SW8060717_HISTORICAL FILE_20150430

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O(p©71 %
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
p HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
7z 1,5 o4 3D
YYYYMM DD

Lewis,Linda
From:
Lewis,Linda
Sent:
Friday, June 05, 2015 10:31 AM
To:
'Charlie Cazier'
Cc:
'Garry Pape'
Subject:
RE: Dunkin Donuts SW8 150312
Attachments:
2015 06 req cert 060717.doc
Thanks, I'll follow-up with a formal letter requesting the certification, copy attached.
I can issue the offsite permit to Murrayville Donuts Inc. under the condition that the changes to the pond are certified
and that the SUA limit is specified in the property deed, or the deed subjects the property that the previously recorded
easement agreement which contains the BUA limit for the outparcel.
Linda
From: Charlie Cazier [mailto;[e-mail]]
Sent: Friday, June 05, 2015 10:07 AM
To: Lewis,Linda
Subject: RE: Dunkin Donuts SW8 150312
Linda,
We have informed the owner.
Thank you,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Lewis,Linda[mailto:linda.lewis(@ncdenr.gov]
Sent: Friday, June 05, 2015 9:55 AM
To: Charlie Cazier '
Subject: RE: Dunkin Donuts SW8 150312
I am waiting on certification from the Villas at Murrayville, LLC that the permitted changes to the collection system and
to the pond were implemented and are in compliance with the permit. Your clients will not be able to construct until
that certification is provided, as will be required by the offsite permit.
Linda

i
From: Charlie Cazier fmailto:[e-mail]]
Sent: Friday, June 05, 2015 9:33 AM
To: Lewis,Linda
Subject: RE: Dunkin Donuts SW8 150312
Awesome!!! Thank you
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Lewis,Linda fmailto:[e-mail]]
Sent: Friday, June 05, 2015 8:42 AM
To: Charlie Cazier
Subject: RE: Dunkin Donuts SW8 150312
Good morning Charlie:
I reviewed this yesterday. I thought I was waiting on a copy of the recorded deed restriction for the outparcel, but I think
that since we changed the BUA allocation in the 060717 permit to match the August 4, 2006 recorded warranty deed
(DB 5061 PG 2712), 1 don't think I need anything else. I should be able to issue based on what I already have.
Linda
From: Charlie Cazier [mailto:[e-mail]]
Sent: Friday, June 05, 2015 8:31 AM
To: Lewis,Linda
Subject: RE: Dunkin Donuts SW8 150312
Linda,
Can you tell me where this permit is in the review and if you are waiting on anything from us?
Thank you,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.

From: Lewis,Linda [mailto:[e-mail]]
Sent: Thursday, April 30, 2015 6:08 PM
To: charlie
Subject: Dunkin Donuts SW8 150312
Charlie
I've issued the modified permit for the Villas at Murrayville, SW8 060717.
In addition to the review comments below, I will need to wait for a copy of the new recorded deed restriction to be
submitted before continuing with the permitting of Dunkin Donuts. Please address the following:
1. The BUA assigned to the outparcel under SW8 060717 is now 21955 sf. I've adjusted the allocated BUA that you
reported on the offsite supplement from 21,806 to 21,955. Do you want to add an extra 149 square feet to the
5591 sf of future BUA you are currently showing on the application? If so, please submit just that revised page of
the application.
2. Please add the property line to the plans with bearings and distances. I think the property line might be partially
obscured by the limits of disturbance. Since I'm not permitting the erosion control aspect, you could remove the
limits of disturbance.
3. Please add building dimensions, concrete area dimensions and the rest of the parking area dimensions to the
plans. You should continue the drive aisle dimension across the parking space to the curb (face or back — please
specify).
4. The legend box appears to be a bit heavy on the erosion control symbols. Please add the stormwater items
including the cross -hatching symbol and the concrete symbol.
Please submit two copies of the revised plans, the updated application page and a copy of the recorded deed restriction
by May 30, 2015.
Thanks,
Linda
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office — 910-796-7215
Direct Line — 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be disclosed to
third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

June 5, 2015
Ms. Samantha Davenport, Manager
Villas at Murrayville, LLC
806 Green Valley Road, Suite 311
Greensboro, NC 27408
Subject: REQUEST FOR DESIGNERS CERTIFICATION 1 COPY OF RECORDED DEED
Stormwater Permit No. SW8 060717
The Villas at Murrayville
New Hanover County
Dear Ms. Davenport:
On April 30, 2015, the Division of Energy, Mineral and Land Resources issued a Stormwater
Management Permit to you for the subject project. Per the terms and conditions of the permit,
and Stormwater Regulation 15A NCAC 2H.10080), which stipulates the following:
"Upon completion of construction, the designer for the type of Stormwater system
installed must certify that the system was inspected during construction, was
constructed in substantial conformity with plans and specifications approved by
the Division and complies with the requirements of the [stormwater rules] prior to
issuance of the certificate of occupancy. "
The Division is seeking assurances that the approved changes to the pond and the required
maintenance have been done. The certification is needed in order for the outparcel, Dunkin
Donuts Murrayville, to start construction. As of this date, our records indicate the required
designer's certification has not been received. Please be advised that Operation of the
stormwater system prior to submission of the required certification is a violation of NCAC
2H.10086) in accordance with NCGS 143-215.6. Construction is considered complete at the
time the project is occupied by an owner or tenant for its intended use. If the project has not
been constructed, please advise. If construction of the project has been completed, please
submit the required certification by July 5, 2015. Failure to submit the certification is considered
a violation of the permit, and is subject to enforcement action, per NCGS 143-215.6A.
If you have any questions concerning this matter, please call Linda Lewis at [phone].
Sincerely,
57m Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:IWQISharedlStormwaterlPermits & Projects00061060717 HDI2015 06 req_cert 060717
Cc: Garry Pape, P.E., GSP Consulting, wlenc.
New Hanover County Inspections
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Stormwater Permit Number SW8 060717
June 5, 2015
Stormwater Permit No. SW8 060717
The Villas at Murryville
New Hanover 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, The Villas at Murra„yville, for Villas at
Murrayville, LLC , (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.
Required Items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 2of3

State Stormwater Management Systems
Stormwater Permit Number SW8 060717
June 5, 2_015
Certification Requirements:
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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet/bypass structure is located per the approved plans.
6. A Trash Rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system, or baffles have been provided.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly located and sized per the
approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
wetlands plantings, forebay and vegetated filter.
14. The required system dimensions, as shown on the approved plan, are
provided.
CC' New Hanover County Building Inspections
NCDENR DEMLR Regional Office
Page 3of3

assF �
NC®ENS
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 30, 2015
Ms. Samantha Davenport, Manager
Villas at Murrayville, LLC
806 Green Valley Road, Suite 311
Greensboro, NC 27408
Subject: State Stormwater Management Permit No. SW8 060717
Permit Transfer, Permit Extension and Permit Modification
The Villas at Murrayville
High Density Commercial Project
New Hanover County
Dear Ms. Davenport:
Donald van der Vaarl
Secretary
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this permit now references DEMLR as the Division responsible for issuance
of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any development
approval issued by the Division of Energy, Mineral and Land Resources under Article 21 of Chapter
143 of the General Statutes, which is current and valid at any point between January 1, 2008, and
December 31, 2010. The law extends the effective period of any stormwater permit that was set to
expire during this time frame up to three (3) years from its current expiration date. On August 2, 2010,
the Governor signed Session Law 2010-177, which granted an extra year for an extension of up to four
(4) years.
On January 22, 2015, the Division of Energy, Mineral and Land Resources (DEMLR) received a
completed and signed Name/Ownership Change Form for the subject project. The permit was
transferred to the Villas at Murrayville, LLC, on March 4, 2015, and a modified permit application was
accepted for review on March 5, 2015. The Division is hereby notifying you that permit SW8 060717
has been modified and resissued on April 30, 2015 for the construction, operation and maintenance of
the associated BUA and BMP's. The permit shall be effective from the date of issuance until October
26, 2020. For your records, please find enclosed the transferred, updated and modified permit, a copy
of the Name/Ownership Change form and a copy of the inspection report. Please keep this cover letter
and permit on file at all times.
The modifications covered by this permit include:
1. Revised plans depicting the layout and grading changes to the site.
2. Increasing the BUA treated by the pond to 338,953 square feet.
3. Accounting for the subdivision of an outparcei from the drainage area for the future development
of a Dunkin' Donuts restaurant.
4. Assigning a BUA of 21,955 square feet to the proposed outparcei.
The proposed project is subject to the conditions and limitations as specified in this permit. 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.
Division of Energy. Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Olive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax: [phone]

14
State Stormwater Management Systems
Permit # SW8 060717 Modification
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please
contact Linda Lewis with DEMLR in the Wilmington Regional Office at [phone].
ZS'inc, eY ly,
'141 ` C)
Trac Dav , P�E., Director
Division of Energy, Mineral and Land Resources
GDSlarl: 111Stormwater\Permits & Projects120061060717 HD12015 04 permit 060717
cc: Franklin Williams (5103 Lancome Court, Wilmington 28409)
Garry Pape, P.E., GSP Consulting
Wilmington Regional Office Stormwater File
Page 2of9

State Stormwater Management Systems
Permit # SW8 060717 Modification
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
Villas at Murrayville, LLC
The Villas at Murrayville
2200 North College Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Energy, Mineral and
Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until October 26, 2020, and
shall be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 338,953 square feet of impervious area.
3. The pond's drainage area will be limited to the amount of built -upon area
indicated in Sections 1.2 and 1.6 of this permit, and per approved plans. The built -
upon area assigned to the outparcel is limited to 21,955 square feet.
4. 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 required rights -of -way, common
areas and easements, as shown on the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 3 of 9

State Stormwater Management Systems
Permit # SW8 060717 Modification
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, 9cres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite Buildings, ft2:
Onsite Parking, ft2: 2
Onsite Sidevyalks, ft
Outparcel, ft :
C. Design Storm, inches:
d. Pond Design Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSI�:
g. Permanent Pool Surface Ares, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice: 3.
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin-
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
20.6
897,168
0
338,953
90,207
191,629
35,162
21,955 (see SW8 150312)
1.0
7.5
90%
26.5
32,519
33,545
27.5
3.0" O pipe
32,717
Smith Creek/ CPF17
18-74-63
"C Sw"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting documents
as attached to this permit and on file with the Division.
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 the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
5. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 4 of 9

State Stormwater Management Systems
Permit # SW8 060717 Modification
6. Prior to the sale of the outparcel, the permittee shall record the following deed
restrictions:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060717, as issued
by the Division of Energy, Mineral and Land Resources under NCAC
2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land
Resources.
f. The maximum built -upon area for the outparcel is 21,955 square feet.
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete; gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters,
which drain to the pond or street, grading the lot to drain toward the street
or directly into the pond, or grading perimeter swales and directing them
into the pond or street.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. Any individual or entity found to be in noncompliance with the provisions of
a stormwater management permit or the requirements of the Stormwater
Rules is subject to enforcement procedures as set forth in G.S. 143,
Article 21.
j. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Energy, Mineral and Land
Resources and receive a permit prior to any construction on the lot.
7. 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 314 horsepower.
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.
Page 5 of 9

State Stormwater Management Systems
Permit # SW8 060717 Modification
9. 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.
10. Access to the stormwater facilities for inspection and maintenance shall be
maintained 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 subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future built -upon area reported on the application.
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.
Ill. GENERAL CONDITIONS
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 of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's 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.
2. 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 action as set forth in North Carolina General Statute 143, Article 21.
Page 6 of 9

State Stormwater Management Systems
Permit # SW8 060717 Modification
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. A copy of the approved plans and
specifications. shall be maintained on file by the Permittee at all times.
9. At least 180 days prior to the expiration date of this permit, the permittee shall
submit a permit renewal application request to the Division of Energy, Mineral
and Land Resources along with the required application fee.
Permit modified, updated and reissued this the 30t" day of April 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�ft-i racy t. pavis, r.t., uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7of9

State Stormwater Management Systems
Permit # SW8 060717 Modification
The Villas at Murrayville
Stormwater Permit No. SW8 060717 Page 1 of 2
New Hanover Count
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification;
Signature
Registration Number
Date
SEAL
Page 8 of 9
Page 2 of 2

0
State Stormwater Management Systems
Permit # SW8 060717 Modification
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains.are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Regional Office
New Hanover County Building Inspections
Page 9 of 9

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density Developments
with Outparcels where outparcel lots will be subdivided from the main tract and sold. Deed restrictions
and protective covenants are necessary to ensure that the development maintains a "built -upon" area
consistent with the design criteria used to size the stormwater control facility.
I, Samantha Davenport _, acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any
outparcel or future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number_SW8 060717 , as issued
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina,
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the . State ome A r -fh C9r-r�i� z
6. The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel # BUA Outparcel # BUA
1 21,955
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
8. Built -upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater permit application to the
Division of and receive a permit prior to construction.
VC—:"toer-a1 and La+d Resource S
11. The project and each outparcel will maintain a 30** foot wide vegetated buffer between all
impervious areas and surface waters.
nECEUVEn' V
JAN 2 2 2015
9Y:
Form DRPC-2 Rev.2 05Nov2009 Page 1 of'2

1
High Density Developments with Outparcels
1 Deed Restrictions & Protective Covenances
V t LLAS AT M W R RA jV 1 W. Z, W,,C
Signature: By - DCW O- 00 Date: 1 -19 •,Z: I6
5AMAKTH^ DH4F-T-WOK7. MAHAGE -
I, E , a Notary Public in the
State of NORTff i"ARCUNIA , County of GLll -FOR.p
do hereby certify that 5gKp NMj4A personally appeared
before me this the day of A4 aUPrR 2015 --_, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
S atu e TvAM&S 1�la;rtRy ref 2•'0I A R
My Commission expires:
�C.� P U B LAG
Form DRPC-2 Rev.2 05Nov2009 Page 2 ot2

r

J-
State of North Carolina
Departmentof Environmentand Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAMEIOWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW8 060717
2. Project Name: The Villas at Murra vilie
3. Current Permit Holder's Company Name/Organization: Franklin R. Williams & Michael J. Rokoski
4. Signing Official's Name: Franklin R. Williams & Michael J. RokoskiTitle: Owner
5. Mailing Address: PO Box 1564
City: Wrightsville Beach _ State: NC Zip: 28480
6. Phone: (�_)
Fax: ( )
II. PROPOSED PERMITTEE I OWNER 1 PROJECT I ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: Villas at Murrayville, LLC
2. Proposed permittee's signing official's name: Samantha Davenport
3. Proposed permittee's title: Manager
4. Mailing Address: 806 Green Valley Road Suite 311
City: Greensboro State: NC Zip: 27408
Phone: ( 336) 553-1463 Fax: ( 336 ) 275-9512 _
5. New Project Name to be placed on permit:
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #9 above and provide name of HOA/POA's authorized representative in #2 above)
The property owner
[] Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N10 Change Rev24Sept2012
JAN 2 2 2015
Page 1 of 4
t3Y:

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed `and signed_by both the
current permit holder and the new applicant if this is a change of ownership_,
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement.
❑ Check here if the current permittee is only changing hisiher/its name, the project name, or mailing
address, but will retain the permit. 1, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
V Check here if current permittee is transferring the property to anew owner and will not retain
ownership of the permit
I, Franklin R. Williams , the current permittee, am submitting this application
for a transfer of ownership for permit # SW8 060717 . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections 11 and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections Ii and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature: Date:ZZC
Z�
'S %
Notary Public for the State of
Uoell (ro li010- , County of _kCw 4&"uer , do hereby certify that
FraA144 P. W 11iarw personally appeared before me this the
21 1-�— day of O'CGnum• 20 IS', and acknowledge the due execution of the
foraokg instrument. Witness my hand and official seal, (NqJp0J*"T%,,%,
re
SSW N10 Change Rev24Sept2012
1p,N 21 �,015
Page�2-of 4
NOTAg),
PUBLIC -i,

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IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement.
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the pennit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, Michael J. Rokoski the current permittee, am submitting this application
for a transfer of ownership for permit # SW8 060717 . I hereby notify DWQ of the sale
or other legal transfer of the stormwater system associated with this permit. I have provided a copy
of the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form.
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be a e DWQ unless and until the facility is in compliance with the
permit.
Signature: Date: t
s dqW , a Notary Public for the State of
o,ey-' CO"t► I i•►e _ , County of W e,w grrova, , do hereby certify that
%cr wv Qa k b�+ personally appeared before me this the
Z day of oah ar20 IS, and acknowledge the due execution of the
for ing instr . ent. Witness my 11and and official seal, (Notary Seal)
Notary i Hato RY
i t 3 p
Apt 3� 2c r � otary Seal) 0
NOTXR }.
SSW N/O Change Rev24Sept2012 Page 2 of 4
'°UBL%G mac'
i F0 F 5E'
BY.

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V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
v1t...L s AT MuRKAYVt"Z, I -01
I, Samantha Davenport, M��EK of -n4a , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
❑the most recent permit
the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
❑past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete.
Y m1 s PrT' M YY 1LLt� , 1,LC
Signature: BN 1"', QIQ Date: art �5
I,_t t?LK1C.1.5_ X FORDJ�-, a Notary Public for the State of
�ACRM-t CARC)" 61A County of , do hereby certify that
personally appeared
day of 201, and acknowlE
-40
forgoing instrument. Witness my hand and official seal,
to y Signa re ,�•rs�!o�eAc, -w,e.
,�oT.VRy
before me this the
due execution of the
F.0 R
jARY
�100 ary peal)
C RD PUB0
0
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
1F(CE5VE
i JAN 2 2 2015
SSW N/0 Change Rev24Sept2012 Page 3 of 4 By.

7L- I
zo
$1 A

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee fisted in Sections Il and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form. -
Printed Name:
Organization: y I
Title within the Organization:
StreetAddress-. C KG ri �lRt�E_Y_ _ Q D , �1'CE 3Il
City- State:gumi Zip: Z—*4ce_ -
Mailing Address:
(if different from street address)
City: State: Zip:
Phone: Fax:
Email -
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
v1 feZ" M RR VI LLG-,
Signature of the property owner Date:.,jA&L1ftRy t.qy 2p0
SflM�ll-t17�{+t �R�l {b Il�•
1, s X, -cry. --R . , a Notary Public for the State of
Qb�_C&TDLf"#} County of1'�� L-t-b�` - do hereby certify that
s vas s�cr+. KAEAC05 personally appeared before me this the
194, day of -. Ak ufi&Y 20 15 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal, FORA
tar Signatur
SSW N/O Change Rev24Sept2012 Page 4 of 4
Pal R
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JAN 2 2 2015
BY:

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DEMLR USE`ONLY
Date Receiv _ 1,ee Paid ermit Number
Applicable tcu.. _i Coastal SW - -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Storm water 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 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.):
The Villas at Murravville
2. Location of Project (street address):
2200 N. Co
City:Wilmington _ County:New Hanover Zip:28411
3. Directions to project (from nearest major intersection):
Project is located just south of the N. College ]load/Murrayville Road intersection
4. Latitude:34° 17' 14" N Longitude:77° 52' 08" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modification}
tReneimis roith modifications also rer]rcires SWZ_I-102 - RerreWal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 060717 , its issue date (if known)October 26, 2008 , 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
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 "I-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 28.35 ac of Disturbed Area
❑NI'DES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No QXe —
I yes, see S.L. 2012-200, Part Vl: htt /I ortal.ncdeiir.or weh ]Y/ritles-and-re _ ulatinIE C'E' V E
f P pL.� .1-�' -
JAN222015
Form SWU-101 Version Oct. 31. 2013 Page I of k3Y:

]II. 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:Villas at Murrayville, LLC
Signing Official & Title:Samantha Davenport - Manager
b.Contact information for person listed in item la above:
Street Address:806 Green Valley Road, Suite 311
City:Greensboro State:NC Zip:27408
Mailing Address (if applicable):
Citv: State:
Phone: (336 ) 553-1463 _ Fax:
lama il•
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:y 11.,, AS A-r M uMRAYV I L_LE , i.�.�.
Signing Official & Title: laP7-1AcJ.L`T}{Pt AVEP1pC7K: i MA 6L A4 r-_T{
b. Contact information for person listed in item 2a above:
Street Address: gp(o &KEJE;N V,4L`I. iT Z ROAD, SL I tTF- 311
City: -!�aKysit.ISBORQ State: NIC Zip:L';"OR
Mailing Address (if applicable):
City: State: Zip:
Phone: { i 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 Add
City:
Phone: l
Email:
4. Local jurisdiction for building permits: Pend
Point of Contact:
Form SWU-101 Version Oct. 31, 2013
oun
State: Zip:
Fax: ( }
Phone #:
Page 2 of 6
BY:

. lk ,

�. IV. PROJECT INFORMATION
-1. In the space provided below, briefly summarize how the stor+nwater runoff will be treated.
Wet Detention Basin
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:
❑ Coasta l SW - -1995 ❑ Ph I1- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear _ River basin.
4. 'Total Property Area: 20.6 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area*:20.6 acres
Total project area shall be calculated to exclude the follmuin the normal Faool of impounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NHW) litre or Mean High Water
(MHW) litre, and coastal wetlands landward from the NNW (or MHIN) line. The resultant project area is used to
calcrrlatc overall percent built ripar area (Bi.1A). Not i-coastal zoeHatids landward of the NHW (or MHW) litre may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 37.8
9. How many drainage areas does the project have?l1 (For higli density, cou tit 7 for each proposed engineered
stormzttater BMP. For low density and otdrer projects, use 7 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
Smith Creek
Stream Class *
C, Sw
Stream Index Number *
18-74-63
Total Drainage Area (sf}
897,168
On -site Drainage Area (so
Off -site Drainage Area (so
Proposed Impervious Area** (so
338,953
% Impervious Area** total
37.8
Impervious*' Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (sf)
90,207
On -site Streets (so
On -site Parking (so
191,629
On -site Sidewalks (so
35,162
Other on -site (so
Future (so
Off -site (sf)
zl 9'S
Existing BUA*** (so
Total (so:
338,953
M ft-_7 w-,
. ir- N 1. .4 K_
Strenrn Class and laden Number cats be determined at: ]rtti).//portal.ricde_tir.org/rcteb/ztt 's/ctiti/clan lfi'cntrotrs' "'
* lilr aervious area is defined as the built upon area including, bat trot limited to, building�roards frnr irrg ar rr
si c�roalks, gravel areas, etc. 1 JAPel t L 4 -0
BY:
Form SWU-101 Version Oct. 31, 2013 Page 3 of

*** Report only that arnorrnt of existing BUA that will remain after development. Do trot report any existing BUA that
is to be removed and which will be replaced by new BUA.
"I"I. I -low was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Central C1JItce staff to check if the project is located ii /thin a Threatened c&
Endangered Species watershed that way be subject to more stringent sta•taail,ater regrtirenrents as per 15A NCAC 028 .0600.
V. SUPPLEMENTAND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) "forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncilenr.or'g/�+'eb/wq/SVS/Sir/bTnp-Inanllal.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portaLncdenr.org/web/wq/ws/su/statesw/forins_docs. 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 htt p: ortal.nc(lenr.or web w 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://portalmcdennorg/web/wq/ws/su/statesw/forms dots.
1. Original and one coley of the Stormwater Management Permit Application Form.
2. Original and orre copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M Vt A-
agreelrlent(s) for each BMP.
4• Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
httl2://www,envhelp.org/pages/onestopexpress.litml 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/management for
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 1/2 mile of the site boundary, include the 1/2
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;
it. 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. T _C E E
k• Existing contours, proposed contours, spot elevations, finished floor elevations. , 1. Details of roads, drainage features, collection systems, and storniwater control measure5N 2 2 25
ni. Wetlands delineated, or a note on the plans that none exist. (Must be delineated l".yta
qualified person. Provide documentation of qualifications and identify the person�wpo
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of

p

p. Vegetated buffers (where required). Jj�} R
9. Copy of any applicable soils report with the associated SHW'r 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"xl l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration 13MPs, 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 o site visit for DEMLR to verify the SHI1VT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5216 Page No: 2470
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC al�/i►
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 21-1.1003(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.
httV:/ / www.secretary.state.nc.us/Corporations/CSearcli.asi2x
VI1. 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
13UA 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 httRLZZpo.rtal.i-icticiir.org/wLb l state-
stormwater-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 DEMLR, and that they will be recorded prior to the sale of any Iot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting EngineenGarry S. Pape, P.L.
Consulting Firm: CSPConsulting, PLLC.
Mailing Address:6626 Gordon Road, Unit C
City:Wilmin ton State:NC Zip:28411
Phone [phone]
Email: a eQ s)-cortsultin .com
Fax: (910 ) 799-6659
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, cornplefe this
section)
1, (print or type name of person listed in Cotrtact Information, item 2a) certify that 1
own the property identified in this permit application, and thus give permission to (print or hzfpe name of person
listed in Contact Information, item Ia) with (print or type name of organization listed in
Contact lrrformation, item Ia) 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 storm water system.
CENFERA
JAN222015
6-Y:
Form SWU-101 Version Oct. 31, 2013 Page 5 of

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.
1! I Al- M LI K KAYV I LLE , L.'-C.
Signature: 6V �CW t Date: JAM UAPWI I , X15
S Rrrl R1 i Tt tpi Pv t�RT, t" A dtER
I, _FnP.t� 4 FOF17,'E , -R.. a Notary Public for the State of ijogni (?kgpi-A►4A , County of
l do hereby certify that 5r►rrlh:Lt't ift J�VEI.C+DTZT personally appeared
before me this _ day of - 1A),LpprTLY , _,201S , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official se [ r
0;%
A �L
/JcrT41KI 1pdzk1c.
SEAT_
My commission expires
X. APPLICANT'S CERTIFICATION
1, (print or type narne of person listen in Contact Ixforruation, itein 1a) Saniantlra Davenport ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .'1000 and any other applicable state stormwater requirements.
VLL-L�Am Mr- KKR kyV II_LE , LLr`,
Signature:
bAVSt rr -FT
I, E2?WC.LS X. fib , —TK- a Notary Public for the State of hLIM CAKoLL&tA-, County of
-GIIIIP-ORL do hereby certify that s5t�tti—DNVI1AP0RT personally appeared
before me this '13ay of _� gy 2.QI5 and acknowledge the due execu ' n of the application for
a stormwater permit. Witness my hand and official sqwFt
Ale-r,gAv
SEAL /
My commission expires
EC V 6
JAN222015
Form SWU-101 Version Oct. 31, 2013 Page 6 of

51 AT o
a

/ OA
Permit No. Ytd M6 7/
�PV' (Io be provided by [ Q
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO_Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
1. PROJECT INFORMATION (please complete the following information):
Project Name: The Villas at Murra ville
Contact Person: Phil TrippPhone Number: (910 )763-5100 _
For projects with imiltiple basins, specify which basin this worksheet applies to: 1
elevations qq
Basin Bottom Elevation 19.0 ft. (floor of the basin) +Y ►i
Permanent Pool Elevation 26.5 ft. (elevation of the orifice) k° APR 16 2015
Temporary Pool Elevation 27.5 ft. (elevation of the discharge stru e overflow)
areas 12, �7 4
Permanent Pool Surface Area 32-H-9 sq.ft.
Drainage Area 76. b ut91T ac.
Impervious Area If, 7,6-� ac.
volumes
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
Permanent Pool Volume 112) 31" 1
_ cu.ft.
(combined volume of main basin and forebay)
Temporary Pool Volume 33-1'
cu.ft.
(volume detained above the permanent pool)
Forebay Volume 3 p,at1- 33-ft'-r
cu.ft.
(approximately 20% of total volume)
Other parameters 0.010)
SA/DAB
(suijace area to drainage area ratio from DJFQ\'�'
Diameter of Orifice 7 -2-611'
in.
(2 to 5 day ternporagpool draw -down ' • �2%�
Design Rainfall 1.00
in.
= 4o y9 �
Desigii `fSS Removal2 90.0
%
SEAt
(minimum 85% required) — 031315
GINE��'�
i onn SWU-]02 I�ev 3.99
Page 1 of 4 S
,Fuvi��, �Jh j1T

0
C
, f
.

r
' Z /Z4�k' - & V ret.r. �. 2
Footnotes:
S 0S 060'7/-'
1. When using the Division SAMA tables, the correct SAMA ratio for I>crmane111 pool sizing should be computed based upon the
actual impervious %arid permanent pool depth. Linear interpolation should be eniployed to determine the correct value for non-
standard lable entries.
2. In the 20 coastal counlies, the requirement for a vegetalive filter ivay be waived if the wel detention basin is designed to provide
90%TSS removal. `ncc NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. if the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below, If a requirement has not been met, attach justification.
Appli tits Igitials
Or
Ot
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f The basin length to width ratio is greater than 3:1.
g, The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
1 i. Vegetative cover above the permanent pool elevation is specified.
J. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
/4 I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention b fl'
in. A mechanism is specified which will drain the basin for mainten e AMR ebi'tr����y,
*A pump shall be provided to drain the basin for maintenan ��r an emergency,
III, WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) CI does X does not incorporate a vegetated filter at the outlet.
This system (check ogre) 13 does X does not incorporate pretreatment other than a forebay.

. Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 5.62 feel in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in 1he blanks)
Pennanent Pool Elevation 26.5
Sediment R mova[ EI. 24.25 75 /o
-ovalEl. 24 5 - Sediment Removal Elevation 20.88 75%
Bottom L evalion 23.5 %-------------------------------------------- ----
Bottom Elevation 19.0 425
I+OREBAY MAIN POND E 0CMI V E
APR 16 2015
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
G. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

A.
7. 'All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Franklin R. Williams and Michael J. Rokoski
'ritle: Owners
Address: _ P.O. Box _1564, Wrightsville Beach, NC 28480
Phone: 9J 0 279-6359
Ile
Signature:
Date:
Note: The IegalIy responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, Della C. Baird , a Notary Public for the State of North Carolina , County
of Pender , do hereby certify that Franklin R. Williams and Michael J Rokoski personally
appeared before me this /(�_ day of 2006 , and acknowledge the due execution of
the forgoing wet detention basin maintenance reg�trements.Witness my hand and official seal,
C.
'c1OTARr
SISAL
My commission expires ^October_15, 2006
ECEIVE
APR 16 2015
BY:
Form SWU-102 Rev 3.99 Page 4 of 4

00� Central Files: APS ____ SWP
5/1/2015
Permit Number SW8060717 Permit Tracking Slip
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
linda.lewis
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Facility Name
The Villas at Murrayville
Location Address
2200 N College Rd
Wilmington
Owner
NC 28404
Status
Project Type
Active
Major modification
Version
Permit Classification
1.20
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Name Owner Type
Villas at Murrayville LLC Non -Government
Owner Affiliation
Samantha DavenPoit
Manager
806 Green Valley Rd
Dates/Events Greensboro NC 27408
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
.1012612006 315/2015 3/5/2015 4/30/2015 4/30/2015 10/26/2020
Regulated Activities Requested !Received Events
State Stormwater - HD - Detention Pond .. Deed restriction requested
Deed restriction received
Additional information requested 315115
Additional information received 4/16115
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext. _
Wilmington, NC 284o5
WE ARE SENDING YOU
❑ Fee Check
® Copy of Letter
LETTER OF 7° ° NSM]TrAL
DATE 0 L�'1 11B NO. 201 -000
ATTENTION
PHONE N
RE: Villas at Murra ville
SW8 o6o7i7 Mod.
❑ Attached ❑ Under separate cover via
® Permit Applications ® Plans ® Calculations
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DESCRIPTION
2
Revised Sheets C-2 & C-3
1
Owner responsibility Letter
1
SAJDA Calc page
1
Revised Supplement
1
Comment/ Response Letter
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit . copies for approval
❑ Foryour use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: Fle SIGNED: - Garry S. .,B-D Pape, P.E.
ECIE
If enclosures are not as noted, kindly notify us at once.

.r; a � ,��
�,',
r k t.. r' ;
`. a �

GSP CONSULTING
April 15, 2015
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Request for Additional Information
SW8 060717 Mod
Co M1 I
APR 16 2015
.Y
BY:
We have received your request for additional information, received March 16, 2015. The
following notes outline our responses to your requests and address how the requests have
been addressed, and identify the changes to the plan:
1. 02H.1003(g)(4) — Provide topographic maps of the project area showing original
and proposed contours and drainage patterns.
a. The plans were revised to reflect the "as -built" layout but no grading
infonmation for those revised areas has been provided. The previously approved
grading plan will still apply to the unchanged parts of the project, but where
layout changes have taken place, new grading information nnrst be provided in
the form of finished floor elevations, proposed contours and spot elevations.
b. Please .chow the collection system for the roof drainage from Buildings 6 & 7
oil the plans.
Response: Existing contours and elevations are now shown on the grading
plan. The collection systems for the roof drainage from Buildings 6 & 7 are
also shown on the grading plan.
2. 02H.1003(g)(6) — Delineate the existing and the proposed built -upon area
including roads, parking areas, buildings, etc.
a. Please account for and delineate the playground area located to the south
of Building #S.
b. Please provide a dimensioned typical building detail for Buildings 3-9. !tn
addition, please provide dimensions for the added maintenance .shed, the
pool deck, pool building, clubhouse, playground and parking. Tine
previously approved typical building details and layout plan will suffice
for the unchanged buildings 1 & 2, but where layout changes or new
buildings have been added, new dimensions and typical details must be
provided.
Response: The area to the south of Building #5 is not a playground but a
dog park that is dirt with wooden structures with slats, there is no BUA in
this area. Typical Building dimensions have been added as well as
dimensions for all other BUA areas.
6626-C Gordon Road Wilmfigton, North Carolina 28411 tel: [phone] Fax: [phone]

GSP CONSULTING
3. 02H.1003(g)(7) — Provide technical information showingfinal numbers,
calculations, assumptions, drawings and procedures associated with the
storn water- management measures including but not litnited to: Built -upon area,
runoff coefficients, runoff volume, runoff depth, flow routing, inlet and outlet
configuration (if applicable), and other applicable information its specified.
a. Please rerun the pond calculations after accounting for the playground
B UA.
b. Please include the SA/DA ratio calculation and associated new minimum
required surface area.
c. Have yocr been able to verify that the horsepower of the existing fountain
is 3/a or less?
Response: BUA is correct, SAMA calcs provided and horsepower of
fountain is 3/4 hp.
4. Please provide a new completed wet pond supplement form, or modify the
previously permitted supplerttent form, copy attached. The values for "Impervious
Area ", "SA/DA ", "Forebay Volume " and "Orifice Diameter" need to he
changed to reflect the proposed modified condition.
Response: Previously permitted supplement form revised.
5. 02H.1008(c)(1) — The size of the system must take into account the runoff at the
ultimate built -out potential frotn all surfaces draining to the system, including ally
off -site drainage. Please include the playground BUA in the wet pond sizing
calculations.
Response: The area to the south of Building #5 is not a playground but a
dog park that is dirt with wooden structures with slats, there is no BUA in
this area..
1 trust the responses to the comments will adequately address your concerns. Please
contact me immediately at [phone] or [e-mail] if you have any
questions or require additional information.
Sincerely,
GSP CONSULTING, PLLC.
Garry S. ape, P,E.
6626-C Gordon Road Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

WET DETENTION POND ANALYSIS
FILE NAME: G:1WQ1Shared\Stormwater\Permits & Projects12006 HDQ015 03 excel_WP 060717
PROJECT #: SW8 060717 REVIEWER: L. Lewis
Original Run Date: October 2006
PROJECT NAME: Villas at Murrayville Last Modified: 04-Mar-15
Receiving Stream: Smith Creek Class: C;Sw
Drainage Basin: Cape Fear Index No. 18-74-63
Site Area 20.50 acres
Drainage Area 897168.00 square feet Area in Acres 20.60
IMPERVIOUS AREAS
Rational C
Buildings
90207.00
square feet
Parking
191629.00
square feet
SW
35162.00
square feet
Future OP
21955.00
square feet
square feet
square feet
square feet
TOTAL 338953.00 square feet Rational Cc= 0.12
SURFACE AREA CALCULATION
% IMPERVIOUS 37.78%
Des. Depth 7.5
TSS, 85 or 90: 90
SA/DA Ratio 1.03%
Req. SA 9271 sf
Prov. SA 32159 sf
VOLUME CALCULATION * place a "T' in the box if Rational is used
Rational ?*
Des. Storm
1.00
inches
Rv=
0.390
Bottom
19 msl
Perm. Pool
26.5fl msl
Design Pool
27.5 msl
Storage met @elev
27.38 msl
Req. Volume
29160
cf
Vol. Prov. at DP
33188
1 cf
ORIFICE CALCULATION
FOREBAY
Perm. Pool Volume=
175605
Req. Forebay Volume=
35121
Provided Volume=
32717.00
Percent=
18.6%
Elevation
26.50
27.50
Area
32159.00
34216.00
Inc. Vol.
33187.50
Acc. Vol.
0.00
33187.50
Avg. Head =
0.44
ft
Q2 Area =
7.63
sq.
inches
Flow Q2, cfs
0.169
cfs
Q5 Area =
3.05
sq.
inches
Flow Q5, cfs
0.067
cfs
Orifice Area
7.07
sq.
inches
No. of Orifices
1
Q=
0.156
cfs
Diameter, inches
3.00
weir H x W
in
x
in
Drawdown =
2.2
days
Surface Area @DP =
34216 sq. ft.
Falling Head Drawdown =
3.3 days
C= 3.2933333
L= -0.088
COMMENTS
Surface Area, Volume and Orifice are within Design Guideline

Villas At Murrayville, LLC
8o6 Green Valley Road
Suite 311-
GREENSBORO, NORTH CAROLINA 274o8
April 10, 2015
Ms. Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, North Carolina 28405
Re: Stormwater Project No. SW8 060717 Mod.
Ms. Lewis:
Please accept this letter as the Villas At Murrayville, LLC acknowledgement that
it will be responsible for addressing the compliance issues relating to the above
referenced Stormwater project.
We understand that as a result of the recently submitted State Stormwater Permit
Name/Ownership Change Form, the above referenced permit is now in the name of the
Villas At Murrayville, LLC and as such it is responsible now for compliance issues and
will be responsible for future maintenance of the stormwater ponds.
Thank you for your consideration in this matter, if you should have any questions
or require any additional information or documentation, please do not hesitate to contact
me.
Sincerely,
VILLAS A"f MURRAYVILLE, 1-1-C
By:S l ul t9'r`���./
Samantha Davenport, Manager
BY:

4UYArw
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 4, 2015
Samantha Davenport, Manager
Villas at Murrayville, LLC
806 Green Valley Road, Suite 311
Greensboro, NC 27408
Subject: Request for Additional Information
Stormwater Project No.'SW8 060717 Mod.
The Villas at Murrayville
New Hanover County
Dear Ms. Davenport:
Donald van der Vaart
Secretary
The Wilmington Regional Office received a request to transfer and modify the State Stormwater
Management Permit for The Villas at Murrayville on January 22, 2015. A preliminary in-depth review of
the proposed modified application has determined that the application is not complete. The following
information is needed to continue the stormwater review:
Supporting Information requirements applicable to all projects:
02H.1003(g)(4) — Provide topographic maps of the project area showing original and
proposed contours and drainage patterns.
a. The plans were revised to reflect the "as -built" layout but no grading information for
those revised areas has been provided. The previously approved grading plan will
still apply to the unchanged parts of the project, but where layout changes have
taken place, new grading information must be provided in the form of finished floor
elevations, proposed contours and spot elevations.
b. Please show the collection system for the roof drainage from Buildings 6 & 7 on the
plans.
2. 02H.1003(g)(6) — Delineate the existing and the proposed built -upon area including
roads, parking areas, buildings, etc.
a. Please account for and delineate the playground area located to the south of
Building #5.
b. Please provide a dimensioned typical building detail for Buildings 3-9. In addition,
please provide dimensions for the added maintenance shed, the pool deck, pool
building, clubhouse, playground and parking. The previously approved typical
building details and layout plan will suffice for the unchanged buildings 1 & 2, but
where layout changes or new buildings have been added, new dimensions and
typical details must be provided.
3. 02H.1003(g)(7) — Provide technical information showing final numbers, calculations,
assumptions, drawings and procedures associated with the stormwater management
measures including but not limited to: Built -upon area, runoff coefficients, runoff volume,
runoff depth, flow routing, inlet and outlet configuration (if applicable), and other
applicable information as -specified.
a. Please rerun the pond calculations' after accounting for the playground BUA.
b. Please include the SAIDA ratio calculation and associated new minimum required
surface area.
c. Have you been able to verify that the horsepower of the existing fountain is % or
less?
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax: [phone]

Ms. Davenport
March 4, 2015
Stormwater Application No. SW8 060717 Mod.
Application Documents and Fees:'
4. Please provide a new completed wet pond supplement form, or modify the
previously permitted supplement form, copy attached. The values for "Impervious
Area", "SA/DA", "Forebay Volume" and "Orifice Diameter" need to be changed to
reflect the proposed modified condition.
General Engineering Design Criteria for all projects. Session Law 2008-211 Section 2(b)(4) all
stormwater management structures shall be designed per the requirements of 02H.1008(c):
5. 02H.1008(c)(1) — The size of the system must take into account the runoff at the
ultimate built -out potential from all surfaces draining to the system, including any.
off -site drainage. Please include the playground BUA in the wet pond sizing
calculations.
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
Please note that this request for additional information is in response to a prohr6inary review.
The requested information should be received in this Office prior to Apr'ApriK 2015 or the
application will be returned as incomplete. The return of a project will ecessitate resubmission
of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be revised and returned or new originals must be provided. Copies are not
acceptable. If you Have any questions concerning this matter please feel free to call me at (910)
796-7215 or email me at Iinda.lewisCcD_ncdenr.gov.
Sincerely,
Linda Lewis
Environmental Engineer III
GDSlarl: G:IWQISharedlStormwaterlPermits & Projects120061060717 HD12015 02 addinfo 060717
cc: Garry Pape, P.E., GSP Consulting (6626 Gordon Road, Unit C, Wilmington 28411)
Wilmington Regional Office Stormwater File
Page 2 of 2

Lewis,Linda
From: Frank Forde <[e-mail]>
Sent: Friday, April 10, 2015 1:46 PM
To: Lewis,Linda
Subject: Re Stormwater Project No. SW8 060717 Mod.
Attachments: 0223_001.pdf
Ms. Lewis
Please accept this email as my apology for not getting back to you sooner and for our request of more time to submit
the requested revisions.
My name is Frank Forde and I work for Evolve Construction (formerly Mega Builders LLC). I dropped the ball in
coordinating the reply to the attached letter.
I am having Mr. Pape make the requested "engineering" revisions. I am having Ms. Davenport acknowledge the
responsibility of the Villas at Murrayville, LLC to maintenance. I am also having the site move and verify the size of the
fountain.
We will provide this information shortly. It was just an office oversight/misunderstanding.
Thank you in advance for your cooperation.
Frank Forde
FxF
evo �v •
comoanleti
F.X. "Frank" Forde, Jr.
Director of Development
Evolve Construction, LLC
2920-C Martinsville Road
Greensboro, NC 27408
Direct: 336.544-6205
Please note my new email address as of 11112015: [e-mail]
Confidentiality note: The information transmitted in this e-mail message (including any accompanying attachments) is intended to be confidential and p(Mleged. If the recipient of this message is not
the intended recipient or received the message in error, you are hereby notified that any retention, dissemination, disclosure, distribution or copy of this message is strictly prohibited. to that event,
please contact the sender immediately and delete the original and all copies of this transmission (including any attachments) without reading or saving in any manner. Thank you.

THE VILLAS AT MURRAYVILLE
STORMWATER NARRATIVE
& CALCULATIONS
January 21, 2015
��` • S
_ •a Sr AL
� 11;11 R Y S . g \\��
4i1f aj�1?ai S'
135P CONSULTING, PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]
JAN 2 2 205
RV•

STORMWATER NARRATIVE
VILLAS AT M URRAY VI LLE
WILMINGTON, NC
SITE DESCRIPTION
This +/- 20.60 acre site is located at 2200 N. College Road (Parcel #314909-17-7141) in
Wilmington, North Carolina. The site drains to an existing wet detention basin that was
constructed in 2006. This submittal is for a permit Modification. Under Pen -nit ##SW8 060717
issued on October 26, 2006 the site was permitted for 331,818 sf of BUA. 'With this
modification the BUA is proposed to be 338,953 sf. The pond as originally designed is capable
of handling this increase in BUA as shown in the calculations. There are wetlands located in the
southwestern corner of the site that have been field verified by the USACOE.
SOILS
The soils for this project consist of Seagate (Hydrologic Soil Group AID), Woodington
(Hydrologic Soil Group BID), Baymeade (Hydrologic Soil Group A), Pantego (Hydrologic Soil
Group BID) and Johnston (Hydrologic Soil Group D)series soils. The Seagate soils consist of
somewhat poorly drained, moderately permeable soils, the Woodington series soils consist of
poorly drained, moderately rapidly permeable soils, the Baymeade series soils consist of well
drained, moderately rapidly permeable soils, the Pantego series soils consist of very poorly
drained, moderately permeable soils and the Johnston series soils consist very poorly drained,
moderately rapidly permeable soils.
STORM DRAINAGE DESIGN
The primary stormwater measures for this project will be an existing wet detention basin. The
stormwater will be conveyed via overland sheet flow and a closed conduit system to the existing
wet detention basin that is be designed and built to treat the first l" of rainfall and to control the
post development peak discharge for the 2, 10 & 25-year storm events so as not to exceed the
pre -development peak runoff discharge rate to meet NCDENR & New Hanover County
Stormwater Regulations. The site drains to an existing wetland in the southeastern corner of the
site that drains to an unnamed tributary of Smith Creek (Classification C, Sw),

.ti
Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Buildings
Pavement
Sidewalks
Future
Total
Total
% Impervious
VolumelStorage Calculation
WET DETENTION POND
897,168 sf
20.60 ac
90,207
191,629
35,162
21,955
338,953 sf
7.76 ac
37.8%
Design Storm (P)
Schueler Method Runoff Coeff (RV)
Required Volume (Vreq)
1.0 in
0.39 RV = %IMP"0.009+0.05
29,160 cf Vreq = (P/12)'RV'DA

0
Pond Volume Calculations:
Bottom SA = 8,097 sf
Normal Pool SA = 32,519 sf
Vol = ](N.P. SA - Bottom SA)/2] x (N.P. elev. - Bottom elev.)
= 152,310 cf
Forebav:
Required Volume Provided Volume:
Vol = 20% of storage volume Bottom SA =
30,462 cf Normal Pool SA =
Vol =
8,191 sf
13,620 sf
[(N.P. SA + Bottom SA)12] x (N.P. elev
32,717 cf
21.5%
Bottom elev.)

w
POND RELEASE TIME FOR CONTROL PIPE: WET DETENTION POND
POND RELEASE TIME FOR CONTROL PIPE:
STORAGE
ORIFICE
STORAGE
OUTFLOW
RELEASE
ELEVATION
ELEVATION
VOLUME
RATE
TIME
(FT)
(FT)
(CF)
(CFS)
(HOURS)
27.50
26.50
33,545
0.136
68.3
TOTAL HOURS
68.3
DAYS
2.8
CONTROL PIPE:
3
INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)^1/2

Pond Report 4
Hydraflow Hydrographs by Intelisolve v9.1 Thursday, Jan 22, 2015
Pond No. 1 - WET DETENTION BASIN 2-7 t(o513� �
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation = 26.50 ft
Stage I Storage Table 5 1 v{ i
Stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (cult) Total storage (cult) /
0.00 26.50 32,519 0 0 = 337G
0.50 27.00 33,541 16,513 16,513 r VcfQ S G
2.50 29.00 37,469 36,470 87,490 5 445
3.50 30.00 39,537 38,495 125,984 GOB 3
4.50 31.00 41,615 40,568 166,552
5.50 32.00 43,845 42,721 209,272
6.00 32.50 47,814 22,905 232,178
Culvert 1 Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise (in) = 42,0D 3.00 0.00 0.00 Crest Len (ft) = 20.00 2.00 0.00 0.00
Span (in) = 42.00 3.00 0.00 0.00 Crest El, (ft) = 30.40 27.50 0.00 0.00
No. Barrels = 1 1 0 0 Weir Coeff, = 3.00 3.00 3.33 3.33
Invert El. (ft) = 26.50 26.50 0.00 0.00 Weir Type = Riser Broad --- ---
Length (ft) = 110.00 0.00 0.00 0.00 Multi -Stage = Yes Yes No No
Slope (%) = 0.45 0.00 0.00 nla
N-Value = .010 .010 .013 nla
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(inlhr) = 0.000 (by Wel area)
Multi -Stage = n/a Yes No No TW Elev. (ft) = 0.00
Note: CLIverUprifice, outflows are araiyzed under inlet (Ic) and outlet (oc) control, Weir risers checked for orlfico conditions (ie) and submergence (s)
Stage1 Storage I Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr WrA Wr B Wr C Wr D Exffl User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 26.50 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.00
0.05 1,651 26.55 0.01 is 0.01 is --- -- 0.00 0.00 --- -- - 0.01
D.10 3,303 26.60 0.02 is 0.02 is --- --- 0.00 0.00 --- --- --- 0.02
0.15 4,954 26.65 0.04 is 0.04 is -- --- 0.00 0.00 -- - 0.04
0.20 6,605 26.70 0.07 is 0.06 is --- --- 0.00 0.00 - -- - - 0.06
0.25 8,256 26.75 0.05 is 0.00 --- --- 0.00 0.00 --- --- - 0.00
0.30 9,908 26.80 0.10 is 0.10 is --- --- 0.00 0.00 --- --- --- - 0.10
0.35 11,559 26.85 0.12 is 0.11 is --- -- 0.00 0.00 --- --- - - 0.11
0,40 13,210 26.90 0.12 is 0.12 is --- --- 0.00 0.00 --- --- --- - 0.12
0.45 14.861 26.95 0.14 is 0.13 is --- --- 0.00 0.00 - --- --- 0.13
0,50 16,513 27.00 0.14 is 0.14 is --- --- 0.00 0.00 - - - 0.14
0.60 19,963 27.10 0.17 is 0.16 is --- 0.00 0,00 --- --- --- --- 0.16
0.70 23,414 27.20 0.19 is 0.18 is - - 0,00 0.00 --- --- --- 0.18
0.80 26,865 27.30 0.19 is 0.19 is - 0,00 0,00 --- --- - 0.19
0.90 30,315 27.40 0.22 is 0.20 is --- --- 0.00 0,00 --- --- --- 0.20
1.00 33,766 27.50 0.22 is 0.22 is --- --- 0.00 0.00 0.22
1.10 37,217 27.60 0.43 is 0.22 is --- --- 0.00 0.19 - 0.41
1.20 40,667 27.70 0.82 is 0.22 is --- --- 0.00 0.54 --- --- --- --- 0.76
1.30 44,118 27.80 1.29 is 0.23 is - 0.00 0.99 --- --- --- --- 1.21
1.40 47.569 27.90 1.79 is 0.23 is --- -- 0.00 1.52 --- --- - 1.75
1.50 51,019 28.00 2.42 is 0.23 is --- --- 0.00 2.12 --- --- --- 2.35
1.60 54,666 28,10 3.17 is 0.23 is --- 0.00 2.79 - --- --- 3.02
1.70 58,313 28.20 3.83 is 0.24 is --- --- 0.00 3.51 --- --- 3.75
1.80 61,960 28,30 4.58 is 0,24 is --- --- 0.00 4.29 --- --- --- 4.54
1.90 65,607 28,40 5,41 is 0.25 is --- --- 0.00 5.12 - -- --- --- 5.37
2.00 59,254 28.50 6.33 is 0.25 is --- --- 0.00 6.00 --- --- --- --- 6.25
2,10 72,901 28.60 7.34 is 0.25 is --- - 0.00 6.92 --- --- --- --- 7.17
2.20 76,548 28.70 8.14 is 0.26 is --- --- 0.00 7.88 s --- --- --- --- 8.14
2.30 80,195 28.80 9.23 is 0.26 is --- --- 0.00 8.84 s --- --- --- --- 9.10
2.40 83,843 28.90 10.08 is 0.27 is --- --- 0.00 9.82 s --- --- --- 10.08
2.50 87,490 29.00 11.37 is 0.27 is --- --- 0.00 10.80 s --- - 11.07
2.60 91,339 29.10 12.29 is 0.27 is --- --- 0.00 11.83 s --- 12.10
2.70 95,188 29.20 13.25 is 0.28 is --- --- 0.00 12.88 s 13.16
2.80 99,038 29.30 14.25 is 0.28 is --- --- 0.00 13.96 s 14.24
2.90 102,887 29.40 15.61 oc 0.28 is --- --- 0.00 14.99 s --- --- --- 15,28
3.00 106,737 29,50 16.44 oc 0.29 is --- --- 0.00 16.11 s --- --- --- --- 16,40
3.10 110.586 29,60 17.69 oc 0.29 is --- -- 0.00 17.17 s --- --- - --- 17,46
Continues on next page...

1
5
WET DETENTION
BASIN
' Stage I
Storage I Discharge Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C PrfRsr
WrA
Wr B
Wr C Wr D Exfil User
Total
ft
cuft
ft
cfs
Cfs
Cfs Cfs
Cfs
Cfs
Cfs Cfs cfs Cfs
cfs
3.20
114,436
29.70
18.96 oc
0.29 is
--- ---
0.00
18.25 s
--- --- --- ---
18.54
3.30
118,285
29.80
19.80 oc
0.30 is
--- -
0.00
19.42 s
--- --- --- ---
19.72
3.40
122,135
29.90
21.07 oc
0.30 is
--- ---
0.00
20.53 s
--- --- --- ---
20.83
3,50
125.984
30.00
22,33 oc
0.30 is
--- ---
0.00
21.64 s
--- --- --- --
21.94
3.60
130,041
30.10
23.17 oc
0.30 is
---
0.00
22.86 s
--- --- --- ---
23.17
3.70
134,098
30.20
24.41 oc
0,31 is
---
0.00
24.03 s
--- --- ---
24.33
3.80
138,154
30.30
25.62 oc
0.31 is
--- ---
0.00
25.19 s
--- --- - ---
25.50
3.90
142,211
30,40
26,81 oc
0,31 is
--- ---
0.00
26.37 s
--- --- ---
26.68
4.00
146,268
30,50
29,46 oc
0.30 is
--- ---
1,90
27.05 s
---
29.25
4.10
150,325
30.60
33.11 oc
0.29 is
•-- ---
5.37
27.16 s
--- --- --- ---
32.81
4,20
154,381
30.70
36.86 oc
0.26 is
--- ---
9,86
26.66 s
-_ __ _ ---
36.78
4,30
158,438
30.80
39.88 oc
0.22 is
--- ---
15A8
24.48 s
--- --- -- ---
39.88
4,40
162,495
30.90
45.38 oc
0.20 is
--- -
21.21
23.96 s
--- ---
45.38
4,50
166,552
31.00
51.67 oc
0.19 is
---
27.89
23.60 s
--- --- ---
51.67
4,60
170,824
31.10
57.19 oc
0.18 is
---
33.93 s
23.08 s
- •
57.19
4.70
175,096
31.20
61.63 oc
0.17 is
---
38.74 s
22.72 s
-
61.63
4.80
179.368
31.30
65.53 oc
0.16 is
--- ---
42.99 s
22.38 s
--- --- ---
65.53
4.90
183,640
31.40
69.03 oc
0,15 is
--- ---
46.81 s
22.06 s
--- --- - ---
69.03
5.00
187,912
31,50
72.21 oc
0.14 is
---
50.30 s
21.76 s
--- --- ---
72.20
5.10
192,184
31.60
75.13 oc
0.13 is
--- -
53.51 s
21.48 s
--- --- --- --
75.12
5.20
196,456
31,70
77.84 oc
0.13 is
--- ---
56.49 s
21.22 s
--- --- ---
77.83
5.30
200,728
31.80
80.38 oc
0.12 is
--- ---
59.27 s
20.98 s
--- -- -- ---
80.37
5.40
205,000
31.90
82.77 oc
0.11 is
---
61.89 s
20.76 s
--- --- -- ---
82.77
5.50
209.272
32.00
85.04 oc
0.11 is
---
64.36 s
20.57 s
--- --- --- ---
85.04
5,55
211,563
32.05
86.14 oc
0.11 is
--- -
65.55 s
20A7 s
--- --- --- ---
86.13
5,60
213,854
32.10
87.21 oc
0.10 is
--- ---
66.71 s
2039 s
--- --- --- ---
87.20
5,65
216,144
32.15
88.26 oc
0.10 is
--- ---
67.84 s
20.30 s
-- --
88.24
5,70
218,435
32.20
89.28 oc
0.10 is
---
68.95 s
20.23 s
--- --- -- ---
89.28
5.75
220.725
32.25
90.29 oc
0.10 is
---
70.02 s
20.15 s
--- --- - --
90.27
5.80
223,016
32.30
91.28 oc
0.10 is
--- ---
71.08 s
20.08 s
--- --- --- ---
91.26
5.85
225,306
32.35
91,97 is
0,09 is
--- ---
71.92 s
19.96 s
---
91.97
5.90
227,597
32,40
92.64 is
0.09 is
--- ---
72.70 s
19.83 s
--- --- ---
92.62
5.95
229,887
32,45
93.29 is
0.09 is
--- ---
73.48 s
19.72 s
- -- - ---
93.29
6.00
232,178
32,50
93,93 is
0.09 is
--- ---
74.23 s
19.60 s
--- --- --- ---
93.92
...End

;- GSP CONSULTING
The Villas at Murrayville
Total Area Draining to Pond=897,168 SF — 20.60 AC
Total Proposed Impervious Surface Area Draining to Pond:
Buildings
— 90,207 sf
Pavement
— 191,629 sf
Sidewalks
— 35,162 sf
Future
21,955 sf
338,953 sf
% Impervious draining to pond — 338,953/897,168— 37.8%
Required Storage for 1-Inch of Runoff For Pond: (use Schueler Method)
0.05 + 0.009 (1)
0.05 + 0.009(37.8) — 0.3902
— (1')(0.3902)(1/12)(897,168)
= 29,160 cf (33,545 cf provided at elevation 27.5)
POND DEPTH SA/DA % POND SURFACE AREA (MIN.)
(FT) (SF)
c
7.5 1.03 9,271
Pond Depth = 7.5 ft, minimum surface area = 9,271 sf
Used 90% TSS chart to size pond
Area @ elevation 26.5 = 32,519 SF > 9,271 sf
R°��'�.
E C e I '•'
.4o
APR 1 6 2015 w :a SEAL
031315
4'G/Neti��`\���
�,�RRlylSi i
oa�l� eats
6626-C Gordon Road Wilmington, North Carolina 28411 te4: 970-442-7870 fax: 910•799-6659

,t, .� �
.. : i ..

PermrtNo. V W 6717
(to be provided by WQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWA'1TER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied far use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
1. PROJECT INFORMATION (please complete the following information):
Project Name: The Villas at Murray_ville
Contact Person: Phil Tripp Phone Number: 910
For projects with multiple basins, specify which basin this worksheet applies to:
763-5100
elevations
Basin Bottom Elevation
19.0
ft.
(floor of the basin)
Permanent Pool Elevation
26.5
ft.
(elevation of the orifice)
Temporary Pool Elevation
27.5
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
32,159�
sq.ft.
(water surface area at the orifice elevation)
Drainage Area
20.51
ac.
(on -site and off -site drainage to the basin)
Impervious Area
7.62
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
175,605`
cu.ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
33,188`
cu.ft.
(volume detained above the permanent pool)
Forebay Volume
33,485
cu.ft.
(approximately 20% of total volume)
Other parameters
SA/DA1 0.0101 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2.00 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.00 in.
Design TSS Removal 90.0 % (minimum 85% required
Forni SWU-102 Rev 3.99 Page l of 4

( ;Z("�06
Footnotes:
S`wS000717
1. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious %and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2, In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. if the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach ,justification.
Appl I itials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 201/o of the total basin volume.
i� c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f. The basin length to width ratio is greater than 3:1.
7A g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. if the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
*A pump shall be provided to drain the basin for maintenance or an emergency.
I11. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided_
This system (check one) ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 5.62 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 26.5
Sediment R moval El. 24.25 75 o
....
___ _ Sediment Removal Elevation 20.88 75'
Bottom ovation 23.5 %----------------------------------- -------- ----
Bottom Elevation 19.0 25°/q
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Franklin R. Williams and Michael J. Rokoski
Title: Owners
Address: P.O. Box 1.564., Wrightsville Beach, NC 28480-
Phone: 910,279-6359
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
[, Della C. Baird , a Notary Public for the State of North Carolina , County
of Pender , do hereby certify that Franklin R. Williams and Michael J Rokoski personally
appeared before me this day of 2006 , and acknowledge the due execution of
the forgoing wet detention basin maintenance req trements. Witness my hand and official seal,
\���1Vlhlllllfflrrr��/
V .
NOTARI yi .ni
PUB UG
cou
SEAL
My commission expires _October 15, 2006
Form S W U-102 Rev 3.99 Page 4 of 4

Lewis,Linda
From: Lewis,Linda
Sent: Monday, March 16, 2015 2:42 PM
To: 'Garry Pape'
Subject: FW: The Villas at Murrayville SW8 060717
Attachments: 2015 03 addinfo 060717.docx
Garry- I found the attached letter on my computer, written on March 4, 2015, but no indication that it was ever sent
out. Have you received this letter yet? if not, please consider April 16 as your new deadline.
Thanks,
Linda
From: Lewis,Linda
Sent: Tuesday, March 03, 2015 2:07 PM
To: 'Garry Pape ([e-mail])'
Subject: The Villas at Murrayville SW8 060717
Garry
I need to make sure that Ms. Davenport understands that once I transfer the permit, she will be responsible for
addressing the compliance issues. We usually cannot transfer a permit until it is in compliance, however, if the new
owner accepts the transfer of the permit and accepts the responsibility of addressing the compliance issues (in writing),
then we can proceed with the transfer.
Please forward this email to Ms. Davenport (no email address was provided on the application) and ask her to respond
accordingly that she understands that Villas at Murrayville, LLC will be responsible for addressing the compliance issues
once the permit is transferred.
Thank you!
Linda
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office — 910-796-7215
Direct Line — 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

March 4, 2015
Samantha Davenport, Manager
Villas at Murrayville, LLC
806 Green Valley Road, Suite 311
Greensboro, NC 27408
Subject: Request for Additional Information
Stormwater Project No. SW8 060717 Mod.
The Villas at Murrayville
New Hanover County
Dear Ms. Davenport:
The Wilmington Regional Office received a request to transfer and modify the State Stormwater
Management Permit for The Villas at Murrayville on January 22, 2015. A preliminary in-depth
review of the proposed modified application has determined that the application is not complete.
The following information is needed to continue the stormwater review:
Supporting Information requirements applicable to all projects:
02H.1003(g)(4) — Provide topographic maps of the project area showing original
and proposed contours and drainage patterns.
a. The plans were revised to reflect the "as -built" layout but no grading
information for those revised areas has been provided. The previously
approved grading plan will still apply to the unchanged parts of the project,
but where layout changes have taken place, new grading information must be
provided in the form of finished floor elevations, proposed contours and spot
elevations.
b. Please show the collection system for the roof drainage from Buildings 6 & 7
on the plans.
.2. 02H. 1 003(g)(6) — Delineate the existing and the proposed built -upon area
including roads, parking areas, buildings, etc.
a. Please account for and delineate the playground area located to the south of
Building #5.
b. Please provide a dimensioned typical building detail for Buildings 3-9. In
addition, please provide dimensions for the added maintenance shed, the
pool deck, pool building, clubhouse, playground and parking. The previously
approved typical building details and layout plan will suffice for the
unchanged buildings 1 & 2, but where layout changes or new buildings have
been added, new dimensions and typical details must be provided.
3. 02H.1003(g)(7) — Provide technical information showing final numbers,
calculations, assumptions, drawings and procedures associated with the
stormwater management measures including but not limited to: Built -upon area,
runoff coefficients, runoff volume, runoff depth, flow routing, inlet and outlet
configuration (if applicable), and other applicable information as specified.
a. Please rerun the pond calculations after accounting for the playground BUA.
b. Please include the SAIDA ratio calculation and associated new minimum
required surface area.
c. Have you been able to verify that the horsepower of the existing fountain is
or less?

Ms. Davenport
March 4, 2015
Stormwater Application No. SW8 060717 Mod.
Application Documents and Fees:
4. Please provide a new completed wet pond supplement form, or modify the
previously permitted supplement form, copy attached. The values for "Impervious
Area", "SAIDA", "Forebay Volume" and "Orifice Diameter" need to be changed to
reflect the proposed modified condition.
General Engineering Design Criteria for all projects. Session Law 2008-211 Section 2(b.)(4) all
stormwater management structures shall be designed per the requirements of 02H.1008(c):
5. 02H.1008(c)(1) — The size of the system must take into account the runoff at the
ultimate built -out potential from all surfaces draining to the system, including any
off -site drainage. Please include the playground BUA in the wet pond sizing
calculations.
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to April 4, 2015, or the
application will be returned as incomplete. The return of a project will necessitate resubmission
of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be revised and returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me at (910)
796-7215 or email me at Iinda.lewis[o)_ncdenr.gov.
Sincerely,
Linda Lewis
Environmental Engineer III
GDSlarl: G:IWQISharedlStormwater\Permits & Projects120061060717 HD12015 02 addinfo 060717 .
cc: Garry Pape, P.E., GSP Consulting (6626 Gordon Road, Unit C, Wilmington 28411)
Wilmington Regional Office Stormwater File
u
Page 2 of 2

Project Name: "Keceiveu uaee.
-z �1( (tS a E"y vT it t5
Protect Location: ,,� &&Q r - T Accepted Date:
Rule(s) 2008 Coastal 995 Coastal ®Phase ll (WiRO ) 11 Universal El 1988 Coastal
Type of Permit: New or..a or PR Existing Permit # (Mod or PR): a (p o�1 c PE Cert on File?
Density:._ -HD :.L.D_.1.._Type;..= Commercialor-____Residential_—
(% 00) Stream Class: LJSA Map Offsite to SW8
Subdivided?: Subdivision or Single Lot IMORW Map FlExempt
P o,,, Emailed Engineer on: _
Supplement(s) (1 original per BMP) BMP Type(s):
0&M with correct/original signatures (1 original per BMP except LS/VFS and swoies)�
application with correct/original signatures 13
eed yy�ncJ
®Corp or LLC: Sig. Auth. per SoS or letter Email Address: Design Engineer
d��05(within 6mo) Email Address: Owner
Soils Report with SHWT a� Note to Reviewer:
M15ia'lculations (signed/sealed)
No obvious errorsf`�'"`
Density includes common areas, etc
Restrictions, .if subdivided:
d & Notarized
orrecc i em late comrt� roes tk u u or uec. covenants & Kest.
Plans
` gets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
ding Wetlands: Delineated or No Wetlands
MGEl
icinity Map yout (proposed BUA dimensions)
�ege'rnd r]D Maps Project Boundaries
infiltration
ils Report
Bottom:
Visited:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Wet Pond
®Soils Report
SHWT:
PP:
Offsite
ElPE Certfor Master Lot#:
Deed Rest for Master Lot # Matches Master
BUA Permitted (Master): sf
BUA Proposed (Offsite): sf
Proposed: Proposed:

Casmdr, Jo
From: Casmer, Jo
Sent: Monday, March 09, 2015 8:50 AM
To: 'Garry Pape'
Subject: The Villas at Murrayville; Stormwater Permit SW8 060717
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on March 5, 2015. Your project will be assigned to a
staff member and you will be notified if additional information is needed. Please be advised that the construction
of built —upon area may not commence until the Stormwater Permit is issued.
Since the application did not reflect an email address for the applicant, please notify them of this status update.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disdosed to third
parties

Car gill".
Villas.at Mu'rr'ay'yJ11e,.-LLC J."rIIII. Carolina 38491'PII,:1�01--
IIIII-I�il.rii[i- 4 111. 1" IV!.
`61 I-60ro III I -!!,I
Hawt ornwat�iullr'ray"II 1;1,111. NC :;I I
It I� dIP
fing ' -Acboidnt e 1
�'Ijj
M rGroeli VI Road; Suite 311 i!
8 01
Green'sboro:-NC 27408
FIVE: HUNDRED FIVE AND 00 100 DOLLARS
01/19/2015 $505 .00***
'ORDER PF1; NCDENR
i�' Mail ii Service Center VOIDA 90 DAYS
'—,Ral e.j.gh,. NC, 27699
1III
ij� 614

TO:
GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411 AG�
[phone]
FAX [phone]
>1A�
7�
NC Division of Water Quality
141 %-d1U111Q1 UIIYC LAl
Wilmington, NC 284C
LEITER of T° ° NSMMAL
DATE 01/22/15
JOB NO. 201 -000
A ON
E#
RE` Villas at Murra ville
Stormwater permit (Modification)
fi
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
® Fee Check ® Permit Applications ® Plans ® Calculations
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DESCRIPTION
2
Sets of plans & calculations for state stormwater permit modification
2
Stormwater Management Permit Application Forms (one original, one copy)
1
Application fee for $505.00 for conventional review
1
Property Deed
1
Ownership Name Change Form
1
Deed Restrictions
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
.52
❑ Resubmit
❑ Submit _
❑ Return
copies for approval
copies for distribution
corrected prints
COPY TO: File SIGNED: - Garry S. Pape, P.E.
If enclosures are not as noted, kindly notify us at once.

0� �EEpS
y�pT1 R�y,ITN �y
�gEZit
r-1
FCP RE . GOUtstY4't PSG
1201101111
07fl39
spared by: ALAN M. SOi.P,SfA, 213 N. Second Street, Wilmington, NC 28901
NORTH CAROLINA PARCEL #:R03400-003-013-000
NEW HANOV'ER COUNTY EXCISE TAXIS 4,400.00 A
VMA M1.1-MMMOZaMP
THIS DEED, made this 8" day of August, 2007, by and
between MURRAYVILLE HOLDINGS, LLC, a North Carolina limited
liability company, one or more, called GRANTOR, and VILLAS AT
MURRAYVILLE, LLC, whose mailing address is P. 0. Box 1564,
Wrightsville Beach, NC 28480, whether one or more, called
GRANTEE.
WITNESSETH THAT:
The GRANTOR, for and in consideration of the
sum of Ten Dollars ($10.00) and other valuable considerations to
them in hand paid by the GRANTEE, the receipt whereof is hereby
acknowledged, have bargained and sold, and by these presents does
hereby bargain, sell and convey unto GRANTEE, their heirs,
successors and assigns forever, all that certain real property
located in New Hanover County, North Carolina, described as
follows:
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN
BY THIS REFERENCE.
SUBJECT TO 2007 ad valorem real property taxes;
Applicable restrictions and easements of record; All
local, county, state and federal laws and regulations
relative to zoning, occupancy, subdivision., usage,
construction and development of the described property.
TO HAVE AND TO HOLD the above granted and described
property, together with all and singular, the rights, privileges,
gTr- F 0
easements, tenements and appurtenances thereunto belonging; or in
JAN222015

I
anywise appertaining unto the said GRANTEE, their heirs successors
and assigns, in fee simple forever.
And the GRANTOR, for themselves, their heirs, executors
and administrators, do covenant to and with the said GRANTEE, their
heirs, successors and assigns, that they are seized in fee of the
above granted and described property; that they have good right to
sell and convey the same in fee simple; that the same is free and
clear from any and all restrictions, easements or encumbrances,
except those mentioned above; and that they will and their heirs,
executors, administrators and successors shall warrant and defend
the title to the same against the lawful claims and demands of any
and all persons whomsoever.
IN TESTIMONY WHEREOF, the above partnership Grantor,
Limited Liability Company, or Limited Liability Partnership has
caused this instrument to executed in the appropriate company or
partnership name by duly authorized partner(s) or managers, and has
adopted as its seal the word "SEAL" appearing beside its name, this
sealed instrument being executed and delivered on the date first
above written.
MURRAYVILLE HOLDINGS, LLC
BY: (SEAL)
Titl ager
BY: AL)
Title: Manager
STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER
I, Alan M. Solana, Notary Public of the County and State aforesaid,
do hereby certify that Franklin R. Williams and Michael J. Rokoski,
Manager(s) of Murrayville Holdings, LLC a North Carolina limited
liability company, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and seal this the fit day of August, 2007.
H IJ"
so
Notary PuZI
�• f x�
My Commission Expires: 30 May 2009 _ L 1.. put+G
�,:

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0
r' �
C
I
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
kkANNAkxNNYkxxxxlNkhtx*kkN*irNHrkk*NNkkf#Nkk#R1YkkxxxRIF�YRwwkN##xx# k #*kx # x#iNF RxkxktkiFRkNAir*NN1�«kkkkRN##xirNklrtkkktkY�Mxxkkkkk
Filed For Registration: 08/06/2007 03:48:42 PM
Book: RE 5216 Page: 2470-2473
Document No.: 2007039462
DEED 4 PGS $20.00
NC REAL ESTATE EXCISE TAX: $4,400.00
Recorder: NELSON, JACQUELINE
State of North Carolina, County of New Hanover
IT ID�-
PpOA.
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2007039462*
2007039462

Compliance Inspection Report
Permit: SW8060717 Effective:10126/06 Expiration: 10/26/20
Project: The Villas at Murrayville
Owner: Franklin R Williams
County: New Hanover Adress: 2200 N College Rd
Region: Wilmington
City/State/Zip: Wilmington NC 28404
Contact Person: Franklin R Williams Title:
Directions to Project:
Approx. 447 if south from the intersection of NC 132 and SR 1322, site is on left.
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Smith Creek) (03-06-23) ( C;Sw)
On -Site Representative(s).
Related Permits:
Inspection Date: 12/1812014 Entry Time: 01:45PM
Primary Inspector: Alida R Lewis
Secondary Inspector(s):
Reason for Inspection: Other
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Phone: [phone]
Exit Time: 02:OOPM
Phone: [phone]
Inspection Type: Transfer Renewal
page: 1