SW8120801_HISTORICAL FILE_20120807

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STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 120 $ 01
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
1$ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
j o ki 02 01
YYYYMMDD

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V \ DE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P E
Governor Director
August 7, 2012
Harold C Morton and Kavi E Morton, Owners
199 Country Club Blvd
Jacksonville, NC 28540
Subject State Stormirater Management Permit No SW8120801
Morton Commercial Tract
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr Morton
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Morton
Commercial Tract on August 3, 2012 Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H 1000 and Session Law 2008-
211 We are forwarding Permit No SW8120801 dated August 7, 2012, for the construction, operation and
maintenance of the BMP's and built upon areas associated with the subject project
This permit shall be effective from the date of issuance until August 7, 2020 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 stormwaler 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 1508 of the North Carolina General Statutes and must be filed with the OAH within thirty
(30) days of receipt of this permit You should contact the OAH with all questions regarding the filing fee (if a filing
fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh NC 27699-6714, or via
telephone at 919 431 3000, or visit their website at www NCOAH corn 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 Chris Baker, at (910)
796-7215
Sincerely
s�
or Charles W dd, P E , Director
Division of Water Quality
GDS/ csb S IWQS\Stormwater\Permits 8 Projects\2012\120801 HD\2012 08 permit 120801
cc David K Newsom, P E, Crystal Coast Engineering, P A
Onslow County Budding Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405 One
Phone [phone] \ PAX 910-350-2004 \ DENR Assistance 1 877 623-6748 North Carols la
Internet w nmaterquality org 'Al—C. //, ,

State Stormwater Management Systems
Permit No SW8 120801
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Harold C Morton and Kavi E Morton
Morton Commercial Tract
Gum Branch Road, Richlands, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond(s) in compliance with the
provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter collectively referred
to as the "stormwater rules') 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 August 7, 2020, and shall be
subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff
as described in Section 18 on page 3 of this permit The stormwater control has been
designed to handle the runoff from 258,798 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 175,000 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
7 The following design criteria have been provided in the wet detention pond and must
be maintained at design condition
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 120801
a
Drainage Area, ?cres
953
Onsite, ft
415,155
Offsite, ft2
N/A
b
Total Impervious Surfaces, ft2
258,798
Onsite, ft
83,798
Offsite, ft2
175,000
c
Design Storm, inches
1 5
d
Average Pond Design Depth, feet
45
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMSI�
330
Permanent Pool Surface Areq, ft
21,218
h
Permitted Storage Volume, ft
32,370
1
Temporary Storage Elevation, FMSL
3535
J
Pre-dev 1 yr-24 hr discharge rate, cfs
022
k
Controlling Orifice
2" 0 pipe
I
Orifice flowrate, cfs
007
m
Permitted Forebay Volume, ft3
19,615
n
Fountain Horsepower
1/4
o
Receiving Stream/River Basin
UT to New River / White Oak
p
Stream Index Number
19-(1))
q
Classification of Water Body
"C,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 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 1/4 horsepower
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 120801
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
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 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 protect 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 120801
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 protect in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit
3 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 7th day of August, 2012
NO H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ChariesNVakild, P erector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 120801
Morton Commercial Tract
Stormwater Permit No SW8 120801
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 120801
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

�— DWQ USE ONLY
D t eived
go Fee Paid
Permit Nu ber
4
277
`/1
Applicable Mle0 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 Mgmt 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
I GENERAL INFORMATION
1 Project Name (subdivision facility, or establishment name - should be consistent with project name on plans,
specifications letters operation and maintenance agreements, etc )
Morton Commercial Tract
2 Location of Project (street address)
NCSR 1308 (Gum Branch Road) @ NCSR 1316 (Rhodestown Road)
City Richlands Township County Onslow Zip 28574
3 Directions to project (from nearest major intersection)
From the intersection of NC 24 and US 17 in lacksonville, north on US 17 approx 15 miles to Gum Branch
Road, left on Gum Branch Road approx 7 9 miles, site on left
4 Latitude 340 51 15 4 N Longitude 770 29' 10 5" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ®New ❑Modificahon
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 designer s certification
2 Specify the type of project (check one)
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application list the stormwater project number, if
assigned and the previous name of the project if different than currently
proposed
4 a Additional Project Requirements (check applicable blanks information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major ESedunentation/Erosion Control 4 i. 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
' R rCEIVED
AUG 0 05 2012
Form SWU 101 Version 07Jun2010 Page 1 of 6 i

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 Harold C Morton and Kavj E Morton, Ir
Signing Official & Title Harold C Morton and Kavi E Morton, owners
b Contact information for person listed in item la above
Street Address 199 Country Club Blvd
City Jacksonville State NC Zip 28540
Mailing Address (if applicable)
City State
Phone [phone] Fax
Email
Zip
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 Property Owner s name and title below if you are the lessee purchaser or developer (This is the
person who 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
Mailing Address (if applicable)
City
Phone ( 1
Email
State
State
Fax
Zip
Zip
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
Phone ( 1
Email
4 Local junsdiction for building permits
Point of Contact
State
Fax ( )
Phone #
Form SWU 101 Version 07Jun2010 Page 2 of 6
Zip
�TiJVED
AUG 00 2012
_1Y

IV PROJECT INFORMATION
1 In the space provided below briefly summarize how the stormwater runoff will be treated
Stormwater emanating from the project will be collected, diverted and treated in a wet detention pond
2 a If claiming vested rights identify the supporting documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUD Approval Date
❑ Valid Budding Permit Issued Date
❑ Other Date
b If claiming vested rights identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW —1995 ❑ Ph Il — Post Construction
3 Stormwater runoff from this project drams to the White Oak (New River) River basm
4 Total Property Area 9 74 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` 9 74 acres
Total project area shall be calculated to exclude the followin 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 = 61 %
9 How many drainage areas does the project have71 (For high density, count 1 for each proposed engineered
stormwater BMP For low density and other projects use I for the whole property area)
10 Complete the following information for each drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project attach an additional sheet with the information for each area
provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
UT of New River
Stream Class *
C NSW
Stream Index Number *
19-(1)
Total Drainage Area (so
415,155 sf
On -site Drainage Area (so
415,155 sf
Off -site Drainage Area (so
-0-
Proposed Impervious Area** (so
258,798 sf
% Impervious Area** (total)
61%
Impervious Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildmgs/Lots (so
11 070 sf
On -site Streets (so
-0-
On-site Parking (so
70,282 sf
On -site Sidewalks (so
2 446 sf
Other on -site (so
-0-
Future (so
175 000 sf
Off -site (sf)
-0-
Existing BUA*** (sf)
Total (sf)
1 258 798 SF
* Stream Class and Index Number can be determined at httm //mortalncdenr ororg/web/wq[ps/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 eirstmBhil�lvthi_a"D
is to be removed and which will be replaced by new BUA j
Form SWU 101 Version 07Jun2010 Page 3 of 6 AUG 0 3 2012
RY

11 How was the off -site impervious area listed above determined? Provide documentation N/A
Protects in Union County Contact DWQ Central Office 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 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 htto //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 from htto //portal ncdenr org/web/wq/ws/su/statesw/forms docs The complete
application package should be submitted to the appropriate DWQ Office (The appropriate office maybe
found by locating project on the interactive online map at htto //portal ncdenr 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 hUp ////portal ncdenr org/web/wq/ws/su/statesw/forms does
Ini als
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants (F P—
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
'rp
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review refer to
ep
htto / /www envhelp org/12ages/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
n
receiving stream drams to class SA waters within'k mile of the site boundary, include the'i
mile radius on the map
7 Sealed signed and dated calculations
8 Two sets of plans folded to 8 5" x 14" (sealed signed & dated) including _ ' L—
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f 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 fmished floor elevations
1 Details of roads, drainage features collection systems and stormwater control measures
in 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) dramage easements pipe sizes runoff calculations rECEIVEI�
o Drainage areas delineated (included in the main set of plans, not as a separate document)
p Vegetated buffers (where required)
AUG 0 � L012
Form SWU-101 Version 07Jun2010 Page 4 of 6
BY

Copy of any applicable sods report with the associated SHWT elevations (Please identify pe
10
11
A copy of the most current property deed Deed book 382 Page No 12-13
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 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
htto //www secretary state nc us/Corporations/CSearch aspxx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and bormg logs Include an 8 5 xll copy of the NRCS County Sods map with the
project area clearly delineated For projects with infiltration BMPs the report should also
mclude the sod type expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DWQ to verify the SHWT prior
to submittal [phone] )
e
—yj I A-
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
htto //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
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressmg requests for additional mformation)
Consulting Engineer David K Newsom, PE
Consulting Firm Crystal Coast Engmeermg, PA
Mailing Address 205-3 Ward Road
City Swainsboro
Phone (910 ) 325-0006
Email crystalcoastengWbizec rr com
State NC Zip 28584
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) cerhfy that I
own the property identified in this permit application and thus give permission to (print or type name of person
listed in Contact Information item la) with (print or type name of organization listed in
Contact Information item la) to develop the project as currently 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 mamtenance of the stormwater system
Form SWU 101 Version 07Jun2010 Page 5 of 6
DECEIVED
AUG 03 2012
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 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
Signature
a Notary Public for the State of
do hereby certify that
Date
County of
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal
SEAL
My commission
X APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information item la) Harold C Morton and Kant E Morton, Tr
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 SL 200 246 (Ph II — Post Construction) or SL 2008-211
Signature �°CO0' t Date.
I,/ / /e a/N/otary Public for the State of �' County of
I �. do he c by certify that V!/l(OP/�L° ` 9 $�C///A i'�i%� personally appeared
before me this day of V a and a owledge ue execution of the application for
a stormwater permit Witness my hand and official seal
p10Tft,
....ems
i„ttnnniuii�
SEAL
My commission expires�C.�go�
Form SWU 101 Version 07Jun2010 Page 6 of 6
RECEIVED
AUG 0 3 201Z
BY

y
MEMORY TRANSMISSION REPORT
FILE NO
979
DATE
08 08 07
18
TO
S 919103250060
DOCUMENT PAGES
8/'�
START TIME
08 08 ti7
19
END TIME
08 08 07
20
PAGES SENT
/ 8
STATUS
OK
ttk
SUCCESSFUL TX NOTICE
TIME
FAX NO 1
NAME
+�e
$tutu of North Catotlav
fsepvrtmeoi of 8vvtrevmevt aaU Natoo� Amoa r�r
W�tm�aplov Replovvl OMae
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08-08-'12 07 20
910-350-2018
DENR Wilmington
!Mr lYrm�rw 9ectetary
No Pagers <excl cover) ��
atom i9�aam
Photte (9101 %V6-"13i6
Fex (91O1330-2004
I2, Csdlnel Oelve EMMelon Wll mingmn Nc 2H05 - (... ) 1. 7213 - M O -u Ahlnv .a A.., —.—ploy.

State of North Carohna
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date
To
Co
Fax
Re
J-:5-
No Pages (excl cover)
From Jo Casmer
Phone [phone]_
Fax [phone]
127 Cardinal Drive Extension Wilmington, NC 29405 • [phone] . An Equal Opportunity Affirmative Action Employer

JOHN L PIERCE & ASSOCIATES, P A
LAND SURVEYING — LAND PLANNING — MAPPING
P O BOX 1685
JACKSONVILLE NC 28541
OFFICE [phone] FAX [phone]
E MAIL belt baJlpnccorn
Or brianiCilnnc corn
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
August 2 2012
ATTENTION
Janet Russell
Re
Hmdy Man — Morton Commcraal Tract Bunn Brantle
COPIES DATE NUMBER DESCRIPTION
2 Sets of plans
2 Stormwater applications with calculations
1 Check in the amount of $4,000 00 for Express Permitting
2 Narrative with quad ma
1 Copy of Deed of Record
I Copy of letter from soil scientist (Haywood Pittman) pertaining to
SHWT Determination
rt1✓CEIVED
AUG 0 o 2012
BY
SIGNED M

Stormwater Treatment &
Erosion Control Narrative
Handy Mart - Morton Commercial Tract — Onslow County
Bunn - Brantley Enterprises, Inc on behalf of Harold C Morton and Kavi E Morton, Jr ,
owners, proposes to construct a Handy Mart convenience store/gas station/restaurant with
associated sidewalks and parking and Stormwater Treatment Facilities (Wet Detention
Basin) that will be sized to handle the proposed constructions
The proposed development consists of a 3,400 sf convenience store (Handy Mart) and a
1,500 sf restaurant (Subway w/ 28 seats) The site is currently vacant
The project site is located on a 9 74 acre tract, located at the intersection of Rhodestown
Road (NCSR 1316) and Gum Branch Road (NCSR 1308) in Richlands Township, Onslow,
County and drains to an unnamed tributary of New River [C,NSW-19-(I)] in the White Oak
Basin The site contains no Coastal or 404 wetlands
The developer proposes to construct paved area (parking), driveways, drainage, water
distribution, sewer collection and Stormwater Treatment Facilities (total disturbed area = 4 8
acres)
The project is proposed as HighDensity (percent impervious >24%), therefore Stormwater
Treatment Facilities are required The attached Stormwater Plan and details include a wet
detention basin to be located Southwest of the proposed project 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 generated from new impervious surfaces on site will be diverted to the
forebay via inlets, underground storm dram pipes and swales Treated Stormwater will exit
the main pond via the outlet structure/24" outlet pipe into a nearby proposed swale
The water distribution system for this project will be public (Onslow Water & Sewer
Authority), wastewater will be treated via a proposed gravity sewer network connected to the
existing private sanitary system
-tF CEIVED
AUG 0 0 2012
BY

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AUG 0 00 2012
BY

x
1 PROJECT DESCRIPTION
Design Calculations
Stormwater Treatment Facilities
for
Handy Mart - Morton Commercial Tract
located In
Onslow County
The Project consists of pond serving a proposed commercial subdivision
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
1111*0 a=.Ti
i i�tVt.i
f
>><<> 0
;7tF;2&2£
: Z,440
83,798
SEAL
18148
!1103mlee�yOg'
kK
r,.u„.•...
�
0 17 00
0 0
83,798 175,000
623 %
Using Surface Area to Drains a Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 4 38 foot pond depth
Total
11,070 SF
0 SF
70,282 SF
2,446 SF
0
0
83 798 SF
175,000 SF
0
258,798 SF
415,155 SF
SA/DA = 5 08 % (interpolated - Select from Highlighted Cell in SA/DA)
Therefore
Surface Area = SA/DA x Drainage Area
= 21 105 SF say <tt13 SF
must be > 21 105 SF
c Compute Minimum Pond Dimensions
Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio
AUG U J 2012

Min Length = 251 62 feet
Min Width = 83 87 feet
Site conditions however, dictate irregular shaped pond
Hydr Length = 343 0 feet
so, Hydr Width (a% 61 9 feet (avg)
Actual LAN = 55 (irregular shape)
3 DETERMINE REQUIRED STORAGE VOLUME
Design Rainfall Depth = t 5 inches
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(I) where I = percent impervious
Rv = 0 611 infin
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 31,709 CF
4 DETERMINE REQUIRED STORAGE DEPTH
Assume 3 1 side slopes
solving for depth (d) by trial & error
d = 1 39
5 DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day penod
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period
D=(Q/0026(h)s)s
Where Q = (Control Volume / 3 5 days x 86,400 sec/day)
0 107 cfs
Solving for D
h= D / 3
= 0 46
D = 246 Use 2 00 ' pipe
Actual Drawdown with actual drawdown pipe diameter (using onfice equation)
Q= 0 071 cfs
say,,',;;
Must be > 31,709 SF
AUG 0 3 2012

0
Draw Down Period = ' I w, days OK , < 5 0
6 SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Of 0 flow < or + to 1 5 Feet
Using Rational Formula (Q=CIA) where
Cimper= O9
Cpery = 1 0,2
Ccum = 062
110 = 7 36 in/hr
A = 9 53 ac
Q10 = 42 14 cfs
Using Francis Formula (Q=3 01-1-11 ) to solve for L such that H = 1 5 Feet
Min L = 7 646 Linear Feet
Use 12 Linear Foot Weir
Use 5 Square Precast Structure
7 DETERMINE 010 STAGE
Q 10 = 42 14 cfs
From Routing Analysis, H10 = 1 38
8 DETERMINE 0100 STAGE (ELEV OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where
Cimper =
09
Cpery =
02
Ccum =
062
1100 = 9 50 m/hr
A=
953ac
Q100 = 55 91 cfs
From Routing Analysis H100 = 269
9 DETERMINE 0100 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
RE-4 CELL V lL'iJV
AUG U 00 2012
BY

Using broad crested weir equation H = (Q/(Cw x L))J7d
where Q = Q 100 55 91 cfs
Cw=30
Length = 30 feet
H = 0 73 feet
10 FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg
Main Bay Volume
Elevation Area SF
Area SF
Pond Bottom
24 00 987
Bottom Veg Shelf
3250 t4,368
7,678
Normal Pond
33,00 _ 17,624
15,996
Main Bay Volume = 73,257 CF
Incr Incr Cum
Depth (FT) Vol (CF) Vol (CF)
850 65,259 65,259
050 7,998 73,257
Forebay Volume
Elevation
Area S Area SF Depth (FT)
Pond Bottom
2300
329
Normal Pond
33 00 3,594
1,962 1000
Forebay Volume =
19,615 CF
Total Pond Volume =
92,872 CF
Total Pond Area =
21,218 SF
Forebay Volume equates to '' ;" 21,), % of Total Volume
Must be > 18% and < 22%
Average Pond Depth = 4 38 feet
Compare to assumed Depth ;w 4,;�k_,,;feet
Vol (CF) Vol (CF)
19615 19,615
Temp Storage Volume Elevation Area SF Area SF Depth (FT) Vol (CF) Vol (CF)
Normal Pond 3300 21,218
Temp Pond Level 1 34351 26,737 23 978 1 35 32,370 32,370
Temporary Level should be 3439 or greater
Temp Pool Volume = 32,370 CF
11 SUMMARY
Pond Elevations
Relative Actual
Top Berm (minimum) 1404 3669
H= 100
100-Yr Storm 1304 35 69 (emerg weir elev)
H700 = 2 69
10-Yr Storm 11 73 3438
RECEIVED
AUG 0 3 2012
BY

H10 = 138
1 5-inch Storage 1035 34 35 (primary weir elev)
storage depth = 135
Permanent Pool
pond depth = 9 00
Pond Bottom
12 WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 415,155 sf
Impervious Area 258,798 sf
% Impervious 623 %
Design Rainfall Depth 1 5 in
Storage Volume
Min Volume Required 31,709 cf
Volume Provided 32,370 cf
Peak Flow Calculations
1-yr 24 hour rainfall depth
3 65
in
Rational C, predevelopment
1 0151
Rational C, post development
062
Rainfall Intensity 1 yr 24 hr
015 in/hr
Pre Dev Q1 (24 hour)
022 cfs
Post Dev Q1 (24 hour)
090 cfs
Pre/Post Flow Control
068 cfs
Basin Elevations
Basin Bottom Elevation
23 00 feet (Elev)
Sediment Cleanout Elevation
24 00 feet (Elev)
Permanent Pool Elevation
33 00 feet (Elev)
Temporary Pool Elevation
34 35 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
508
Surface Area Required
21,105 sf
Surface Area Provided
21,218 sf
Permanent Pool Volume
92,872 cf
Average Depth
438 feet
Forebay Volume
19,615 cf
Forebay % of Total Volume
21 1 %
Temporary pool Area
26,737 sf
Drawdown Calculations
Drawdown Time 2 50 days
Discharge Rate 0 071 cfs
Pre Dev Q1(24 hour) 0 22 cfs
Post Dev Q1 (24 hour) 0 07 cfs
900 33 00 (invert out elev)
0 2400
AUG U 2012
BY

Additional Information
Diameter of onfice
200 in
Design TSS Removal
90 %
Basin Side Slopes
3 1
Vegetated Shelf Slope
10 1
Vegetated Shelf Width
10 ft
Length to Width Ratio
6 1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Drain Mechanism
Pump
RECEIVED
AUG 2012
BY

i■;1:Z•a1x931.1*3a:a2A19101
Design Calculations
Stormwater Treatment Facilities
for
Handy Mart - Morton Commercial Tract
located in
Onslow County
The Project consists of pond serving a proposed commercial subdivision
2 COMPUTE POND AREA REQUIRED
a Compute Percent Impervious
SEAL
t8148
wGIN'EEP Og
K N ,.•
Impervious Areas
Proposed
Future
Total
On -Site Buildings
11,070
0
11,070 SF
On -Site Streets
0
0
0 SF
On -Site Parking
70,2152
0
70,282 SF
On -Site Sidewalks
2,44
0
2,446 SF
Other on -site
0
0
0
Off -site
0
0
0
Sub -Total
83,798
0
83,798 SF
FUTURE
0
175,000 SF
175 000
FUTURE(reserved)
0
0
0
Total
83 798
175,000
258,798 SF
Total Area Drainage to Pond
415,155 SF
Percent Impervious =
0 623 or 623 %
b Compute Pond Surface Area
Using Surface Area to Drama a Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 4 38 foot pond depth
SA/DA = 5 08 % (interpolated - Select from Highlighted Cell in SA/DA)
Therefore
Surface Area = SA/DA x Drainage Area
= 21,105 SF say 21,214 SF
must be> 21,105 SF
c Compute Minimum Pond Dimensions
Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio RECEIVED
AUG 0 3 2012
BY

r
Min Length = 251 62 feet
Min Width = 83 87 feet
Site conditions however, dictate irregular shaped pond
Hydr Length = 343 0 feet
so, Hydr Width (a% 61 9 feet (avg)
Actual LIW = 55 (irregular shape)
3 DETERMINE REQUIRED STORAGE VOLUME
Design Rainfall Depth = 1 5 inches
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(I) where I = percent impervious
Rv = 0 611 in(n
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 31,709 CF
4 DETERMINE REQUIRED STORAGE DEPTH
Assume 3 1 side slopes
solving for depth (d) by trial & error
d = 1 39
5 DETERMINE ORIFICE SIZE
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/0026(h)s)5
Where Q = (Control Volume / 3 5 days x 86 400 sec/day)
0 107 cfs
Solving for D
h=D/3
= 0 46
D = 246 Use 2 00 " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation)
Q= 0 071 cfs
say , t2370 CF
Must be > 31.709 SF
Iati� tCE VVED
AUG 0 3 2012

Draw Down Period = � I ;'^R 5},days OK, < 5 0
1dF144x411119111114d"l:11191VJ:7=11MYa4
Size outlet structure such that depth of Of 0 flow < or + to 1 5 Feet
Using Rational Formula (Q=CIA) where
Cimper = 0 9
Cpery = 0,2
Ccum = 062
110 = 7 16 m/hr
A = 9 53 ac
Q10 = 42 14 cfs
Using Francis Formula (Q=3 OLH' 5) to solve for L such that H =
Min L = 7 646 Linear Feet
Use 12 Linear Foot Weir
Use 5 Square Precast Structure
7 DETERMINE 010 STAGE
Q 10 = 42 14 cfs
From Routng Analysis, H10 = 11 38
8 DETERMINE 0100 STAGE (ELEV OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where
Cimper =
09
Cpery =
02
Ccum =
062
1100 =F 9 50 m/hr
A=
953ac
Q100 = 55 91 cfs
From Routing Analysis, H100 = 269
15 Feet
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
' '(_. EJ 4 ED
AUG u J 2011

Using broad crested weir equation H = (Q/(Cw x L))2/3
where Q = Q100 55 91 cfs
Cw=30
Length = 30 feet
H = 0 73 feet
10 FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg
Main Bay Volume
Elevation Area SF
Area SF
Pond Bottom
2400 987
Bottom Veg Shelf
3250 14,368
7,678
Normal Pond
3300 17,624
15,996
Main Bay Volume = 73,257 CF
Incr Incr Cum
Depth (FT) Vol (CF) Vol (CF)
850 65 259 65,259
050 7,998 73,257
Forebay Volume Elevation Area SF Area SF Depth (FT)
Pond Bottom 2300 329
Normal Pond 33001 3,594 1 962 1000
Forebay Volume = 19,615 CF
Total Pond Volume = 92,872 CF
Total Pond Area = 21,218 SF
Forebay Volume equates to tr1` % of Total Volume
Must be > 18% and < 22%
Average Pond Depth = 4 38 feet
Compare to assumed Depth 43>3 ,feet
Vol (CF) Vol (CF)
19,615 19,615
Temp Storage Volume Elevation Area SF Area SF Depth (FT) Vol (CF) Vol (CF)
Normal Pond 3300 21,218
Temp Pond Level 1 34 35 26 737 23,978 1 35 32,370 32,370
Temporary Level should be 3439 or greater
Temp Pool Volume = 32,370 CF
11 SUMMARY
Pond Elevations
Top Berm (minimum)
H= 100
100-Yr Storm
H100= 269
10-Yr Storm
Relative Actual
1404 3669
1304 35 69 (emerg weir elev)
11 73 3438
AUG 0 J 20Q
BY

H10 = 138
1 5-inch Storage 1035 34 35 (primary weir elev)
storage depth = 1 35
Permanent Pool
pond depth = 9 00
Pond Bottom
12 WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 415,155 sf
Impervious Area 258,798 sf
% Impervious 623 %
Design Rainfall Depth 1 5 in
Storage Volume
Min Volume Required 31,709 cf
Volume Provided 32,370 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth
365
in
Rational C, predevelopment
0151
Rational C, post development
062
Rainfall Intensity 1 yr 24 hr
015 in/hr
Pre Dev Q1(24 hour)
022 cis
Post Dev Q1 (24 hour)
090 cfs
Pre/Post Flow Control
068 cfs
Basin Elevations
Basin Bottom Elevation
23 00 feet (Elev)
Sediment Cleanout Elevation
24 00 feet (Elev)
Permanent Pool Elevation
33 00 feet (Elev)
Temporary Pool Elevation
34 35 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
508
Surface Area Required
21,105 sf
Surface Area Provided
21,218 sf
Permanent Pool Volume
92,872 cf
Average Depth
438 feet
Forebay Volume
19 615 cf
Forebay % of Total Volume
21 1 %
Temporary pool Area
26 737 sf
Drawdown Calculations
Drawdown Time 2 50 days
Discharge Rate 0 071 cfs
Pre Dev Q1(24 hour) 0 22 cfs
Post Dev Q1 (24 hour) 0 07 cfs
900 33 00 (invert out elev)
0 2400
e CE1VED
AUG U -0 2011
(DY

Additional Information
Diameter of orifice
200 in
Design TSS Removal
90 %
Basin Side Slopes
3 1
Vegetated Shelf Slope
10 1
Vegetated Shelf Width
10 ft
Length to Width Ratio
6 1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Drain Mechanism
Pump
r, t C EI VEIL
AUG 0 0" 2012

e7/24/2012 08 24 910-345-1210
w
JOFM PIERCE SURVEVIN PAGE 02/03
'I
'L CUAS
�2
470 8 feet from a cap And ..it located At the point whore a culvert on the moray nun
Crook inturnecte the canter line of old County nand No 1413 running thence from 9.itl
beginning point south 09 degree. 25 minutes Beet 116 B tout to An Iron stnkel-thence
north 59 degrees 25 minutes west fig 3 tout to An iron Atoka in the aforementioned
One tern right of Way line of County flood No 1413 thence with Bold right of way line
north 25 i.g,aae 30 minutes Oast 50 fast to an iron stako, the point of beginning and
containing 5 670 oquare feet nc,.ording to An ACtual survey made by Roscoe Rndlin,
o 1
Registered Surveyor, in November 1961 -thence mouth 23 degrees 30 minute went 50 E
feet to An Iron Atoka ,
TO HAVE AND TO HOLD the •fore. old tract or parcel of land and nil privileges And mppur�
tananc.n thereto belonging to the amid parties of the second part their helve and
saeigns in fee simple farOvor
And the maid portion of the first part for them.elve., And their heirs, neslgna,
executers and a0minfe tratoro ..,anent With said parties of the second part, their
heire And ausigna, that they are seised of said promisee In fee and hove the right to
convey the some in fee simple, that the same Are free and clear from All encumbrance.
and that they will Wprrmnt and defend the said title to the Bose a9-I net the lawful
Claims of ell persons whomeoever
IN TESTIMONY WHEREOF, the cold parties of the first part hove hereunto set their hands
and seal the day and year above written I
STAMPED AND CANCELLED Jesse E Thomas (REAL)
89V STAMPS AFFIXED $8 00 q Lorraine Thomas (BEAL)
NORTH CAROLINA
ONSLOW COUNTY
I E117aboth M Burns, a Notary Public In and for said County antl State de, hereby
certify thot Jasele E Th... a and Lorraine Thomas, his wife, personally Appeared be-
fore me this day and Acknowledged the due exec. tfon of the foregoing dead of conveynn
Witness my hand and notarial Beal this Sth day Of December, 1965
Elizabeth M Burns
My con.legion expires 0 day of March, 1970
N p Bral
NORTH CAROLINA
ONSLOW COUNTY
The foregoing certificate of E1190he th M Burn. in certified to be correct
This 10 day of December IR08
Mildred M Thomne Register of Doodc
Filed for registration at 11 30 A M December 10 1960, And duly recorded Doe 10,
1966
Mildred A Thane. Register of Daede
ROBERT W SMITH An Wky, AAO "I".
TO
HAROLD C MORTON AND WIFE, GRACE M MOUTON An WHERE Dec 10 1B88 k
STATE OF NORTH CAROLINA {i„k
ONSLOW COUNTY WARRANTY DEED
THIS DEED, made this 5th dnyof December, 1965 by Robert W Smith and wlZe, Ylrg lain E
Smith antl S D Davis single of Onslo. County and State of Worth Caroline of the first
port to Harold C Morton and wife, Grace M Morton and Novi E Morten Jr and Wife,
Helena L Morton of OnalBw County and State of North Caroline of the .econd part
WI7NES9ETHr that amid parties of the first part for And in Consideration of the sun
of One Hundred ($100 OD) Dollars end other valuable conuiderotiene to than paid by
said parties of the second Dart, the receipt of which 1s hereby Acknowledged, hove
bargained and sold, by those present do borgain, gall And convey to avid parties of
the second pprt, thole hairs And Aaeigna a certain tract or parcel of land in Richlnnde
Township Deals* County State of North Carolina, bounded ae follows, via
t1t
13BGINNIHG at an iron stake an the Western Aldo Of State Road 1316, in the old path, f
.aid iron atake being the ...... corner of the lnnd. now or formerly owned by Albert N
Venters now owned by Howl E Morton and Harold C Morton, And also a corner of the
lends of Ray H.Word And the lnnde herein described end running thence North 4 de-
grees 25 minutes East 27g7 5 feet along the Venters' line to A atpke On the old path,
thence with the Vantere line And the Bryan Heath line North 38 dagreae 7 al
no too
East 2432 2 teat to the center line of Stets Road 1308, commonly known Be the Jack-
.onvillo-Gum Branch Road thence along and With said road South 34 degrees 22 minutee
East 416 fast South 31 degree. 50 minutes East 200 feat, South 27 degree. 40 line minutee I
East 240 feet, and South 26 dagreae 2 minutes East 71 1 feet to the cantor of
36 inch Culvert over . branch thence continuing with the center lino of Elm to Rond
1306 South 26 degrees 2 minutes East 1125 2 feet to the Sntersoction of eha can tar
line of State Road 1308 With the center line of the old Jacksonville-0um Branch Road,
thence along the center line of the old Jacksonville -Gum Branch Road South 9 degrees
21 minutes East 245 0 fast South 22 degrees 05 minutes ]Seat 130 0 feet and Bau Sh 39
degrees 00 minutes Met 346 4 feet to the center line, Of the aforesaid State Bond
P
f
y
AUG 0 0 2K

07/24/2012 08 24
910-346-1210
JCHN PIERCE SURVEVIN PAGE 03/03
�o,'Dccds • _ _. _.
e
13
ISOB, than Ce along the center lima of State Road 1300 South 26 degrees 02 al Amine
Beat 281 8 feet, South 27 degree. SO minutes Shot 200 0 feet, Booth 31 degree. Se
.ionic. East 204 5 fact, South 33 degrees 49 minutes East 200 0 foot to the inter-
noctlon of the centerline of State Road 1306 with the Canter line of Stet. Road 1316
l thence nlOng the canter line of State Road 1316 South 83 degrees 54 minutes meet 861 2
7 feet South 62 degrees 1S minutes Went 048 5 feet, South 86 degrees 10 minutes Nest
1574 5 test, South 33 degrees 05 minutes West 677 B foot and South 28 degrees 27 mI.utop
�Woat 201 B feet, thence leaving the center line of sold rand North 43 degrees 42
Iminutes Rest 38 7 feat to the point of beginning and containing 183 acre. more or lees j
�1 Also included in this conveyanes to all of the tobacco allotment un the farm Oea ignated1,
Sae the Old Snell Drpperty, subject to and In conformity with ASO Regulations ^
TO HAVE Ann TO HOLD the afar... id tract or parcel of lend, and ell privileges and
nppurtensnces thereto belonging to the Said pnrtleo Of the second part, their heirs
antl aaeigne in fee simple forever
And the Bald p.-Sloe of the first part for their heirs, aaeigne, executors and Adminla
tratore covenant with said pnrtleo of the second part their halre And meal no that
they are aelzed of said promises in too, And have the right to convey the same in
,foe -simple, that the same are free And clear from all encumbrances Rnd that they
'will warrant and defend the Cold title to the name against the lawful claim. of All
jpersons whomsoever
l
tN TESTIMONY WHEREOF, the said portion of the first pert have hereunto set their
hand And Reel the dny And yonr Above written
e Robert W Smith (BRAL)
j STAMPED AND CANCELLED Vlrglni. B Smith (SEAL)
j REV STAMPS APPI2RD' $33 50 B P Davin (SEAL)
1 NORTH CAROLINA, OOLON COUNTY
I. W A Fares%, a Notary Public In and for the amid County and State do hereby certif
pthmt Robert N Smith and Virginia 8 Smith his wile personally nppaared before me
+this day and ncknowledged the duo execution of the feregang deed of conveyance
Witness my hand end notarial coal thin gin day of Decemher, 1988
N A wore..
My cemsaelen expires 13 th day of duns 1870
+�N P seal
]NORTH CAROLINA
,ONSLOW COUNTY
jf N A Fornee, a Notary Public In and far said County end State do hereby certify
jthnt S P Devia, aingla, personally appeared before me this day and Rcknowledged the
execution of the foregoing instrument, for the purpose therein expressed
pwltness my hand end material seal this 8th day O1 December 1988
j W A Forney
Notary Public
My commiselon expires 13th day of Ju.. 1970
N P Seel
)NORTH CAROLINA
�ONSLOW COUNTY
The f.reg.iag certificate of W A Pornes Se certificate t0 b. Correct
This 30 day of December, IMB
Mildred M Thomas, Register of Deede
Filed for registration at 12 o'clock A M December 10, 1968 and duly recorded Dec 30
988
Mildred M Thomas, Register of Deeds
CAROLINA
LNANDSRARASRAppNNRNNNNNXNNXNNNNNNNNNMNMpRARNSSNNRNpNNNRpNAApANpRNNNNNNNNNpNNpR
CA LANDS INC
TO
HUNTER HEATH December 30 1888
NORTH CAROLINA
)ONSLOW COUNTY USED
THIS DEED OF QUITCLAIM and. this 4th day of December 1968, by Carolina Lands, fee
a corporation with Office Address at Charleston South Carolina, 29402, party of the
f Srst part and Hunter Heath of Onslow County North CA
party of the msemnd par
WITmESSETR Whores. some confusion or a... Clan has .risen regarding the hereinafter
described lot 1. respect to the designation of its boundary lines and partial Owner-
ship, and It Is deeirnble on the part of both parties hereto that the Same be clnrifie,
and made certain for the mutual benefit of both parties
l L � EI V ED
AUG 0 v 2012
i{Y

� -
PROJECT Handy Mart - Morton Commercial Tract Q L 1'L t
tc = 5 mins '
_ o
� 7 C016
8
INCR INCR TOTAL TOTAL OUTLET
PIPE AREA Q10 AREA Q10 DIAMETER LENGTH GRADE VELOCITY ZONE LENGTH WID H TYPE
A 015 086 g,015� �Fj0'86 12" 122' 0 45%
B 032 183 w,�'00 47,irw � 289� 15" 74' 0 45%
C 026 149 ' n T073� .�4y18� 15" 95' 0 45% 4 0 2 9' 5' CI"B" Stone
as p @fi'
D 004 023 04`,0-23 12" 30' 1 12%
E 005 029 A0 09 1 0 52 12" 25' 1 12%
F 016 092 lF}0-225. 1 43 15" 122' 1 12%
G 031 1 78'Oa56 y 3 21 15" 68' 0 45%
H 032 183 0188. 5,04 18" 43 0 45% 64 2 9' 5' CI"B" Stone

cr/, �9OW-W11111
1073-1 Gregory Fork Road
Richlands NC 28574
Phone [phone]
Fax [phone]
pulmansoil@yahoo com
July 25, 2012
John L, Pierce & Associates
409Johnson Boulevard
lacksonvdle, NC 28540
Ref Morton Property on comer ofRhodestown Road & Gumbranch Road
Dear Mr Pierce,
At your request a SHWT determination was conducted at the above referenced property
Hand Auger borings in the proposed storm water ponds showed a SH WT of <12' from
the natural sod This was determined by the presence of chroma of 2 or less from the
Munsell Sod Color Chart
A typical boring on the site was sandy loam to 12" , clay loam to 24" and sandy clay to
48" The sod was classified as the Rams series
The findings are based on the conditions of the site at the time of evaluation, and anv
alterations may adversely impact the results
If you have any questions please feel free to contact me at 910-330-2784 Thank You
Sincerely,
R Haywood Pittman 11
NC Licensed Soil Scientist
_ I `VED
AUG o j 2012

For DE NR Use 0
Re�em
IMA
Submit r -
y North Carolina Department of Environment and
AR/ Submit
` Natural Resources NCDENR Request for Express Permit Review Time 1.0 6Q
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity man (same items expected in the application package
of the project location Please include this form in the application package
• Asheville Region -Alison Davidson 828-296 4698,ahson davidson(ftcmall
net
• Fayetteville or Raleigh Region -David Lee 919 791.4203, david lee@ncmarl
net
• Mooresville & Patrick Grogan 704-663.3772 orpatnck arogan6iincmarl net
• Washington Region Lyn Hardison 252 946.9215 or lyn hardison(dncmail
net
• Wilmington Region Janet Russell 910 350-2004 ortanet russell(d
ricmail net
NOTE Project application received after 12 noon will be stamped in the following work day
SW
SW
SW
SW
SW
Project Name HANDY MART MORTON COMMERCIAL TRACT County ONSLOW
Applicant HAROLD C MORTON Company MORTON FARMS, INC
Address 199 COUNTRY CLUB BLVD City JACKSONVILLE, State NC Zip 28540-_
Phone [phone], Fax _-_ _ Email
Physical Location INTERSECTION OF SR1316 AND SR1308
Project Drains into _ waters - Water classification C NSW (for classification see http //h2o enr state nc us/bims/reports/reportsWB html)
Project Located in WHITE OAK River Basin Is project draining to class ORW waters? N, wthin % mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant DAVID K NEWSOM, PE Company CRYSTAL COAST ENGINEERING, PA 7REA CE�vED
Address 205 3 WARD ROAD City SWANSBORO, State NC Zip 28584-Phone [phone] Fax [phone] Email CRYSTALCOASTENG@BIZEC RR COM L _ 0 2 012
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 Ongin Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ intermittent/Perennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Cerhfication ❑ Isolated Wetland (_linear ft or _acres)
El 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-Retenhon _ # Treatment Systems ❑ High Density -SW Wetlands # Treatment Systems
El High Density Other _ # Treatment Systems / [I MOD ❑ Major ❑ Minor ❑ Plan Revision—[-] Redev Exclusion SW (Provide permit#j
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna 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 scovina and express meeting reauest
Wetlands on Site ❑ Yes ® No Buffer Impacts ® No ❑ YES —acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE [:]Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
«u«««r«««««««««rr ur♦r• r««««««««r««u«u«uu«««u««r««For DENR use only«rr rrr««•»«ru«««««r r««««r«wu«u««u«r«r««rrror««o uu
Fee Split for multiple permits (Check# 1 Total Fee Amount$
SUBMITTAL DATES
Fee
SUBMITTALDATES
Fee
CAMA
$
Variance ( Mal El Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401
$
LUS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

For DENR Use ONLY
©� Reviewer
si North Carolina Department of Environment and
Submit
Natural Resources
NCDENR Request for Express Permit Review Time
confirm
FILL IN all the information below and CHECK the Permit(s) you are requesting for express review FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative. site plan (PDF file) and vicinity man (same items expected in the application package
of the project location Please include this form in the application package
• Asheville Region -Arson Davidson 828-296.4698,alison davidson(ibncmail
net
• Fayetteville or Raleigh Region David Lee 919-791.4203, david lee(c4ncmail
net
• Mooresville & Patrick Grogan 704-663.3772 orpatnck grogan(dncmail
net
• Washington Region -Lyn Hardison 252 946-9215 or Ain hardisonidncmail
net
• Wilmington Region -Janet Russell 910 350 2004 or lariat russell(dncmail
net
NOTE Project application received after 12 noon will be stamped in the following work day
Permits of request
SW
SW
SW
SW
SW
Project Name HANDY MART MORTON COMMERCIAL TRACT County ONSLOW
Applicant HAROLD C MORTON Company MORTON FARMS, INC
Address 199 COUNTRY CLUB BLVD City JACKSONVILLE State NC Zip 28540-_
Phone [phone] Fax __ Email
Physical Location INTERSECTION OF SR1316 AND SR1308
Project Drains into _ waters — Water classification C NSW (for classification see hftp //h2o enr state nc us/bims/reports/reportsWB html)
Project Located in WHITE OAK River Basin Is project draining to class ORIN waters? N within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant DAVID K NEWSOM, PE Company CRYSTAL COAST ENGINEERING. PA
Address 205 3 WARD ROAD City SWANSBORO, State NC Zip 28584 _
Phone [phone] Fax [phone], Email CRYSTALCOASTENG@BIZEC RR COM
SECTION ONE REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DINO ❑ 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
❑ Intermittent/Perennial Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization El Minor Variance [I Major General Variance
® State Stormwater ❑ General ❑ SFR ❑ SFR < 1 ac ❑Bkhd & Bit 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 Blo Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
El High Density -Other _ # Treatment Systems / ❑ MOD ❑ Major [:1 Minor [:1 Plan Revision ❑ Redev Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna 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 scooma and express meeting reauest
Wetlands on Site ❑ Yes ® No Buffer Impacts ® No ❑ YES —acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE [:]Yes ❑ NoPermit
Received from US ACOE ❑ Yes ❑ No
psis rrrsrsssssussrssr rsssssrr sssssrrr•««sru«ss»sss rasFor DENR use onlyrsrrr,«ss«uuusrssss+a+♦rss»♦russsssssssswsrrswrrr«ss
Fee Split for muleole permits (Check # 1 Total Fee Amount E
SUBMITTAL DATES
Fee 111
1 SUBMITTAL DATES
Fee
CAMA
$
Variance ( Mal, El Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
1401
$
LQS
$
I Stream Deter,_
$
NCDENR EXPRESS March 2009
RECEIVED
JUL 2 5 2012
13 Y' __

DOM
Y CONSTRUCTION
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JOHN L PIERCE h ASSOCIATES PA
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http //bims enr state nc us 7001/incidents/pages/paneFrame him
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