SW8110504_HISTORICAL FILE_20150202

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 1 10 5 C>`i
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
0 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2 o v S o 2 a 2
YYYYMMDD

�s
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
February 2, 2015
Ms. Debra R. Rouse, Manager
Onslow Investors, LLC
3684C Henderson Dr.
Jacksonville, NC 28546
Subject: State Stormwater Management Permit No. SW8110504
Miller-Motte College Facility EXPANSION
High Density Wet Detention Pond Project
Onslow County
Dear Ms. Rouse:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit Application for Miller-
Motte College Facility EXPANSION on January 30,2015. 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. SW8110504 dated February 2, 2015,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 May 19, 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, procedures for changing ownership,transferring the
permit, and renewing the permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system, to record deed restrictions,to transfer the permit, or to renew the permit,will result in
future compliance problems.
The following modifications are included and covered by this permit:
1. The impervious area has increased which has required an increase in the size of the pond.
2. The permanent pool has been raised by 0.25ft, making it closer to the seasonal high water table elevation which
was previously permitted.
3. Notes:
a. Two lots are shown on the plans, but the property owner owns both lots and they are in the process of
being combined. This is permitted as a single lot project.
b. As was previously permitted, a portion of the road is required to be treated in the wet pond. This area is
shown as offsite drainage area on the application, and its associated impervious is shown as existing.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings(OAH). The written petition must
conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty(30)days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee(if a filing fee is required)
and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714,or via telephone at 919-431-
3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
Division of Energy, Mineral,and Land Resources
Land Quality Section—Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405•[phone]/Fax: [phone]

SWtf 11UbU4
February 2, 2015
If you have any questions,or need additional information concerning this matter, please contact Kelly Johnson in the
Wilmington Regional Office,at(910) 796-7215.
Sincere ,
Tracy DaviS, P.E., Direct
Division of Energy, Mineral and Land Resources
GDSI kpj: \\\Stormwater\Permits&Projects\201 1\1 10504 HD\2015 02 permit 110504
cc: David Newsom, PE
Inspector, Onslow County Building Inspections
Onslow County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No, SW8110504
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules,and Regulations
PERMISSION IS HEREBY GRANTED TO
Onslow Investors, LLC
Miller-Motte College Facility EXPANSION
105 Frontier Way, Jacksonville, Onslow County
FOR THE
construction,operation and maintenance of one(1)wet detention pond in compliance with the provisions of 15A
NCAC 2H .1000 and Session Law 2008-211 (hereafter 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 and considered a part of this permit.
This permit shall be effective from the date of issuance until May 19, 2021, and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.6 of this permit. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system. The stormwater control has been
designed to handle the runoff from 159,921 square feet of impervious area. The built-upon area for the
future development is limited to 0 square feet.
3. The maximum built-upon area allowed for the entire project is 159,921 square feet. The drainage area will
be limited to the amount of built-upon area indicated in Sections 1.2 and 1.5 of this permit, and per approved
plans.
4. A 50'wide vegetative buffer must be provided and maintained 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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8110504
5. The following design criteria have been provided in the wet detention pond and must be maintained at
design condition:'
a. Drainage Area, acres: 5.56
Onsite, ft2: 242,143
Offsite, ftz: 0
b. Total Impervious Surfaces,ft2: 159,921
C. Average Pond Design Depth, feet: 3.8
d. TSS removal efficiency: 90%
e. Design Storm: 1.5
f. Permanent Pool Elevation, FMSL: 42.75
g. Permitted Surface Area @PP,ft2: 14,570
h. Permitted Temporary Storage Volume,ft3: 19,608
i. Temporary Storage Elevation, FMSL: 44.00
j. Predevelopment 1 yr-24 hr. discharge rate, cfs: 0.13
k. Controlling Orifice: 2.00"0 pipe
I. Orifice Flowrate, cfs : 0.07
M. Permanent Pool Volume, ft3: 55,811
n. Forebay Volume, ft3: 11,819
o. Maximum Fountain Horsepower: 1/6
p. Receiving Stream/River Basin: UT New River/White Oak
q. Stream Index Number: 19-(1)
r. Classification of Water Body: .C; NSW"
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee,shall alter any component of the approved stormwater system
shown on the approved plans unless and until the Division has approved of the revised plan.
2. 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.
3. During construction,erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
4. The permittee shall at all times provide the operation and maintenance necessary to assure that all
components of the permitted stormwater system function at design condition. The approved Operation and
Maintenance Agreement is incorporated by reference into this permit and must be followed in its entirety
and maintenance must occur at the scheduled intervals.
5. Records of maintenance activities must be kept and made available upon request to authorized personnel of
the Division. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
6. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain 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 1/6 horsepower.
7. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 110504
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility,the permittee shall cause a certification from an appropriate designer for the system
installed to be submitted,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.
9. If the stormwater system is 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.
10. All stormwater collection and treatment systems must be located in either public rights-of-way, dedicated
common areas or recorded easements. The final plats for the project will be recorded showing all such
rights-of-way, common areas and easements, in accordance with the approved plans.Access to the
stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
11. 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.
e. The construction of any future BUA listed on the application.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by Division personnel. The project
and the stormwater facility must be in substantial compliance with all permit conditions. Any items not in
substantial compliance must be repaired, replaced or restored to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
13. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater management
permit or the Stormwater rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
2. 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.
3. 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.Additional or replacement stormwater management
systems shall receive a permit from the Division prior to construction.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8110504
4. This permit is not transferable to any person or entity except after notice to and approval by the Director.
The permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the
supporting documentation as listed on the form,to the Division at least 60 days prior to any one or more of
the following events:
a. An ownership change including the subdivision, sale or conveyance of the project area in whole or in
part;
b. The sale or conveyance of the common areas to a Homeowners or Property Owner's Association,
subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. 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.
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 issued shall continue in force and effect until modified, revoked, terminated or renewed. The
permit may be modified, revoked and reissued or terminated for cause. The fling of a request for a permit
modification, revocation and re-issuance or termination does not stay any permit condition.
8. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit. The permittee shall maintain a copy of the permit, O&M agreements, and the approved plans
at all times.
9. 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.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit as allowed by the laws, rules and regulations contained in
Session Law 2006-246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request at least 180 days prior to the expiration date
of this permit. The renewal request must include the appropriate application, documentation and the
processing fee.
Permit modified and reissued this the 2nd day of February 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Dav , P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8110504
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 110504
Miller-Motte College Facility EXPANSION
Stormwater Permit No. SW8110504
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:
SEAL
Signature
Registration Number
Date
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8110504
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. Side 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-DEMLR Wilmington Regional Office
Inspector, New Hanover County Building Inspections
Page 8 of 8

DEMLR USE ONLY
Date Received Tee Paid Permit Number
\ uu\ \\O So
Applicable Rul . ❑ astal SW—1995 ❑Coastal SW—2008 0 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 Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICXTI0NT0�R �
This form maybe photocopied for use as an original
I. GENERAL INFORMATION � JAN 3 0 2015
1. Project Name(subdivision,facility,or establishment name-should be consistentt. ith project name on lans,
specifications,letters,operation and maintenance agreements,etc.):
Miller-Motte College Facility EXPANSION
2. Location of Project(street address):
105 New Frontier Way
CityJacksonville County:Onslow Zip:28540
3. Directions to project(from nearest major intersection):
Approx.3 Miles from intersection of Western Boulevard wirth NC 17(Marine Boulevard),0.15 Miles left on
Williamsburg Parkway
4. Latitude:34°47'51.8"N Longitude:77°25'57.2"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ❑New ®Modification ❑ Renewal w/ Modification}
'Renewals with modifications also requires S WU-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 numberSW8 110504 ,its issue date(if known)May 19,2011 and the status of
construction: ❑Not Started [—]Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit:Proposed Impacts
b.lf 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 VI:http://12ortal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31,2013 Page I of 6

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:Onslow Investors,LLC
oU5�
Signing Official&Title:Debra R.Ray,Manager
b.Contact information for person listed in item la above:
Street Address:3684C Henderson Drive
City:lacksonville State:NC Zip:28546
Mailing Address(if applicable):
City: State: Zip:
Phone: (910 ) 346-5302 Fax: (910 ) 346-5844
Email:n/a
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: IC n%Bf=J,
b.Contact information for person listed in item 2a above: JAN 3 O 2015
Street Address:
o �
City: State: RV, 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:City of Jacksonville
Point of Contact:Danny Bryan Phone#: (910 ) 938-5200
Form SWU-101 Version Oct.31.2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Catch Basins,underground pipe network and existing stormwater pond. Existing stormwater pond to be
modified to accommodate additional BUA and Drainage Area.
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW—1995 ❑Ph 11—Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area:6.45 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`:6.45 acres
Total project area shall be calculated to exclude the following: the normal gaol of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW) line or Mean HiSh 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 =56.89% %
9. How many drainage areas does the project have?] (For high density,count 1 for each proposed engineered
stormzater 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_ Drainage Area_ Drainage Area_ Drainage Area_
Receiving Stream Name UT New River
Stream Class * C;NSW
Stream Index Number* 19-(1)
Total Drainage Area(so 242,143 sf
On-site Drainage Area(so 215,307 sf
Off-site Drainage Area(so 26,836 sf
Proposed Impervious Area**(so 159,921 sf
%Impervious Area**(total) 66.04%
Impervious"Surface Area Drainage Area_ Drainage Area_ Drainage Area JXaina e Area
On-site Buildings/Lots(so 21,896 sf ( P -q V t:1
On-site Streets (sf) -0- — 01
On-site Parking (so 63,626 sf JAN 3 U 2013 10
On-site Sidewalks (so 5,568 sf ` {�
Other on-site (so -0- e ;_�--
Future(so -0-
Off-site (so -0-
Existing BUA***(so 68,831 sf
Total (so: 159,921 sf
* Stream Class and Index Number can be determined at: htW:Zportal.ncdenr.org/zueb/wq/ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to,buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version Oct. 31,2013 Paee 3 of 6

'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 BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.
digital planimeter(ACAD)
Proieets in Union County: Contact DEMLR 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 15A 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 ham://12ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htto://portaI.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at htW://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 http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
ht%2://www.envhelp.org/_12a&es/onestol2exl2ress.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 4i mile of the site boundary,include the'ii
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. EC 'VE
e. North arrow.
f. scale. JAN 3 0 2015
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevat on of
impounded structures,the banks of streams and rivers,the MHW or IV�I W-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 N1-W)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.
1. 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.
Form SWU-101 Version Oct. 31,2013 Pa¢e 4 of 6

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).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
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"xll"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].) a
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC /7///
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.
httu://www.secretary.state.nc.us/Corporations/CSearch.asl2x
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf ,fo tris� r6jecf, uch as
addressing requests for additional information). ���� U
Consulting Engineer:David K.Newsom PE g6�41
Consulting Firm:Crystal Coast Engineering,PA
Mailing Address:205-3 Ward Road BY.
City:Swansboro State:NC 7-ip:28584
Phone: (910 ) 325-0006 Fax: (910 ) 325-0060
Email:crystalcoasten ,�bizec.rr.com
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information, item 2 has been filled out,complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify 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 1a) with (print or type name of organization listed in
Contact Information, item 1a) 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 maintenance of the stormwater system.
Form SWU-101 Version Oct. 31.2013 Paee 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, 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 ECEO E .
JAN 3 0 206
My commission expires
X. APPLICANT'S CERTIFICATION Rot(se
I, (print or type name of person listed in Contact Information, item la) Debra R.ftatj,Manager
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 st w er rules under 15A NCAC 21-1 .1000 and any other applicable state stormwater
/requii(reements.
Signature: ' Date: / 'xU /
I, ( a Notary Public for the State of / 0 County of
nn/2' do here y certify that /�P/�s ,er"f�✓ personally appeared
before me this�U day of���and ack }vledge the due execution application for
L�a stormwater permit. Witne s my hand and official seal,
BU44���i�i
SEAL
�pTggf _
Sys �B`\G =� My commission expires_
COO�����`
1111100
Form SWU-101 Version Oct. 31.2013 Page 6 of 6

MEMORY TRANSMISSION REPORT
TIME :02-03-2015 10:03
FAX NO.1
NAME
FILE NO. 781
DATE 02.03 09:58
TO a 919103250060
DOCUMENT PAGES 9
START TIME 02.03 10:01
END TIME 02.03 10:03
PAGES SENT 9
STATUS OK
`SUCCESSFUL TX NOTICE'
61atD oT NoKb C:vrolfva
I>apvtmeo<of Knvirvnment ovJ Nntorot]�ppnrces
I WlbnioQtnn Regbnol Olfice '
Prt!MCGYnry. Governor 1lAX COVER SliF.ET. JOAn/I SR•aHD I/I 9'srotnrY
l
cU. i�—rvG ogs� ��9 pbovo: (9lol7se_z33a
P-... ���—�•���1� '-��� C� Pmr= (9101359_24�
2>r' Mlnal Orlw 8u'eotlm..Wllmingro n.NC 2B403�(YlU)>96-"Yl.l.f�M�p�sl ODDvrDnlq Atfln.wdlve AUUon]'m�Pl^Y�

State of North Carolina
(Department of Environment and Natural Resources
( Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET. John E Skvarla PIP, Secretary
Date:
No.Pages(excl.cover):
To: � /v CA/Sell 17�7 From: Jo Casmer
Co: /�/si� D s71 � Phone: [phone]
Fax: Faux: (9_10)350-2004�—
Re: /D
SG�B //oso�
lez
127 Cardinal Drive Extension,Wilmington,NC 28405®[phone] o An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :02-03-2015 10:01
FAX NO.1
NAME
FILE NO. 780
DATE 02.03 09:57
TO :n 919103465844
DOCUMENT PAGES 9
START TIME 02.03 09:58
END TIME 02.03 10:01
PAGES SENT 9
STATUS OK
`SUCCESSFUL TX NOTICE—
6lu[c of Nortb CarMtnu
' papa [maul of Fnvtrtnmmt uod Na[orot Raoourear
wummgroa aeIIanat omca
Pae.MclYory, �ovaruor _ FAX COVER S'H1SET. JnFn SSRruNn J4,Iaw:rwtury
No.Pegae(aoccl.Dover):
Co: �w/4�/mil �y dES TO/5 � GGG Phono: (p 14]T96_Z336
Re: /!/ ��E /�/ O TT''E//GJ•O G�� 9 E /—/fG C/ TJ� �—A���r/S/ O�/
2r Cvdnu Drvn t:r¢�yim,Wilmingpanr NC 2HM5�(Ya)'/92.T215�M ifnuu OPPvrtuPb Atp�nWhro Mtlun RmClnym

State of North Carolina
Department of$nvironment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET. John E Skvarla Ill, Secretary
Date: �' �J/ No.Pages(excl.cover):
To: ����� DS From: Jo Casmer
co: �i/lj/S�o�J �ivd�s ra�s , GG C Phone: [phone]
Fax: % �`�7 Z Fax: [phone]
�//fli T �D�i��G'�T/D ✓ / .5'Si/l�7 � �/ ca/
127 Cardinal Drive Extension,Wilmington,NC 28405 m(910)796-7215 o An Equal Opportunity Affirmative Action Employer

1
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING—LAND PLANNING—MAPPING
P.O. BOX 1685
JACKSONVILLE,NC 28541
OFFICE:[phone] FAX:[phone] Letter of Transmittal
E-MAIL:bettvbCalilonc.com
Or brianjnilone.com
UA'rB:
January 27,2015
TO: Ms. Kelly Johnson ATTENTION:
N.C. Department of Environment and Natural Ms.Kclly Johnson
Re:
Resources—Division of Energy, Mineral & Land Miller Motte College Facility—sW8 110504
Resources/Land Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
COPIES DATE NUMBER DESCRIPTION
2 Sets of revised application
2 Revised Narrative
1 Copy of our"Request for Additional information"
O «'
NN
N rY
REMARKS:
SIGNED: I

Stormwater Treatment Narrative
Miller-Motte College Expansion
On May 19, 2011, DWQ issued SW8 110504 to Ray Development and Consulting, LLC
allowing the construction of the Miller Motte College facility on a 3.20 acre tract located
on the corner of Williamsburg Parkway and New Frontier Way (near Western Boulevard
Extension), within the city limits of Jacksonville, NC. That permit allowed construction of
152,017 sf of BUA associated with that facility.
On August 16, 2011 that permit was transferred to Onslow Investors, LLC.
Miller Motte College now plans to expand the facility, proposing to construct a 21,896 sf
building and associated parking and sidewalks. Although the existing pond was
constructed as to provide for limited future expansion, the pond as permitted contains
inadequate capacity to accommodate this expansion. Therefore, a slight pond
expansion is proposed to accommodate this additional BUA.
The project site is located in the White Oak River basin, and is currently undeveloped.
In general, the site area is flat to gently sloping (0 - 0.4%), and drains to an existing ditch
along the northern property boundary and also to the rear (southern boundary) of the
tract. A small portion of non-coastal wetlands is located to the south - outside the 3.20
acre area of currently proposed development. Runoff from the site drains ultimately to
the southwest into an unnamed tributary of New River (C;NSW)
ECEIVE
JAI 3 11111
Y.

I
Johnson, Kelly
From: David Newsom [[e-mail]]
Sent: Wednesday, January 21, 2015 8:01 AM
To: Johnson, Kelly
Cc: Betty Bullock
Subject: RE: SW8 110504, Miller Motte Exansion, Stormwater Permit
Attachments: Drain Area Supplement.pdf
Talk about good timing....I was looking for your email address to send that Drain Area Supplment to you.
Attached
From: Johnson, Kelly [mailto:kelly.o.iohnsonCalncdenr.gov]
Sent: Wednesday, January 21, 2015 7:54 AM
To: crvstalcoasteng(Mizec.mcom
Subject: FW: SW8 110504, Miller Motte Exansion, Stormwater Permit
David,
This bounced. Trying again.
KJ
From: Johnson, Kelly
Sent: Tuesday, January 20, 2015 3:22 PM
To: Crystal Coast Engineering
Subject: FW: SW8 110504, Miller Motte Exansion, Stormwater Permit
Letter revised to add Debra Ray as a recipient.
KJ
From: Johnson, Kelly
Sent: Tuesday, January 20, 2015 3:11 PM
To: Crystal Coast Engineering
Subject: SW8 110504, Miller Motte Exansion, Stormwater Permit
David,
I went through this today, and it looks good. I need two things:
1.) The permit has been transferred to Onslow Investors, LLC (see attached). So,they need to be listed as the
applicant. Also, Debra Ray(rather than Ray Rouse) is listed as the only manager per the NCSoS. So, she will
have to sign or submit a letter delegating authority.
2.) DA map (which we already discussed this morning.)
I have drafted it, and I can get it out pretty soon after hearing back from you. Letter scan attached, hard copy in mail.
KJ
1

K.e���ohwsow
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
2

MQNII SKETCH er
.n a .n ✓ e .v u , �r . •. —�—__ �'e --- .Y•���
= _
cip
bl WTI
r - —
- --
-�a}�LP1-- 'U"FCNIIFR WAYI � .A.
peas
—�` Ibi^S in lac �s�..------------ —f-----1K--------_ ---_--m --__ •uun+-uorrz cwc¢reaun
m �I ,t� '•'sue" -s�L^u P.
�19R(AC�I IAO[SMNLLF 4�'�LLC��Y 9AIE4
I�If• &TJ 1.5
>... �..._.....�.�._...�. _ __ ��.". •Lb: .r... XHN Ln bPIERCU&AASSOOaATE P.A.
hYffiI CmA FngV n,PA
cs.wwc sc.ue
C1� aaivW�

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
January 20, 2015
Mr. Clifford James Ray, Manager
Ray Development and Consulting, LLC
310 Bretonshire Road
Wilmington, NC 28405
Ms. Debra Ray, Manager
Onslow Investors, LLC
3684 C Henderson Dr.
Jacksonville, NC 28546
Subject: Request for Additional Information
Stormwater Project No. SW8110504
Miller Motte College Facility
Onslow County
Dear Mr. Ray& Ms. Ray:
The Wilmington Regional Office received an(a modified) Express Stonmwater Management Permit Application for Miller
Motte College Facility on January 20, 2015. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
1. Applicant[02H.1003(e)]: The permit was originally issued to Ray Development and Consulting, LLC on May 19,
2011, and the permit was transferred to Onslow Investors, LLC on August 16, 2011. The applicant on the current
application is still listed as Ray Development and Consulting, LLC.
a. Please list the applicant as Onslow Investors, LLC and ensure that all of the appropriate forms are
revised for signature(for instance the 0&M Agreement).
b. Mr. Ray Rouse is not listed as a manager of Onslow Investors, LLC on the NC Secretary of State's
website, but he has signed the application documents. Please have Debra Ray sign the application
documents,or submit a letter from Ms. Ray delegating signature authority to Mr. Rouse.
�. Drainage Area,[02H.1003(g)(5)and 02H.1005(d)]: Please delineate all relevant boundaries including the
drainage areas on the plans.
Please note that this request for additional information is in response to a preliminary review. The requested information
should be received in this Office prior to February 3, 2015,or the application will be returned as incomplete. The return of
a project will necessitate resubmittal of all required items, including the application fee. If you need additional time to
submit the information, please email or fax your request for a time extension to the Division at the address and fax number
at the bottom of this letter. Please note that a second significant request for additional information may result in the return
of the project. If the project is returned,you will need to reschedule the project through the Express coordinator for the next
available review date,and resubmit all of the required items, including the application fee. The construction of any
impervious surfaces,other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a
violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A. Please label all
packages and cover letters as"Express"and reference the project name and State assigned project number on all
correspondence.
Division of Energy, Mineral,and Land Resources
Land Quality Section—Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington, North Carolina 28405•[phone]/Fax:[phone]

January 20, 2015
If you have any questions concerning this matter please feel free to call me at(910)796-7331 or email me at
kelly.p.j [e-mail].
ce
Iy John n
n iron ntal Engineer
GDS/kpj: GAWQISharedlStormWaterTermits & Projects120111110504 HD12015 01 addinfo 110504
cc: David Newsom, PE
Wilmington Regional Office
Page 2 of 2

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, January 20, 2015 3:22 PM
To: Crystal Coast Engineering
Subject: FW: SW8 110504, Miller Motte Exansion, Stormwater Permit
Attachments: Miller Motte Transfer.pdf; Letter_Revised.pdf
Letter revised to add Debra Ray as a recipient.
KJ
From: Johnson, Kelly
Sent: Tuesday, January 20, 2015 3:11 PM
To: Crystal Coast Engineering
Subject: SW8 110504, Miller Motte Exansion, Stormwater Permit
David,
I went through this today, and it looks good. I need two things:
1.) The permit has been transferred to Onslow Investors, LLC(see attached). So, they need to be listed as the
applicant. Also, Debra Ray (rather than Ray Rouse) is listed as the only manager per the NCSoS. So, she will
have to sign or submit a letter delegating authority.
2.) DA map (which we already discussed this morning.)
I have drafted it, and I can get it out pretty soon after hearing back from you. Letter scan attached, hard copy in mail.
KJ
Kt?LLUiohVuSCVi.
Kelly Johnson
Environmental Engineer.
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
1

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND.SURVEYING—LAND PLANNING—MAPPING
P.O. BOX 1685
JACKSONVILLE,NC 28541
OFFICE:[phone] FAX:[phone] Letter Of Transmittal
^_ E-MAIL:bettvbnj1pnexom
Or briani na jlnnc.com
DATE:
January 20,2015
TO: Mr. Cameron Weaver ATTENTION:
N.C. Department of Environment and Natural Mr.Cameron Weaver
Re:
Resources—Division of Energy, Mineral & Land Miller-Motte College Facilit Expansion—SW8 110504
Resources/Land Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
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
1 Copy of Deed of Record
2 Copies of Annual Report for Ray Development and Consulting LLC
&Onslow Investors, LLC
) n®
N Z U ZU15 1
REMARKS:
SIGNED11'6 1--R �

For DENR Use ONLY
Reviewer:
��;� North Carolina Department of Environment and submit: -
�� Natural Resources G J
NCDENR Request for Express Permit Review Time
1� camirm.
FILL-IN all the information below and CHECK the Permits)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan fPDF file)and vicinity map(same items expected in the application
ap ckage of the project location.Please include this form in the application package.
: Asheville Region-Alison Davidson 828-296-4698;[e-mail] Provided Existing Permits
' 9 related to this Proiecl
• Fayetteville or Raleigh Region-David Lee 919-791.4203;[e-mail]
• Mooresville& Winston Salem Region-Patrick Grogan 704-235-2107 or [e-mail] SW—
• Washington Region-Lyn [e-mail] SW
• Wilmington Region-Janet Russell 910-796-7302 or [e-mail] SNPDES
W
• Wilmington Region-Cameron Weaver 910-796.7303or [e-mail] NPDES
NOTE:Project application received after 12 noon will be stamped in the following work day. WQ—
Project Name: MILLER-MOTTE COLLEGE FACILITY EXPANSION County:ONSLOW E&S
Applicant: CLIFFORD JAMES RAY, MANAGER Company: RAY DEVELOPMENT AND CONSULTING,LLC E&S_
Address:310 BRETONSHIRE ROAD City:WILMINGTON, State: NC Zip:28504-_ Other
Phone:[phone], Fax:___, Email:cliff@ raydevelopment.com@
Physical Location:105 NEW FRONTIER WAY
Project Drains into C waters-Water classification NSW(for classification see- http://portal.ncdenr.org/web/wq/ps/csu/classifications)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within'h mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters?N
Engineer/Consultant: DAVID K. NEWSOM Company:CRYSTAL COAST ENGINEERING
Address:205 WARD RD UNIT#3 City:SWANSBORO,State:NC Zip:28584-_
Phone:[phone],Fax:[phone], Email:[e-mail] C
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILAB
$_ It JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY ® DWO, ❑ 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 ❑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 7#Curb Outlet Swales ❑Off-site[SW_ (Provide permit#)]
® High Density-Detention Pond _#Treatment Systems ❑ High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑ High Density-SW Wetlands _#Treatment Systems
El High Density-Other _#Treatment Systems /®Ni Major❑ Minor❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit n)
❑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 scoping and express meeting request)
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
_ For DENR use only_
Fee Split for multiplepermits: Check# Total Fee Amount $
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAM A $ Variance(❑Mal;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
Los $ Stream Deter,_ $
NCDENR EXPRESS October 2013

Stormwater Treatment Narrative
Miller-Motte College Expansion
On May 19, 2011, DWQ issued SW8 110504 to Ray Development and Consulting, LLC
allowing the construction of the Miller Motte College facility on a 3.20 acre tract located
on the corner of Williamsburg Parkway and New Frontier Way (near Western Boulevard
Extension), within the city limits of Jacksonville, NC. That permit allowed construction of
152,017 sf of BUA associated with that facility.
Miller Motte College now plans to expand the facility, proposing to construct a 21,896 sf
building and associated parking and sidewalks. Although the existing pond was
constructed as to provide for limited future expansion, the pond as permitted contains
inadequate capacity to accommodate this expansion. Therefore, a slight pond
expansion is proposed to accommodate this additional BUA.
The project site is located in the White Oak River basin, and is currently undeveloped.
In general, the site area is flat to gently sloping (0 - 0.4%), and drains to an existing ditch
along the northern property boundary and also to the rear (southern boundary) of the
tract. A small portion of non-coastal wetlands is located to the south - outside the 3.20
acre area of currently proposed development. Runoff from the site drains ultimately to
the southwest into an unnamed tributary of New River (C;NSW)

Page I of 3
w8 � ca5�y
II�N�VI�I�INPI�I��NINN���NJ�NINN
Doe 10: 009015050 1
: 07/ 4/Y01 t11e0 3P
Recorded
AM
Fee Amt: $505.00 Paga 1 of 3
Revenue Tax: E490.00
OnaloW County NL
Rebecea L. Po AM Req. of Deeds
BK3622 P0354-356
nds deed prase ted to
The ekxtce-
Bate
Delinquent taxes,if any,to be paid by the closing attorney to the Onslow County Tax Collector upon disbursement of
closing proceeds.The hereinafter described property_does xx does not include the primary residence of Grantor.
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax$480.00 Recording Time.Book and Page set forth above
This instrument prepared by:Gaylor Edwards&Vatcher,P.A.,Licensed North Carolina Attorneys
Tax Parcel I.D.(New PARCEL ID:339-20.50(069645)
Brief description for index:Tract I,3.20 acres,Map Bk 62,Pg 37
+—
THIS DEED made this J 3 day of July,2011 by and between:
GRANTOR: ' GRANTEE:
r
CITY OF JACKSONVILLE,a body ONSLOW INVESTORS,LLC,a North'
politic and corporate Carolina limited liability company
Mailing address: ` Mailing address:
P.O.Box 128 3684-C Henderson Drive
Jacksonville,NC 29541 ` Jacksonville,NC 28546
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors and
assigns and shall include singular,plural,masculine,feminine or neuter as required by context.
WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt and
sufficiency of which is hereby acknowledged,has and by these presents does grant,bargain,sell,and
convey unto the Grantee,in fee simple,all that/those certain tract(s),lot(s)or parcel(s)of land,situated in
Jacksonville Township,Onslow County,North Carolina and more particularly described as follows:
BEING all of Tract 1,containing 3.20 aces,as shown on a map entitled,"Recombination Map of Tract I
&Tract 11,Jacksonville Business Park",dated April 7,2011,prepared by John L.Pierce&Associates,
P.A.and recorded in Map Book 62,Page 37,Slide N-71,in the Office of the Register of Deeds of Onslow
County,North Carolina.
SUBJECT to covenants,restrictions,easements and conditions as contained in those Restrictive
Covenants recorded in Book 2417,Page 498,Onslow County Registry.
J:LWPDOCa CG ORM1MM%CT OFJACK WLLE.ON LO IWUTM,TRTLwO
JAN 10 13i5
Book: 3622 Page, 1977-Current: 354 Se : 1
9 � 9
Book:3622 Page: 354 Page 1 of

Page 2 of 3
BY ACCEPTANCE AND RECORDATION OF THIS DEED,Grantee further covenants and agrees that,
unless otherwise expressly agreed by Grantor,in writing,the above described property shall restricted
to the following uses:
animal hospitals,builders supply and equipment sales;colleges,universities and post-secondary
education institutions;governmental uses and operations,such as fire stations,maintenance and
operations facilities,and similar governmental facilities;commercial or non-commercial greenhouses or
horticultural gardens,heavy equipment sales and services;lumberyard;retail sales;offices-business,
professional,and public;public utilities substations;storage and service yards;studios for artists,
designers,photographers,and other similar activities;telecommunications antenna,collocation on
existing tower,telecommunications antenna,placement on existing building:telecommunications,
stealth;telecommunications tower,freestanding:flex space;and accessory uses.
This restriction shall be appurtenant to the land described above,binding upon the Grantee,its
successors and assigns,and enforceable by Grantor for so long as the Grantor owns any of the property
described in the deed recorded in Book 1415,Page 1001,Onslow County Registry.
Grantor specifically acknowledges and agrees that the use of the above described property for the
operation of a Miller-Motte College is a permitted use.
The property herein above described was acquired,or is a portion of the property acquired,by Grantor by
instrument recorded in:Book 1415,Page 1001,Onslow County Registry.
A map showing the above described property is recorded in:Map Book 62,Page 37,Onslow County
Registry.
TO HAVE AND TO HOLD the aforesaid tract(s),lot(s)or parcel(s)of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
THE GRANTOR COVENANTS WITH THE GRANTEE,that Grantor has done nothing to impair the title
to the above described property;that to the best of Grantor's knowledge,title is marketable and free and
clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful claims of
all persons claiming by,under or through the Grantor,except for the exceptions stated herein.
Title to the property herein above described is subject to the following exceptions:
Restrictions set forth in Book 2417,Page 498,restrictive use covenant set forth above,and matters shown
on the map recorded in Map Book 62,Page 37,Onslow County Registry.
IN WITNESS WHEREOF,the Grantor has hereto set his/her hand and seal,or if corporate or other
entity,has caused this instrument to be executed by its duly authorized partner(s),manager(s),
representative(s)or officer(s),the day and year first above written.
Cl JA SONVILLE,a body politic and corporate
Attest:
�pF mCKSO
� me: Richard L.Wo9ff
armen K.Miradee U vt4ce4, �`[�Ile: Jacksonville City Manager
City Clerks
l:\'hY9 %GE ORM1OEF %CRY?I N MUT I.0
CA
Book: 3622 Page, 1977-Current: 354 Seq: 2
Book:3622 Page: 354 Page 2 of 3

Page 3 of 3
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
The undersigned,a Notary Public in and for the aforesaid County and State,certify that Carmen K.Miracle
personally came before me this day and acknowledged that she is City Clerk of the City of Jacksonville,a
North Carolina Municipal Corporation,and that by authority duly given and as the act of the corporation,
the foregoing instrument was signed in its name by Richard L.Woodruff, Jacksonville City Manager,with
authority duly given,sealed with its corporate seal and attested by her as its City Clerk.
Witness my hand and official stamp or seal,this 1 day of July,2011.
My commission expires: Notary Public
gVBL�G�
f:kwrWOc Grvnazw�orsofumorJnasa+ .omLMWVBT00. TRT LwO
Book: 3622 Page, 1977-Current: 354 Seq: 3
Book:3622 Page: 354 Page 3 of 3

Design Calculations Crystal Coast Engineering, PA.•..,,
Stormwater Treatment Facilities 205-3 Ward Road
for Swansboro, NC 28584
Miller Motte College Facility Expansion 910-325-0006
located in Business License:C-2553
Onslow County -
1. PROJECT DESCRIPTION /=
The Project consists of an expansion to college facility.
Q ��UI�
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas: Existin Proposed Total
On-Site Buildings. 1 3,6521 21,8961 35,548 SF
On-Site Streets 0 0 0 SF
On-Site Parking 31,367 63,626 94,993 SF
On-Site Sidewalks 6,956 5,568 12,524 SF
Other on-site 0 0 0
Off-site 0 0 0
Sub-Total 51,975 91,090 143,065 SF
Existing Road (1/2 Frontier Way) 16,856 01 16,856 SF
FUTURE(reserved) 0 0 0
Total 68,831 91,090 159,921 SF
Total Area Drainage to Pond: 2-4 2_14--31 SF
Percent Impervious = 0.660 or 66.0 % ® p
b. Compute Pond Surface Area JAN 2 0 2015
Using Surface Area to Drainage Area Ratio Chart for 90%T'SS Removal (copy attached)-and-
assuming 3.8 3 foot pond depth:
SA/CA = 6.02 % (interpolated- Select from Highlighted Cell in SA/DA)
Therefore:
Surface Area = SA/DA x Drainage Area
14,567 SF say 14,570 SF
must be > 14,567 SF
c. Compute Minimum Pond Dimensions
�b

Assume rectangular shape with 3:1 Length (L)to Width (W) Ratio:
Min Length = 209.04 feet
Min Width = 69.68 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length = 200.7 feet
so, Hydr. Width (a\ 72.6 feet(avg)
Actual L/W= 2.8 (irregular shape)
3. DETERMINE REQUIRED STORAGE VOLUME
Design Rainfall Depth = t r5 inches
Using Schuler"Simple Method":
Rv= 0.05 + 0.009(I) where I = percent impervious
Rv= 0.644 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 19,505 CF say 19 608 CF
Must be > 19,505 SF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 1.25
S. 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/0.026 (h)5).5
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
0.065 cfs
h = D/3
= 0.42
Solving for D:
D = 1.97 Use 2.00 " pipe
Actual Drawdown with actual drawdown pipe diameter(using orifice equation):
Z

Q= 0.067 cfs
Draw Down Period IMMENIFAL361 days OK , < 5.0
6. SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Q10 flow< or+to 1.5 Feet
Using Rational Formula (Q=CIA)where:
Cimper= 0.8
Cpery= 0.2
Ccum = 0.58
110 = 7.16 in/hr
A= 5.56 ac
Q10 = 23.06 cfs
Using Francis Formula (Q=3.OLH"5)to solve for L such that H = 1.5 Feet
Min L = 4.183 Linear Feet
Use ®Linear Foot Weir
Use 5 Square Precast Structure
7. DETERMINE Q10 STAGE
Q10 = 23.06 cfs
From Routing Analysis, H 10 = 1.92
8. DETERMINE 0100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA)where:
Cimper= 0.8
Cpery= 0.2
Ccum = 0.58
1100 = 9.50 in/hr
A= 5.56 ac
Q100 = 30.59 cfs
From Routing Analysis, H100 = 2:21
9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate 0100)

Emergency spillway shall be abroad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/(Cw x L))zis
where: Q = Q100 30.59 cfs
Cw= 3.0
Length = 30 feet
H = 0.49 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):
Avg Incr. Incr. Cum.
Main Bay Volume : Elevation Area SF Area SF Depth (FT) Vol (CF) Vol (CF)
Pond Bottom 34.00 941
Bottom Veg Shelf 42.16 8,393 4,667 8.16 38,083 38,083
Normal Pond 42.75 11,640 10,017 0.59 5,910 43,992
Main Bay Volume = 43,992 CF
Forebay Volume : Elevation Area SF Area SF Depth (FT) Vol (CF) Vol (CF)
Pond Bottom 35.00 120
Normal Pond 42.751 2,930 1,525 7.75 11,819 11,819
Forebay Volume = 11,819 CF
Total Pond Volume= 55,811 CF
Total Pond Area = 14,570 SF
Forebay Volume equates to 21.2 % of Total Volume
Must be> 18% and <22%
Average Pond Depth = 3.83 feet
Compare to assumed Depth 1111080M feet
Temp. Storage Volume : Elevation Area SF Area SF Depth (FT) Vol (CF) Vol (CF)
Normal Pond 42.75 14,570
Temp. Pond Level 1 44.001 16,802 15,686 1.25 19,608 19,608
Temporary Level should be 44.00 or greater
Temp..Pool Volume = 19,608 CF
11. SUMMARY
Pond Elevations:
Relative Actual
Lt

Top Berm (minimum) 12.70 45.45
H= 0.49
100-Yr. Storm 12.21 44.96 (emerg. weir elev)
H100= 2.21
10-Yr. Storm 11.92 44.67
H10= 1.92
1-inch Storage 10.00 44.00 (primary weir elev)
storage depth= 1.25
Permanent Pool 8.75 42.75 (invert out elev)
pond depth= &75
Pond Bottom 0 34.00
12. WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 242,143 sf
Impervious Area 159,921 sf
% Impervious 66.0 %
Design Rainfall Depth 1.5 in
Storage Volume
Min. Volume Required 19,505 cf
Volume Provided 19,608 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth 3.65 in
Rational C, predevelopment 0.15
Rational C, post development 0.58
Rainfall Intensity 1 yr 24 hr 0.15 in/hr
Pre Dev Q1(24 hour) 0.13 cfs
Post Dev Q1 (24 hour) 0.49 cfs
Pre/Post Flow Control 0.36 cfs
Basin Elevations
Basin Bottom Elevation 33.00 feet(Elev)
Sediment Cleanout Elevation 34.00 feet(Elev)
Permanent Pool Elevation 42.75 feet(Elev)
Temporary Pool Elevation 44.00 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio 6.02
Surface Area Required 14,567 sf
Surface Area Provided 14,570 sf
Permanent Pool Volume 55,811 cf
Average Depth 3.83 feet
Forebay Volume 11,819 cf
Forebay% of Total Volume 21.2 %
Temporary pool Area 16,802 sf
Drawdown Calculations
Drawdown Time 3.36 days
Discharge Rate 0.067 cfs
Pre Dev Q1(24 hour) 0.13 cfs

Post Dev Q1 (24 hour) 0.07 cfs
Additional Information
Diameter of orifice 2.00 in
Design TSS Removal 90 %
Basin Side Slopes 3 :1
Vegetated Shelf Slope 10 :1
Vegetated Shelf Width 10 ft
Length to Width Ratio 3 :1
Trash Rack? Yes
Freeboard Provided? Yes
Vegetated Filter Provided? No
Recorded Easement? Yes
Captures all Runoff? Yes
Drain Mechanism Pump

Simplified Routing Procedure - 10 Year Storm Crystal Coast En-gineering, PA
205-3 Ward Road
Project: Miller Motte Expansion --� Swansboro, NC 28584
Date: l 12/2/2014 ( 910-325-0006
Business License:C-2553
Increment --- -1�minutes (Must be < 29 minutes)
Orifice Weir Pump Total Total
Time Time Inflow(cfs), Inflow Stored Volume Stage Water Surface Outflow Outflow Outflow Outflow Outflow
min da s cfs (ccf) (_cf) u Elevation cfs) (cfs) (cfs) (cfs cf__)f
0 0.0 0.00 0.00 0 0.00 42.75 0.00 0.00 0.00 0.00 0
1 0.0 0.08 4.90 5 0.00 42.75 0.00 0.00 0.00 0.00 0
2 0.0 0.33 19.55 24 0.00 42.75 0.01 0.00 0.00 0.01 0
3 0.0 0.73 43.78 68 0.01 42.76 0.01 0.00 0.00 0.01 1
4 0.0 1.29 77.30 144 0.02 42.77 0.01 0.00 0.00 0.01 1
5 0.0 2.00 119.72 263 0.03 42.78 0.02 0.00 0.00 0.02 1
6 0.0 2.84 170.55 433 0.04 42.79 0.02 0.00 0.00 0.02 1
7 0.0 3.82 229.21 661 0.06 42.81 0.03 0.00 0.00 0.03 2
8 0.0 4.92 295.00 954 0.08 42.83 0.03 0.00 0.00 0.03 2
9 0.0 6.12 367.16 1320 0.11 42.86 0.04 0.00 0.00 0.04 2
10 0.0 7.41 444.85 1762 0.15 42.90 0.04 0.00 0.00 0.04 2
11 0.0 8.79 527.17 2287 0.18 42.93 0.05 0.00 0.00 0.05 3
12 0.0 10.22 613.17 2898 0.23 42.98 0.05 0.00 0.00 0,05 3
13 0.0 11.70 701.82 3596 0.28 43.03 0.06 0.00 0.00 0.06 3
14 0.0 13.20 792.12 4385 0.33 43.08 0.06 0.00 0.00 0.06 4
15 0.0 14.72 883.01 5265 0.39 43.14 0.07 0.00 0.00 0.07 4
16 0.0 16.22 973.42 6234 0.45 43.20 0.07 0.00 0.00 0.07 4
17 0.0 17.71 1062.31 7292 0.52 43.27 0.08 0.00 0.00 0.08 5
18 0.0 19.14 1148.64 8436 0.59 43.34 0.08 0.00 0.00 0.08 5
19 0.0 20.52 1231.41 9663 0.67 43.42 0.09 0.00 0.00 0.09 5
20 0.0 21.83 1309.66 10967 0.75 43.50 0.09 0.00 0.00 0.09 5
21 0.0 23.04 1382.47 12344 0.83 43.58 0.10 0.00 0.00 0.10 6
22 0.0 24.15 1449.00 13787 0.92 43.67 0.10 0.00 0.00 0.10 6
23 0.0 25.14 1508.47 15290 1.01 43.76 0.11 0.00 0.00 0.11 6
24 0.0 26.00 1560.19 16844 1.10 43.85 0.11 0.00 0.00 0.11 7
25 0.0 26.73 1603.56 18441 1.19 43.94 0.11 0.00 0.00 0.11 7
26 0.0 27.30 1638.08 20072 1.29 44.04 0.12 0.25 0.00 0.37 22
- Page 1 of 4

27 0.0 27.72 1663.34 21713 1.38 44.13 0.12 1.69 0.00 1.82 109
28 0.0 27.98 1679.05 23283 1.47 44.22 0.13 3.69 0.00 3.82 229
29 0.0 28.08 1685.02 24739 1.55 44.30 0.13 5.94 0.00 6.07 364
30 0.0 28.02 1681.19 26056 1.62 44.37 0.13 8.25 0.00 8.38 503
31 0.0 27.79 1667.61 27220 1.69 44.44 0.14 10.48 0.00 10.61 637
32 0.0 27.41 1644.42 28228 1.74 44.49 0.14 12.53 0.00 12.67 760
33 0.0 26.87 1611.90 29080 1.79 44.54 0.14 14.36 0.00 14.50 870
34 0.0 26.17 1570.43 29780 1.83 44.58 0.14 15.91 0.00 16.06 963
35 0.0 25.34 1520.49 30338 1.86 44.61 0.14 17.19 0.00 17.33 1040
36 0.0 24.38 1462.67 30760 1.88 44.63 0.14 18.17 0.00 18.32 1099
37 0.0 23.34 1400.25 31062 1.90 44.65 0.14 18.89 0.00 19.03 1142
38 0.0 22.32 1339.06 31259 1.91 44.66 0.15 19.36 0.00 19.50 1170
39 0.0 21.34 1280.56 31369 1.92 44.67 0.15 19.62 0.00 19.77 1186
40 0.0 20.41 1224.60 31408 C1:92:-D 44.67 0.15 19.72 0.00 19.86 1192
41 0.0 19.52 1171.10 31387 1.92 44.67 0.15 19.67 0.00 19.81 1189
42 0.0 18.67 1119.93 31318 1.91 44.66 0.15 19.50 0.00 19.65 1179
43 0.0 17.85 1070.99 31211 1.91 44.66 0.15 19.24 0.00 19.39 1163
44 0.0 1T07 1024.20 31072 1.90 44.65 0.14 18.91 0.00 19.05 1143
45 0.0 16.32 979.45 30908 1.89 44.64 0.14 18.52 0.00 18.67 1120
46 0.0 15.61 936.65 30725 1.88 44.63 0.14 18.09 0.00 18.23 1094
47 0.0 14.93 895.73 30526 1.87 44.62 0.14 17.63 0.00 17.77 1066
48 0.0 14.28 856.59 30317 1.86 44.61 0.14 17.14 0.00 17.28 1037
49 0.0 13.65 819.16 30099 1.85 44.60 0.14 16.64 0.00 16.78 1007
50 0.0 13.06 783.37 29875 1.84 44.59 0.14 16.13 0.00 16.27 976
51 0.0 12.49 749.14 29648 1.82 44.57 0.14 15.62 0.00 15.76 946
52 0.0 11.94 716.41 29419 1.81 44.56 0.14 15.10 0.00 15.25 915
53 0.0 11.42 685.11 29190 1.80 44.55 0.14 14.60 0.00 14.74 884
54 0.0 10.92 655.17 28960 1.79 44.54 0.14 14.10 0.00 14.24 854
55 0.0 10.44 626.55 28733 1.77 44.52 0.14 13.60 0.00 13.74 825
56 0.0 9.99 599.17 28507 1.76 44.51 0.14 13.12 0.00 13.26 796
57 0.0 9.55 572.99 28285 1.75 44.50 0.14 12.65 0.00 12.79 767
58 0.0 9.13 547.95 28065 1.74 44.49 0.14 12.19 0.00 12.33 740
59 0.0 8.73 524.01 27850 1.72 44.47 0.14 11.75 0.00 11.88 713
60 0.0 8.35 501.12 27638 1.71 44.46 0.14 11.31 0.00 11.45 687
61 0.0 7.99 479.22 27430 1.70 44.45 0.14 10.89 0.00 11.03 662
62 0.0 7.64 458.28 27226 1.69 44.44 0.14 10.49 0.00 10.62 637
63 0.0 7.30 438.26 27027 1.68 44.43 0.14 10.09 0.00 10.23 614
CID Page 2 of 4

64 &0 6.99 419.11 26832 1.67 44.42 0.14 9.71 0.00 9.85 591
65 0.0 6.68 400.80 26642 1.66 44.41 0.14 9.35 0.00 9.48 569
66 0.0 6.39 383.28 26457 1.65 44.40 0.13 9.00 0.00 9.13 548
67 0.0 6.11 366.54 26275 1.64 44.39 0.13 8.65 0.00 8.79 527
68 0.0 5.84 350.52 26098 1.63 44.38 0.13 8.33 0.00 8.46 508
69 0.0 5.59 335.21 25926 1.62 44.37 0.13 8.01 0.00 8.14 489
70 0.0 5.34 320.56 25758 1.61 44.36 0.13 7.71 0.00 7.84 470
71 0.0 5.11 306.55 25594 1.60 44.35 0.13 7.41 0.00 7.55 453
72 0.1 4.89 293.16 25435 1.59 44.34 0.13 7.13 0.00 7.26 436
73 0.1 4.67 280.35 25279 1.58 44.33 0.13 6.86 0.00 6.99 419
74 0.1 4.47 268.10 25128 1.57 44.32 0.13 6.60 0.00 6.73 404
75 0.1 4.27 256.39 24981 1.56 44.31 0.13 6.35 0.00 6.48 389
76 0.1 4.09 245.18 24837 1.56 44.31 0.13 6.11 0.00 6.24 374
77 0.1 3.91 234.47 24697 1.55 44.30 0.13 5.87 0.00 6.00 360
78 0.1 3.74 224.23 24561 1.54 44.29 0.13 5.65 0.00 5.78 347
79 0.1 3.57 214.43 24429 1.53 44.28 0.13 5.43 0.00 5.56 334
80 0.1 3.42 205.06 24300 1.53 44.28 0.13 5.23 0.00 5.36 321
81 0.1 3.27 196.10 24175 1.52 44.27 0.13 5.03 0.00 5.16 310
82 0.1 3.13 187.53 24053 1.51 44.26 0.13 4.84 0.00 4.97 298
83 0.1 2.99 179.34 23934 1.51 44.26 0.13 4.66 0.00 4.78 287
84 0.1 2.86 171.50 23818 1.50 44.25 0.13 4.48 0.00 4.61 276
85 0.1 2.73 164.01 23706 1.49 44.24 0.13 4.31 0.00 4.44 266
86 0.1 2.61 156.84 23597 1.49 44.24 0.13 4.15 0.00 4.28 257
87 0.1 2.50 149.99 23490 1.48 44.23 0.13 3.99 0.00 4.12 247
88 0.1 2.39 143.44 23386 1.47 44.22 0.13 3.84 0.00 3.97 238
89 0.1 2.29 137.17 23285 1.47 44.22 0.13 3.70 0.00 3.82 229
90 0.1 2.19 131.18 23187 1.46 44.21 0.13 3.56 0.00 3.68 221
91 0.1 2.09 125.44 23092 1.46 44.21 0.13 3.42 0.00 3.55 213
92 0.1 2.00 119.96 22999 1.45 44.20 0.13 3.29 0.00 3.42 205
93 0.1 1.91 114.72 22908 1.45 44.20 0.13 3.17 0.00 3.30 198
94 0.1 1.83 109.71 22820 1.44 44.19 0.13 3.05 0.00 3.18 191
95 0.1 1.75 104.91 22734 1.44 44.19 0.13 2.94 0.00 3.06 184
96 0.1 1.67 100.33 22651 1.43 44.18 0.13 2.83 0.00 2.95 177
97 0.1 1.60 95.95 22570 1.43 44.18 0.13 2.72 0.00 2.85 171
98 0.1 1.53 91.75 22490 1.42 44.17 0.13 2.62 0.00 2.75 165
99 0.1 1.46 87.75 22413 1.42 44.17 0.13 2.52 0.00 2.65 159
100 0.1 1.40 83.91 22338 1.42 44.17 0.12 2.43 0.00 2.55 153
Page 3 of 4

101 0.1 1.34 80.25 22265 1.41 44.16 0.12 2.34 0.00 2.46 148
102 0.1 1.28 76.74 22194 1.41 44.16 0.12 2.25 0.00 2.38 143
103 0.1 1.22 73.39 22125 1.40 44.15 0.12 2.17 0.00 2.29 138
104 0.1 1.17 70.18 22058 1.40 44.15 0.12 2.09 0.00 2.21 133
105 0.1 1.12 67.11 21992 1.40 44.15 0.12 2.01 0.00 2.14 128
106 0.1 1.07 64.18 21928 1.39 44.14 0.12 1.94 0.00 2.06 124
107 0.1 1.02 61.38 21866 1.39 44.14 0.12 1.87 0.00 1.99 119
108 0.1 0.98 58.69 21805 1.39 44.14 0.12 1.80 0.00 1.92 115
109 0.1 0.94 56.13 21746 1.38 44.13 0.12 1.73 0.00 1.85 111
110 0.1 0.89 53.68 21689 1.38 44.13 0.12 1.67 0.00 1.79 107
111 0.1 0.86 51.33 21633 1.38 44.13 0.12 1.60 0.00 1.73 104
112 0.1 0.82 49.09 21578 1.37 44.12 0.12 1.55 0.00 1.67 100
113 0.1 0.78 46.94 21525 1.37 44.12 0.12 1.49 0.00 1.61 97
114 0.1 0.75 44.89 21473 1.37 44.12 0.12 1.43 0.00 1.56 93
115 0.1 0.72 42.93 21422 1.36 44.11 0.12 1.38 0.00 1.50 90
116 0.1 0.68 41.06 21373 1.36 44.11 0.12 1.33 0.00 1.45 87
117 0.1 0.65 39.26 21325 1.36 44.11 0.12 1.28 0.00 1.40 84
118 0.1 0.63 37.55 21279 1.36 44.11 0.12 1.24 0.00 1.36 81
119 0.1 0.60 35.91 21233 1.35 44.10 0.12 1.19 0.00 1.31 79
120 0.1 0.57 34.34 21189 1.35 44.10 0.12 1.15 0.00 1.27 76
Page 4 of 4

30.00
25.00
20.00
v —Inflow
15.00
0 —Outflow
Li.
10.00
5.00
0.00 III II IIIIII II III II I IIIII IIII IIIII IIII II IIIIII 1 II I II ' III II
1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)
Page 1 of 1

Simplified Routing Procedure- 100 Year Storm Crystal Coast Engineering, PA
205-3 Ward Road
Project: Miller Motte Expansion , Swansboro, NC 28584
Date: 1 2/112 0 1 4 _7 910-325-0005
Business License:C-2553
Increment { ' minutes (Must be < 44minutes)
Orifice Weir Pump Total Total
Time Time Inflow(cfs) Inflow Stored Volume Stage Water Surface Outflow Outflow Outflow Outflow Outflow
min da s cfs (cf) cif Iftl Elevation cfs) (cfs) (cfs) (cfs LC-L
0 0.0 0.00 0.00 0 0.00 42.75 0.00 0.00 0.00 0.00 0
1 0.0 0.04 2.70 3 0.00 42.75 0.00 0.00 0.00 0.00 0
2 0.0 0.18 10.78 13 0.00 42.75 0.01 0.00 0.00 0.01 0
3 0.0 0.40 24.20 37 0.01 42.76 0.01 0.00 0.00 0.01 0
4 0.0 0.72 42.90 80 0.01 42.76 0.01 0.00 0.00 0.01 1
5 0.0 1.11 66.78 146 0.02 42.77 0.01 0.00 0.00 0.01 1
6 0.0 1.60 95.72 241 0.03 42.78 0.02 0.00 0.00 0.02 1
7 0.0 2.16 129.57 369 0.04 42.79 0.02 0.00 0.00 0.02 1
8 0.0 2.80 168.17 536 0.06 42.81 0.03 0.00 0.00 0.03 2
9 0.0 3.52 211.31 746 0.08 42.83 0.03 0.00 0.00 0.03 2
10 0.0 4.31 258.77 1003 0.10 42.85 0.03 0.00 0.00 0.03 2
11 0.0 5.17 310.33 1311 0.13 42.88 0.04 0.00 0.00 0.04 2
12 0.0 6.10 365.72 1675 0.16 42.91 0.04 0.00 0.00 0.04 3
13 0.0 7.08 424.65 2097 0.20 42.95 0.05 0.00 0.00 0.05 3
14 0.0 8.11 486.83 2581 0.23 42.98 0.05 0.00 0.00 0.05 3
15 0.0 9.20 551.95 3130 0.28 43.03 0.06 0.00 0.00 0.06 3
16 0.0 10.33 619.67 3746 0.33 43.08 0.06 0.00 0.00 0.06 4
17 0.0 11.49 689.65 4432 0.38 43.13 0.06 0.00 0.00 0.06 4
18 0.0 12.69 761.55 5190 0.43 43.18 0.07 0.00 0.00 0.07 4
19 0.0 13.92 834.99 6021 0.49 43.24 0.07 0.00 0.00 0.07 4
20 0.0 15.16 909.60 6926 0.56 43.31 0.08 0.00 0.00 0.08 5
21 0.0 16.42 985.02 7906 0.63 43.38 0.08 0.00 0.00 0.08 5
22 0.0 17.68 1060.85 8962 0.70 43.45 0.09 0.00 0.00 0.09 5
23 0.0 18.95 1136.71 10093 0.78 43.53 0.09 0.00 0.00 0.09 6
24 0.0 20.20 1212.21 11300 0.86 43.61 0.10 0.00 0.00 0.10 6
25 0.0 21.45 1286.99 12581 0.94 43.69 0.10 0.00 0.00 0.10 6
26 0.0 22.68 1360.65 13936 1.03 43.78 0.11 0.00 0.00 0.11 6
Page 1 of 4

27 0.0 23.88 1432.83 15362 1.12 43.87 0.11 0.00 0.00 0.11 7
28 0.0 25.05 1503.17 16859 1.22 43.97 0.12 0.00 0.00 0.12 7
29 0.0 26.19 1571.29 18423 1.32 44.07 0.12 0.63 0.00 0.75 45
30 0.0 27.28 1636.87 20015 1.42 44.17 0.12 2.46 0.00 2.58 155
31 0.0 28.33 1699.57 21559 1.51 44.26 0.13 4.84 0.00 4.97 298
32 0.0 29.32 1759.07 23020 1.60 44.35 0.13 7.52 0.00 7.65 459
33 0.0 30.25 1815.07 24376 1.68 44.43 0.14 10.31 0.00 10.45 627
34 0.0 31.12 1867.28 25616 1.76 44.51 0.14 13.09 0.00 13.23 794
35 0.0 31.92 1915.46 26738 1.83 44.58 0.14 15.77 0.00 15.92 955
36 0.0 32.66 1959.34 27742 1.89 44.64 0.14 18.30 0.00 18.44 1107
37 0.0 33.31 1998.71 28634 1.94 44.69 0.15 20.64 0.00 20.78 1247
38 0.0 33.89 2033.37 29421 1.99 44.74 0.15 22.77 0.00 22.91 1375
39 0.0 34.39 2063.14 30109 2.03 44.78 0.15 24.68 0.00 24.83 1490
40 0.0 34.80 2087.88 30707 2.06 44.81 0.15 26.38 0.00 26.53 1592
41 0.0 35.12 2107.46 31223 2.09 44.84 0.15 27.87 0.00 28.02 1681
42 0.0 35.36 2121.77 31663 2.12 44.87 0.15 29.16 0.00 29.32 1759
43 0.0 35.51 2130.76 32035 2.14 44.89 0.15 30.27 0.00 30.42 1825
44 0.0 35.57 2134.36 32344 2.16 44.91 0.15 31.19 0.00 31.35 1881
45 0.0 35.54 2132.57 32596 2.17 44.92 0.15 31.96 0.00 32.11 1927
46 0.0 35.42 2125.39 32795 2.19 44.94 0.16 32.56 0.00 32.72 1963
47 0.0 35.21 2112.86 32945 2.19 44.94 0.16 33.02 0.00 33.18 1991
48 0.0 34.92 2095.04 33049 2.20 44.95 0.16 33.34 0.00 33.50 2010
49 0.0 34.53 2072.02 33111 2.20 44.95 0.16 33.53 0.00 33.69 2021
50 0.0 34.07 2043.92 33134 c2-21=� 44.96 0.16 33.60 0.00 33.76 2025
51 0.0 33.51 2010.88 33119 2.20 44.95 0.16 33.56 0.00 33.71 2023
52 0.0 32.88 1973.07 33070 2.20 44.95 0.16 33.40 0.00 33.56 2014
53 0.0 32.18 1930.68 32987 2.20 44.95 0.16 33.15 0.00 33.30 1998
54 0.0 31.40 1883.93 32873 2.19 44.94 0.16 32.80 0.00 32.95 1977
55 0.0 30.55 1833.04 32728 2.18 44.93 0.16 32.36 0.00 32.51 1951
56 0.0 29.68 1780.97 32558 2.17 44.92 0.15 31.84 0.00 32.00 1920
57 0.0 28.82 1729.29 32368 2.16 44.91 0.15 31.27 0.00 31.42 1885
58 0.0 27.99 1679.11 32162 2.15 44.90 0.15 30.65 0.00 30.80 1848
59 0.0 27.17 1630.39 31944 2.14 44.89 0.15 30.00 0.00 30.15 1809
60 0.0 26.38 1583.09 31718 2.12 44.87 0.15 29.32 0.00 29.48 1769
61 0.0 25.62 1537.15 31487 2.11 44.86 0.15 28.64 0.00 28.79 1728
62 0.0 24.88 1492.55 31252 2.09 44.84 0.15 27.95 0.00 28.11 1686
63 0.0 24.15 1449.24 31015 2.08 44.83 0.15 27.26 0.00 27.42 1645
\_, Page 2 of 4

64 0.0 23.45 1407.19 30777 2.07 44.82 0.15 26.58 0.00 26.73 1604
65 0.0 22.77 1366.36 30540 2.05 44.80 0.15 25.90 0.00 26.05 1563
66 0.0 22.11 1326.72 30303 2.04 44.79 0.15 25.23 0.00 25.38 1523
67 0.0 21.47 1288.22 30069 2.03 44.78 0.15 24.57 0.00 24.72 1483
68 0.0 20.85 1250.84 29837 2.01 44.76 0.15 23.92 0.00 24.07 1444
69 0.0 20.24 1214.55 29607 2.00 44.75 0.15 23.28 0.00 23.43 1406
70 0.0 19.66 1179.31 29381 1.98 44.73 0.15 22.66 0.00 22.80 1368
71 0.0 19.08 1145.09 29158 1.97 44.72 0.15 22.05 0.00 22.19 1332
72 0.1 18.53 1111.86 28938 1.96 44.71 0.15 21.45 0.00 21.60 1296
73 0.1 17.99 1079.60 28722 1.95 44.70 0.15 20.87 0.00 21.02 1261
74 0.1 17.47 1048.28 28509 1.93 44.68 0.15 20.30 0.00 20.45 1227
75 0.1 16.96 1017.86 28300 1.92 44.67 0.15 19.75 0.00 19.90 1194
76 0.1 16.47 988.33 28094 1.91 44.66 0.15 19.21 0.00 19.36 1161
77 0.1 15.99 959.65 27893 1.90 44.65 0.14 18.69 0.00 18.83 1130
78 0.1 15.53 931.80 27694 1.88 44.63 0.14 18.18 0.00 18.32 1099
79 0.1 15.08 904.77 27500 1.87 44.62 0.14 17.68 0.00 17.82 1069
80 0.1 14.64 878.51 27309 1.86 44.61 0.14 17.20 0.00 17.34 1040
81 0.1 14.22 853.02 27121 1.85 44.60 0.14 16.73 0.00 16.87 1012
82 0.1 13.80 828.27 26938 1.84 44.59 0.14 16.27 0.00 16.41 985
83 0.1 13.40 804.24 26757 1.83 44.58 0.14 15.82 0.00 15.96 958
84 0.1 13.02 780.90 26580 1.82 44.57 0.14 15.39 0.00 15.53 932
85 0.1 12.64 758.25 26407 1.81 44.56 0.14 14.97 &00 15.11 906
86 0.1 12.27 736.24 26237 1.80 44.55 0.14 14.56 0.00 14.70 882
87 0.1 11.91 714.88 26070 1.79 44.54 0.14 14.16 0.00 14.30 858
88 0.1 11.57 694.14 25906 1.78 44.53 0.14 13.77 0.00 13.91 835
89 0.1 11.23 674.00 25745 1.77 44.52 0.14 13.39 0.00 13.53 812
90 0.1 10.91 654.44 25588 1.76 44.51 0.14 13.03 0.00 13.17 790
91 0.1 10.59 635.45 25433 1.75 44.50 0.14 12.67 0.00 12.81 768
92 0.1 10.28 617.01 25282 1.74 44.49 0.14 12.32 0.00 12.46 748
93 0.1 9.99 599.11 25133 1.73 44.48 0.14 11.99 0.00 12.12 727
94 0.1 9.70 581.73 24988 1.72 44.47 0.14 11.66 0.00 11.80 708
95 0.1 9.41 564.85 24845 1.71 44.46 0.14 11.34 0.00 11.48 689
96 0.1 9.14 548.46 24705 1.70 44.45 0.14 11.03 0.00 11.17 670
97 0.1 8.88 532.54 24567 1.70 44.45 0.14 10.73 0.00 10.86 652
98 0.1 8.62 517.09 24432 1.69 44.44 0.14 10.43 0.00 10.57 634
99 0.1 8.37 502.09 24300 1.68 44.43 0.14 10.15 0.00 10.29 617
100 0.1 8.13 487.52 24171 1.67 44.42 0.14 9.87 0.00 10.01 600
Page 3 of 4

101 0.1 7.89 473.37 24044 1.66 44.41 0.14 9.60 0.00 9.74 584
102 0.1 7.66 459.64 23919 1.66 44.41 0.14 9.34 0.00 9.48 569
103 0.1 7.44 446.30 23797 1.65 44.40 0.13 9.09 0.00 9.22 553
104 0.1 7.22 433.35 23677 1.64 44.39 0.13 8.84 0.00 8.97 538
105 0.1 7.01 420.78 23559 1.63 44.38 0.13 8.60 0.00 8.73 524
106 0.1 6.81 408.57 23444 1.63 44.38 0.13 8.36 0.00 8.50 510
107 0.1 6.61 396.71 23331 1.62 44.37 0.13 8.14 0.00 8.27 496
108 0.1 6.42 385.20 23220 1.61 44.36 0.13 7.91 0.00 8.05 483
109 0.1 6.23 374.03 23111 1.61 44.36 0.13 7.70 &00 7.83 470
110 0.1 6.05 363.17 23004 1.60 44.35 0.13 7.49 &00 7.62 457
111 0.1 5.88 352.64 22900 1.59 44.34 0.13 7.29 0.00 7.42 445
112 0.1 5.71 342.40 22797 1.59 44.34 0.13 7.09 0.00 7.22 433
113 0.1 5.54 332.47 22696 1.58 44.33 0.13 6.90 0.00 7.03 422
114 0.1 5.38 322.82 22597 1.58 44.33 0.13 6.71 0.00 6.84 410
115 0.1 5.22 313.46 22500 1.57 44.32 0.13 6.53 0.00 6.66 399
116 0.1 5.07 304.36 22405 1.56 44.31 0.13 6.35 0.00 6.48 389
117 0.1 4.93 295.53 22312 1.56 44.31 0.13 6.18 0.00 6.31 378
118 0.1 4.78 286.95 22221 1.55 44.30 0.13 6.01 0.00 6.14 368
119 0.1 4.64 278.63 22131 1.55 44.30 0.13 5.85 0.00 5.98 359
120 0.1 4.51 270.54 22043 1.54 44.29 0.13 5.69 0.00 5.82 349
Page 4 of 4

40.00 -
35.00
30.00
25.00
t1 �1 —Inflow
20.00
0
Li
15.00 -
10.00 -
5.00 -
0.00 III III II IIIII IIIIIIIIIIIIIIII IIIIIIII I1111 I•I 1 II III III IIIIIII II IIIIIII IIIIIIII III
1 11 21 31 41 51 61 71 81 91 101 111 121
Time (minutes)
\ Page 1 of 1

Stormwater Treatment Narrative
Miller-Motte College Expansion
On May 19, 2011, DWQ issued SW8 110504 to Ray Development and Consulting, LLC
allowing the construction of the Miller Motte College facility on a 3.20 acre tract located
on the corner of Williamsburg Parkway and New Frontier Way (near Western Boulevard
Extension), within the city limits of Jacksonville, NC. That permit allowed construction of
152,017 sf of BUA associated with that facility.
Miller Motte College now plans to expand the facility, proposing to construct a 21,896 sf
building and associated parking and sidewalks. Although the existing pond was
constructed as to provide for limited future expansion, the pond as permitted contains
inadequate capacity to accommodate this expansion. Therefore, a slight pond
expansion is proposed to accommodate this additional BUA.
The project site is located in the White Oak River basin, and is currently undeveloped.
In general, the site area is flat to gently sloping (0 - 0.4%), and drains to an existing ditch
along the northern property boundary and also to the rear (southern boundary) of the
tract. A small portion of non-coastal wetlands is located to the south - outside the 3.20
acre area of currently proposed development. Runoff from the site drains ultimately to
the southwest into an unnamed tributary of New River (C;NSW)
4
4 JAN 2 0 2015

North Carolina Secretary of State Page 1 of 1
"'�y North Carolina
Wit '
kr :;
Elaine F. Marshall
DEPARTMENT OF THE
��r-
Secretary SECRETARY OF STATE
•W;,,w,;,,n PO Box 29622 Raleigh,NC 27626-0622 [phone]
Account Login Register
Date: 12/22/2014
Click here to:
View Document Filings I File an Annual Report I
7L] Print a Pre-populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC RAY DEVELOPMENT AND LEGAL
CONSULTING, LLC
Limited Liability Company Information
SOSID: 1042657
Status: Current-Active
Effective Date: 5/9/2008
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: RAY, CLIFFORD J.
Office Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405-4033
Mailing Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405-4033
Principal Office
Office Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405-4033
Mailing Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405-4033
Officers/Company Officials
Title: MANAGER
Name: CLIFFORD JAMES RAY
Business Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
4906
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8809525 12/22/2014

North Carolina Secretary of State Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
3 4 L
"p Secretary SECRETARY OF STATE
ww. " Ad' PO Box 29622 Raleigh,NC 2762"622 [phone]
Account Login Register
Date: 12/22/2014
Click here to:
View Document Filings I File an Annual Report I
JPrint a Pre-populated Annual Report Fillable PDF Form I Amend A Previous Annual Report I
Corporation Names
Name Name Type
NC RAY DEVELOPMENT AND LEGAL
CONSULTING, LLC
Limited Liability Company Information
SOSID: 1042657
Status: Current-Active
Effective Date: 5/9/2008
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: RAY, CLIFFORD J.
Office Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405-4033
Mailing Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405-4033
Principal Office
Office Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405-4033
Mailing Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405-4033
Officers/Company Officials
Title: MANAGER
Name: CLIFFORD JAMES RAY
Business Address: 310 BRETONSHIRE ROAD
WILMINGTON NC 28405 - -
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
4906
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8809525 12/22/2014

_—� — SOSID:0373425
a Date Filed: 4/14/2014 9:06:00 AM
LIMITED LIABILITY COMPANY ANNUAL Elaine F. Marshall
North Carolina Secretary of State
NAME OF LIMITED LIABILITY COMPANY: r ONSLOW INVESTORS,LLC CA2014 104 10490
SECRETARY OF STATE ID NUMBER: 0373425 STATE OF FORMATION: NC-
REPORT FOR THE YEAR: 2014
I
SECTION A:REGISTERED AGENTS INFORMATION Changes
1. NAME OF REGISTERED AGENT: DEBRA R.RAY
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3.REGISTERED OFFICE STREET ADDRESS&COUNTY 4.REGISTERED OFFICE MAILING ADDRESS
3684 C Henderson Drive 3684 C Henderson Drive
Jacksonville,NC 28546 ONSLOW Jacksonville,NC 28546
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Rental Property
2.PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL:
4.PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
3684C Henderson Drive 3684 C Henderson Drive
Jacksonville,NC 28546 Onslow Jacksonville,NC 28546
SECTION C:COMPANY OFFICIALSIORGANIZERS(Enter additional Company Oticiats/Organizers in Section E.)
NAME: Debra R Ray NAME: NAME:
TITLE: Manager TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
3684 C Henderson Drive
Jacksonville,NC 28546
l
I
SECTION D: IFICATIONDE ANNUAL REPORT, Section D must be completed in its`fIerntirety by a person/business entity.
04-10� - 'gl i q
SIGNATURE DATE
Form must be signed by aaCtt �
oom�mpany OOPodal/Orgaanize�r�listed under Section C of this form.
±
Print or Type Name of Company 'al/Organizer TITLE �IpnI1'f'
SUBMIT SHI.£AOLLALEEP_QKT-VC BSHEBEQUIHED FILINGErF-U32BA I)I�IIIIIIIIIII IIIIIII�II�I II
MAIL TO:Secretary of State, Corporations Division, Post Office Box 29525, Raleigh,NC 27626-0525

oev.arM�.r GFiled Annual Report
8809525
LIMITED LIABILITY COMPANY
ANNUAL REPORT y
Do not data enter manuall .
n� o<
NAME OF LIMFIFD LIABILITY COMPANY: Ray Development and Consulting, LLC
REPORT FOR THE YEAR:2014 STATE OF INCORPORATION: NC
SECRETARY OF STATE L:L.C. Ill NUMBER: 1042657
NATURE OF 13USINESS: Real estate development consulting services
REGIS'FEREDAGENT: Rav, ClWordJ.
REGISTERED OFFICE MAILING ADDRESS: 310 Bretonshire Road
Wilmington,NC 28405-4033
REGISTERED OFFICE STREET ADDRESS: 310 Bretonshire Road
Wilmington, NC 28405-4033 Ne",Hanover CounR,
PRINCIPAL OFFICE TELEPHONE NUMBER: 910-547-9344
PRINCIPAL OFFICE MAILING ADDRESS: 310 Bretonshire Road
Wilmington,A'C 28405-4033
PRINCIPAL OFFICE STREET ADDRESS: 310 Bretonshire Road
Wilmington, NC18405-4033
Company Officials:
Name. Clifford James Ray
Title: Manager
Address:
310 Bretonshire Road
Wilmingmn, NC 28405
CERTIFICATION OF ANNUAL REPORT MIDST BF.COMPLETED BY AID,LIMITED LIABILITY COMPANIES
Clifford James Ray 3/19/2014
FORM MUS'r BE SIGNED BY A MANAGER/MEMBER DATE
Clifford James Ray Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE:E-Paid MAIL TO: Sccrct of State•Corporations Division•Post Office Box 29525 •Raleigh,NC 27626-0525

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING—LAND PLANNING—MAPPING
P.O. BOX 1685
JACKSONVILLE.NC 28541
OFFICE:[phone] FAX:[phone] Letter of Transmittal
E-MAIL:bcltybnjlonc.com
Or brianlnjlpnc.com
DATE:
March 7,2012
TO: Ms. Kelly Johnson ATTENTION:
N.C. Department of Environment and Natural Kelly JohnsonRe:
Resources—Department of Stormwater Miller-Motto College Facility Permit No.SW8 110504
127 Cardinal Drive Extension
Wilmington, NC 28405
COPIES DATE NUMBER DESCRIPTION
1 Copy of As-Built drawing
1 Engineer's Certification
B r�
MAR n 8 711117
BY:
REMARKS:
SIGNED: (/((.1 �_

077'27'30,00"W 077°27'00.00"W 077'26'30.00"W 077"26 00.00"W 077"25'30.00"
p 3.2
V I�(� IG � � l ._tMr► -� fr "..S
/7✓U '
i y>o
Miller Motte
z �/ College , Z
l ) r
i \,gyp
°D 7 Compass
0D
/ P o y�. 1 o
"� Pointe at
1 �-2 �\ Meadows
Gate
r\.
Meadows
' / ate
partments ,
I lancini �
cb
t - CV— \ r q
`_..�J 1\mil as Pf - / Al etrc��y�
t Se
o _ ., /
o ` Section II _ P pi
obr t� A y
Ai
077'27'30.00"W 077°27'00.00"W 077"26'30.00"W 077'26'00.00"W 077-25'30.00"
SCALE 7:24000 7CF IVE-
e 1000 =r- 3000 +000 soap 8000 700 BAN 2 0 2015
FEET
a