project narrative says
you're designing to the Phase II rules. It is the Coastal Stormwater Rules that are currently in effect.
Thanks,
Janet
Janet M. Russell, NC DENR
Environmental Assistance
910 796-7302
Please complete the DENR Customer Service Survey by May 31 to give us feedback on how we
are doing and how we can improve:
https://www.surveymonkey.com/s/2013DENRCustomerService
Please contact [e-mail] if you have problems accessing the survey.
Emails to and from this address are subject to the public records law and may be disclosed to a third party.
From: Pascal Pandosy [mailto:pascalcce(c)bizec.rr.com]
Sent: Tuesday, May 21, 2013 7:35 AM
To: Russell, Janet
Subject: RE: Handy Mart Hwy 53 - Express Stormwater
Good morning Janet,
There will be no impacted wetlands as I suspected. I have revised the site plan and shaded the wetlands area for clarity.
Let me know if you need anything else.
Pascal
From: Russell, Janet [mailto:janet.russellCalncdenr.00vl
Sent: Monday, May 20, 2013 11:09 AM
To: Pascal Pandosy
Subject: RE: Handy Mart Hwy 53 - Express Stormwater

Pascal,
Is Mr. Pittman asking for COE permission to put the rip rap outlet structure in the wetlands? Or am I looking at the site
plan wrong?
Janet
Janet M. Russell, NC DENR
Environmental Assistance
910 796-7302
Please complete the DENR Customer Service Survey by May 31 to give us feedback on how we
are doing and how we can improve:
https://www.surveymonkey.com/s/2013DENRCustomerService
Please contact [e-mail] if you have problems accessing the survey.
Emails to and from this address are subject to the public records law and may be disclosed to a third party.
From: Pascal Pandosyfmailto:oascalcce(albizec.rr.com]
Sent: Monday, May 20, 2013 7:13 AM
To: Russell, Janet
Subject: Handy Mart Hwy 53 - Express Stormwater
Good morning Janet,
Our client would like to go express with this project.
Just let me know if you need anything else.
I don't think they have the permit for the wetlands yet but Haywood Pittman is working on it.
Thanks
Pascal G. Pandosy
Crystal Coast L'ngineering, PA
205-3 Ward Road
Swansboro NC 28584
(ph)910-325-0006
(mob)910-389-2855
(fax) 910-325-0060
3

Russell, Janet
From:
Pascal Pandosy [[e-mail]]
Sent:
Monday, May 20, 2013 7:13 AM
To:
Russell, Janet
Subject:
Handy Mart Hwy 53 - Express Stormwater
Attachments:
Site plan.pdf; SW Narrative Express.pdf; Vicinity map.pdf; usgs map.pdf; REQUEST FOR
EXPRESS form FINAL 2011.pdf
Good morning Janet,
Our client would like to go express with this project.
Just let me know if you need anything else.
I don't think they have the permit for the wetlands yet but Haywood Pittman is working on it.
Thanks
Pascal G.Pandosy
Crystal Coast Engineering, PA
205-3 Ward Road
Swansboro NC 28584
(ph)910-325-0006
(mob)910-389-2855
(fax) 910-325-0060
EGERVE-
MAY 2 0 202
BY:

e
f

.,
a tki Mi
Sig

Q�A North Carolina Department of Environment and
`'�•1 Natural Resources
NCDENR Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review.
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity m
package of the project location. Please include this form in the application package.
For DENR Use ONLY
Renewer ��
Subma: -30
Time: q : 3i1
Confirm: s- Z-J
Call and Email the
• Asheville Region -Alison Davidson 828.296.4698;alison.davidson(dncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leeidncdenc.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235.2107 or patrick.arogan(0),ncdenr.gov
• Washington Region -Lyn Hardison 252.948.3842 or Ivn.hardison(ftcdenrgov
• Wilmington Region -Janet Russell 910.796.7302orjanet.russell(cbncdenrgov
• Wilmington Region -Cameron Weaver 910.796.7303orcameron.weaver(dncdenrgov
NOTE: Project application received after 12 noon will be stamped in the following work day
form to the
Permits of Request
SW _
SW_
SW_
SW _
SW
Project Name: HANDY MART HWY 53 County: ONSLOW ; 15 _ 10 •,
Applicant: E.J. POPE, III Company: E.J. POPE & SON. INC
Address: 1092 N. BREAZEALE AVE. / PO BOX 649 City: MOUNT OLIVE, State: NC Zip: 28365-_
Phone: [phone], Fax: _ _ Email:
Physical Localion:1476 BURGAW HWY
Project Drains into BLUE CREEK waters - Water classification SC:NSW (for classification see-htti):Ilh2o.enr.state.nc.us/bims/reports/reportsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORIN waters? N, within''/2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N t,
Engineer/Consultant: DAVID K. NEWSOM, PE Company: CRYSTAL COAST ENGINEERING, PA 1EC E' V E
Address: 205 WARD RD. # 3 City: SWANSBORO, State: NC Zip: 28584-_
Phone: [phone], Fax: [phone], Email: [e-mail] MAY [ 0 2013
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _ # of stream calls - Please attach TOPO map marling the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear it or _acres)
[I Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooing and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No
Received from US ACOE ❑ Yes ® No
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ® No Permit
_ For DENR use only
Fee Splitformultipleperrrllta: (Check/ 1 Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance ( Maj; ❑ Min)
$
SW ( HD, LD, U Gen)
$
401:
$
LOS
$
Stream Deter—
$
NCDENR EXPRESS June 2011

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VICINITY MAP - NOT TO SCALD

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1476 Burgaw Hwy. Jacksonville. NC 28540. USA G �,
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