SW8060120_Historical File_20140108

AT4*"
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvada, III, Secretary
January 8, 2014
Mr. Maurice Emmart, Jr, Managing Member
Saylor's Watch Development, Inc.
100 Aqua Vista Drive
Wilmington, NC 28409
Subject: Permit Name/Ownership Change, Modification, and Expiration Date Extension
State Stormwater Management Permit No. SW8 060120
Saylors Watch
High Density Wet Detention Pond Project
New Hanover County
Dear Mr. Emmart:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit Application and
Name/Ownership Change Form from the previous permittee, Emmart Holdings, LLC, to transfer the permit to
Saylor's Watch Development, Inc and then modify the State Stormwater permit for Saylors Watch on January 7,
2014. 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 any.
updated pages or addendums to the permit will now reference DEMLR as the Division responsible for issuance of the
permit.
Name/Ownership Change:
A file review and site inspection was performed on December 13, 2013 by DEMLR staff and as noted in the enclosed
inspection report, the site is currently in compliance with the terms and conditions of the current state stormwater
permit. As indicated on the Name/Ownership Change form, you have acknowledged receipt of a copy of the permit,
which includes the application and supplement forms, a copy of the approved plans and a copy of the required
Operation and Maintenance agreement from the previous permittee. By acknowledging receipt of the permit, and by
signing the Name/Ownership Transfer form, you have accepted the responsibility for complying with the terms and
conditions outlined in this permit. The Division is hereby notifying you that permit SW8 060120 has been transferred
on January 7, 2014 and to remind you that this permit shall be effective until January 31, 2020, which includes the
extensions. For your records, please find enclosed the modified and transferred permit, a copy of the inspection
report, and Name/Ownership Change form submitted on November 6, 2013.
Permit Modification:
Staff review of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 21-1.1000 and Session Law 2008-211. We are forwarding Permit
No. SW8 060120 dated January 8, 2014, for the construction, operation and maintenance of the BMP's and built -
upon areas associated with the subject project The following modifications are included and covered by this permit:
1. Additional townhomes have been added. Phase I covered 82 townhomes and 154,016sf of impervious
area. It was originally permitted on January 31, 2006, and revised on August 31, 2009. Deed restrictions
were not required in these two versions, but owners do own land beyond the footprints of the townhome
buildings. However, the Declaration of Covenants, Conditions and Restrictions which is recorded with New
Hanover County (BK:5205/PG:1008-1027) prevents owners from installing impervious area beyond the
permitted amount. Deed restrictions limiting impervious area for Phase II (Lots 83-102) is set to 828sf/lot by
this permit. These restrictions must be recorded with the county.
The impervious area and drainage areas have increased. In 2006, 31,130sf of offsite drainage area with an
associated 13,432sf of impervious area was permitted to drain to the pond. This offsite drainage area has
not been changed per your engineer's January 2, 2014 letter. It has not been counted at full build out in this
permit because it was not counted at full build out in 2006.
3. The pond has been enlarged.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

IVII. L11111101l
January 8, 2014
Permit Expiration Date Extension:
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. This permit shall be effective from the date of issuance until January
31, 2020, which includes the extensions, and shall be subject to the conditions and limitations as specified therein.
Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of the
BMP(s), recordation of deed restrictions, procedures for changes of ownership, transferring the permit, and renewing
the permit. Failure to establish an adequate system for operation and maintenance of the stormwater management
system, to record deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition
must conform to Chapter 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, or need additional information concerning this matter, please contact Kelly Johnson in the
Wilmington Regional Office, at [phone].
Sin rely,
Tracy is, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ kpj: S:1WQS1StormwateAPermits & Projects120061060120 HD12014 01 permit 060120
enc: Inspection Report, December 13, 2013
Name/Ownership Change form submitted on November 6, 2013
cc: Mr. Maurice Emmart, Jr., Managing Member of Emmart Holdings, LLC
Mark Hargrove, PE
Inspector, New Hanover County Building Inspections
New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 060120
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Saylorss Watch Development, Inc.
Saylors Watch
4702 S. College Rd, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the provisions of 15A
NCAC 2H .1000, effective September 1,1995 and Session Law 2008-211 (hereafter separately and collectively
referred to as the "stormwater rulesl and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division and considered a part of this permit.
This permit shall be effective from the date of issuance until January 31, 2020 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. The subdivision is permitted for 102 townhome lots, each limited to a maximum amount of built -upon area
as indicated in Sections 11.14 and 11.15 of this permit.
This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.7 of this permit. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system. The wet pond has been designed to
handle the runoff from 191,333 square feet of impervious area.
The maximum built -upon area allowed for the entire subdivision is 191,333 square feet.
The project shall provide and maintain a 50' wide vegetative buffer adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of each side
of streams and rivers and the mean high water line of tidal waters.
6. The permeable pavement shown on the plans has not been demonstrated to meet State Stormwater BMP
design requirements and therefore is not considered a part of the approved state stormwater treatment
system. These additional measures are incorporated only by reference and are not enforceable parts of the
permit.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 060120
The following design elements have been permitted for this wet detention pond stormwater facility, and must
be provided in the system at all times.
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b.
Total Impervious Surfaces, ft2:
Onsite*, ft2:
Offsite*, ft2:
C.
Design Storm, inches:
d.
Average Pond Design Depth, feet:
e.
TSS removal efficiency:
f.
Permanent Pool Elevation, FMSL:
g.
Permanent Pool Surface Area, ft2:
h.
Permitted Storage Volume, ft3:
i.
Temporary Storage Elevation, FMSL:
j.
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
k.
Controlling Orifice:
I.
Orifice flowrate, cfs:
m.
Permitted Forebay Volume, ft3:
n.
Fountain Horsepower
o.
Receiving Stream/River Basin:
P.
Stream Index Number:
q.
Classification of Water Body:
417,583
386,453
31,130
191,333
177,901
13,432
1.0" (154,016ft2, previously permitted)
1.5" (37,227ft2, newly permitted impervious area)
4.5
90
23.50
17,369
22,045
24.60
0.33
2.50"0 pipe
0.10
11,313
1 /6
UT to Motts Creek / Cape Fear
18-82
"C; SW"
* In 2006, 31,130sf of offsite drainage area with an associated 13, 432sf of impervious area was permitted to drain to the pond.
This offsite drainage area has not been changed per your engineer. It has not been counted at full build out (100% impervious)
in this permit because it was not counted at full build out in 2006.
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved stormwater drainage
system shown on the approved plans, unless and until the Division has approved of the revised plan.
2. The permittee is responsible for the routine monitoring of the project for compliance with the built -upon area
limits, grading, and the storm drainage system established by this permit, the permit documents, the
approved plans, and the recorded deed restrictions. The permittee shall notify any lot owner that is found to
be in noncompliance with the conditions of this permit in writing, and shall require timely resolution.
3. The permittee shall review all individual proposed and modified lot plans for compliance with the conditions
of this permit. The permittee shall not approve any lot plans where the maximum allowed built -upon area
has been exceeded, or where revisions to the grading or to the storm drainage system are proposed unless
and until a permit modification has been approved by the Division.
4. 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.
5. 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 060120
6. 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 the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, or sale of any, all or part of the project area. The
project area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
d. Alteration of any aspect of the approved stormwater drainage system and/or the approved
stormwater BMPs.
e. The construction of any permitted future development areas shown on the approved plans.
7. All stormwater collection and treatment systems must be located in either public rights -of -way or dedicated
common areas or recorded easements. The final plats for the project will be recorded showing all such
required rights -of -way, common area and easements, in accordance with the approved plans.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
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.
10. 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.
11. This permit shall become void unless the facilities are constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
12. The permittee shall at all times provide the operation and maintenance necessary to assure that all
components of the permitted stormwater system function at design condition. The approved Operation and
Maintenance Agreement must be followed in its entirety and maintenance must occur at the scheduled
intervals.
13. Records of maintenance activities must be kept by the permittee. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
14. Phase I covered townhome lots 1-82 and 154,016sf of impervious area. It was originally permitted on
January 31, 2006, and revised on August 31, 2009. Deed restrictions were not required in these two
versions, but owners do own land beyond the footprints of the townhome buildings. However, the
Declaration of Covenants, Conditions and Restrictions which is recorded with New Hanover County
(BK:5205/PG:1008-1027) prevents owners from installing impervious area beyond the permitted amount.
15. Prior to the sale of any lot, the following deed restrictions must be recorded for townhome lots 83-102:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 060120, 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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 060120
f. The maximum built -upon area per lot is 828 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. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of
each side of streams and rivers and the mean high water line of tidal waters.
j. 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.
k. If permeable pavement BUA credit is requested, the property owner must submit a request, with
supporting documentation, to the permittee and receive approval prior to construction.
16. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling lots. The recorded copy must contain all of the statements above, the
signature of the Permittee, the deed book number and page, and the stamp/signature of the Register of
Deeds.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR personnel. The project
and the stormwater facility must be in compliance with all permit conditions. Any items not in compliance
must be repaired, replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
18. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain will be allowed in
the stormwater treatment system, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if
they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool volume. The
maximum pump power for a fountain in this pond is 116hp.
19. If permeable pavement BUA credit is desired, the permittee must submit a request to modify this permit to
incorporate such language as required by the Division of Energy, Mineral and Land Resources. The request
to modify must include a proposed amendment to the deed restrictions and protective covenants for the
subdivision, and a soils report identifying the type of soil, the Seasonal High Water Table elevation and the
infiltration rate. Upon the successful completion of a permit modification, the individual lot owners that
request to utilize permeable pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of the permeable pavement.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. At least 30 days prior to a
change of ownership, or a name change of the permittee or of the project, or a mailing address change, the
permittee must submit a completed and signed Name/Ownership Change form, to the Division of Energy,
Mineral and Land Resources, accompanied by the supporting documentation as listed on the form. The
approval of this request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time as the Division
approves a request to transfer the permit. Neither the sale of the project in whole or in part, nor the
conveyance of common area to a third party constitutes an approved transfer of the permit.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 060120
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Energy, Mineral and Land Resources, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal)
having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take immediate corrective
action, including those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal business hours for the
purpose of inspecting the permitted stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The permit may be
modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification,
revocation and re -issuance or termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit. The permittee shall maintain a copy of the permit, 0&M Agreements, and the approved plans
at all times.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit as allowed by the laws, rules and regulations contained in
Session Law 2006-246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate documentation and the processing fee.
Permit modified, transferred, and reissued this the 8th day of January 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. e D 5cctr-
Tracy Dav' , P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 060120
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 060120
Saylors Watch
Stormwater Permit No. SW8 060120
New Hanover County
Designer's Certification
Page 1 of 2
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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 060120
Certification Requirements:
Page 2 of 2
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 -coon 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, a forebay, and the
vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DEMLR Regional Office
Inspector, New Hanover County Building Inspections
Page 9 of 9

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
To: Kelly Johnson
NCDWQ
UnM ors VUHMnAk
DATE 1 /07/ 14 JOB NO.
ATTENTION
PHONE #
RE: Sa tors Watch Townhomes - Phase II
Permit No. SW8 060120
Permit Modification
WE ARE SENDING YOU
❑ Attached
❑ Under separate cover
the following items:
❑ Shop Drawings
❑ Prints
❑ Plans ❑ Samples
❑ Specifications
❑ Copy of Letter
❑ Change order
❑ Diskette ❑ Permit Applications
COPIES DATE NO. DESCRIPTION
2 Revised Sheet C-10
THESE ARE TRANSMITTED as checked below:
❑ copies for
® For approval ❑ Approved as submitted Resubmit approval
copies for
❑ For your use ❑ Approved as noted ❑ Submit distribution
® As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and
comment ❑ _
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO: File SIGNED:
N enclosures are not as noted, kindly not17y us of once.
rA
EEIV E,
JAN 0 7 2014
BV.

Johnson, Kel
From: Johnson, Kelly
Sent: Monday, January 06, 2014 2:14 PM
To: 'Mark Hargrove - Road Runner'
Subject: FW: Saylors Watch Townhomes
Mark,
I think this is ready to go with the except two small details. The cross section on C-10.0 shows the bottom of the pond to
be at 17.0. 1 think that that was intended to be the "bottom" of the pond but the "top" of the sediment such that the
"bottom" of the sediment (the actual bottom of the pond to build) would be 16.0? The plan view shows 16.0. Also,
neither the cross-section nor the plan view shows the elevations of the top and bottom of the loft shelf.
I have the permit drafted, and I can issue it pretty quickly once I get this in. I had not planned to send a formal add info
letter unless you would like one.
Thanks,
Kelly
From: Johnson, Kelly
Sent: Tuesday, December 31, 2013 9:25 AM
To: 'Mark Hargrove - Road Runner'
Subject: RE: Saylors Watch Townhomes
OK. I will look through that when it comes in.
Thanks,
Kelly
From: Mark Hargrove - Road Runner [mailto:mhargroveC_aec.rr.com]
Sent: Tuesday, December 31, 2013 8:53 AM
To: Johnson, Kelly
Subject: Saylors Watch Townhomes
Kelly,
I received a copy of the HOA Covenants and attached are two pages with the second pertaining to impervious area
allowed. This was for the Phase I project. Based on what I read, no one is allowed to add any impervious area. We can
do the deed restrictions for the second phase without messing with existing townhome owners in the first phase.
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744

January 2, 2014
Kelly Johnson
NC Division of Energy, Mineral and band Resources
127 Cardinal Drive
Wilmington, North Carolina 28405
RE: Saylors Watch Phase II
Permit No. SW8 06120
Dear Ms. Johnson:
The following is a response to your comments dated December 13, 2013:
1. Impervious Area
a. Application Summary Table: Please check the total for the impervious area in
the table on the application and make the necessary adjustments to the
application. The total is shown to be 191,333 sf but appears to be equal to
191,243 sf.
—response: The correct number was 191,333. The offsite number was incorrect, but
has now been corrected.
b. Offsite Drainage Area: Offsite drainage area has been added since earlier
versions of the permit. The offsite drainage area added is 31,130 sf and the
associated offsite impervious area is 13,442 sf (42.9%). Offsite drainage area is
typically from adjacent development (or future development) owned by a
different entity such that this permittee will not have control over the offsite
land's development. If that is the case, then the pond has to be designed to treat
the offsite drainage area at full buildout. Typically there is a local ordinance or
similar local restriction in place limiting the development on the offsite land to a
maximum percentage, and if so, that percentage can be used as the maximum
build out in lieu of 100%. If you plan to use a local ordinance to meet this
requirement, please provide a copy of the ordinance in your resubmittal.
"Response: Per our phone conversation on 12/23/13 you stated the offsite drainage
areas could stay the way they were permitted before.
c. Patios: Each townhome is shown with a 6 x 13 ft patio. Is this area intended to
be impervious and therefore already included in the impervious allocation? If
not, please provide a typical building footprint noting concrete or wooden
features. C I
espouse: The patio was included in the impervious allocation. �JAN 0 3 2M
,
8v.
P D R T CITY CONSULTING ENGINEERS, PLLC
G 2 1 B STD N E B R I D G E R DAD, W I L M I N G TO N, N C 2 84 09
P H: (9 1 D) 5 9 9- 1 7 4 4

2. Deed Restrictions: 1. Will the townhomes be sold with land be- �h
that homeowners may want to enlarge the patio on their own
townhomes be sold only with the footprint of the building
patio? Neither the current permit nor the proposed pert
the townhomes will be sold with the land that could b X-
then please submit deed restrictions and show the 1, (�
Response: The townhomes will be sold with land' (^ 4E_
now shown on the plans. Deed Restrictions are
townhome units. A copy of the HOA covens,,
O
3. Elevations: The supplement shows that the be
elevation if 15.0 msl and the top of the sediment C.
calculations and plans label the "bottom elevation" as
terminology refers to the actual bottom of the pond as ol.y
the top of the sediment cleanout elevation which is commol,
"bottom of the pond".) The O&M agreement shows that the tc,1
17.0 msl and that the bottom of the pond is at 16.0 msl. Please ma.L
corrections to the application package.
(7R)sponse: The supplement has been corrected where the sediment cleanout
'elevation is 16.0 and the bottom elevation is 17.0.
4. Pre -Development Discharge Rate: Please show this rate on the supplement in order
to show that the post -development discharge (the orifice flowrate) is less than the
pre -development discharge rate.
uiCe-sponse: The Pre -Development Discharge Rate is now shown on the supplement.
The orifice flowrate is less than the Pre -Development Discharge Rate.
5. Name/Ownership Change Form: A scanned version of this form was submitted.
Please submit the original form with the original signatures.
46sponse: The original was provided. Per our phone conversation on 12/23/13 you
acknowledged you had the original.
6. Current Permittee on Name/Ownership Change Form: Maurice Emmart, Jr. is
listed as the President of Emmart Holdings, LLC. This corporation has been
administratively dissolved by the NC Secretary of state, but from our previous
documentation on file it appears that you were the Managing Member rather than
President. With your permission, I will correct this typo and initial this change to the
transfer form. e
esponse: That will be fine.��'� G
JAN 0 3 20%
6V:
PORT CITY CONSULTING ENGINEERS, PLLC
62 1 6 STO N E SRI D S E ROAD, W 1 L M 1 N G T O N, N C 2 8 4 0 9
P H: (9 1 O) 5 3
9- 1 7 4 4

2. Deed Restrictions: 1. Will the townhomes be sold with land beyond the patio such
that homeowners may want to enlarge the patio on their own land, or will the
townhomes be sold only with the footprint of the building and footprint of the
patio% iveiiher the current permit nor the proposed permit has deed restrictions. If
the townhomes will be sold with the land that could be developed by a future owner,
/ then please submit deed restrictions and show the lot lines on the plans.
VResponse: The townhomes will be sold with land beyond the patio. The lot lines are
now shown on the plans. Deed Restrictions area attached for the twenty new
townhome units. A copy of the HOA covenants for the previous 82 units is provided.
3. Elevations: The supplement shows that the bottom of the sediment cleanout
elevation if 15.0 msl and the top of the sediment elevation is 16.0 msL The
calculations and plans label the "bottom elevation" as 17.0 msl. (It appears that is
terminology refers to the actual bottom of the pond as opposed to the elevation at
the top of the sediment cleanout elevation which is commonly referred to as the
"bottom of the pond".) The O&M agreement shows that the top of sediment is
17.0 msl and that the bottom of the pond is at 16.0 msl. Please make any necessary
corrections to the application package.
(7R)sponse: The supplement has been corrected where the sediment cleanout
evation is 16.0 and the bottom elevation is 17.0.
4. Pre -Development Discharge Rate: Please show this rate on the supplement in order
to show that the post -development discharge (the orifice flowrate) is less than the
pre -development discharge rate.
Response: The Pre -Development Discharge Rate is now shown on the supplement.
The orifice flowrate is less than the Pre -Development Discharge Rate.
5. Name/Ownership Change Form: A scanned version of this form was submitted.
Please submit the original form with the original signatures.
,eesponse: Theoriginal was provided. Per our phone conversation on 12/23/13 you
acknowledged you had the original-
6. Current Permittee on Name/Ownership Change Form: Maurice Emmart, Jr. is
listed as the President of Emmart Holdings, LLC. This corporation has been
administratively dissolved by the NC Secretary of state, but from our previous
documentation on file it appears that you were the Managing Member rather than
President. With your permission, I will correct this typo and initial this change to the
transfer form.
esponse: That will be fine. (;r*JE
JAN 0 3 20%
sv:
FORT CITY CONSULTING ENGINEERS, PLLC
6 2 1 6 S T O N EBRIDGE ROAD, W I L M I N G T O N, NC 2 B 4 D 9
P H: (9 1 O) 5 9 9- 1 7 4 4

7. Proposed Pemuttee: For legal reasons, the name on the forms has to match the NC
Secretary of State's records in terms of both spelling and punctuation. The
apostrophe has been left out of "Saylor's Watch Development, Inc.". With your
permission, I will correct this typo and initial this change to the transfer form as well
as the application form.
Response: That will be fine.
8. Plans:
a. 10:1 Shelf: The permanent pool is shown to touch the top of shelf rather than
the midpoint of the shelf in the cross section. Please make any necessary
corrections.
% esponse: The typical cross section of the pond on Sheet C-10.0 has been revised to
show that the permanent pool is at the midpoint of the shelf,
b. Permanent Pool: Please show the dimensions of each line and arc of the
permanent pool.
Response: Dimensions of each line and arc are now shown for the permanent pool.
c. Drainage Easement: Please place the pond in a drainage easement and show its
dimensions on the plan.
Response: The pond is located in "Common Area" and will be maintained by the
Home Owner's Association.
9. Inspection, December 13, 2013:
a. PE Certification: A PE Certification is not on file. Please submit the PE
Certification once the pond has been modified to reflect the proposed permit.
Mt6sponse: Once the pond modifications have been completed, a certification will be
provided.
b. General:- Once the pond is modified to reflect the proposed permit, please
maintain it so that the outlet is accessible. I did not inspect the outlet.
%esponse: The pond is being maintained.
Sincerely,
A 0)1
Mark N. Hargrove
Port City Consulting Engineers, PLLC
gEGEIVE
JAN 0.3 2014
RV:
P O R T CITY CONSULTING ENGINEERS, PLLC
6 2 1 6 S T O N E S R I D G E R O A D 7 W I L M I N G T O N. NC 2 8 4 O 9
P H: (9 1 O) 5 9 9- 1 7 4 4

General Data: Impervious, Drainage Area and Volume
PROJECT NUMBER: SW8
060120
Reviewer:
K Johnson
DRAINAGE BASIN:
Cape Fear
Current Date
6-Jan-14
Original Run Date:
30-Dec-13
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Wet Pond
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
Receiving Stream
UT of Motts
Creek
N_ Stream Index
18-82
Class
C; Sw
impervious Area
Proposed Impervious (ALL IMPERVIOUS), Total, its:
1 191,333
01
0
01
0
0
1
01
0
0
Onsite Buildings
70,600
Onsite Streets
0
Onsite Parking
88,410
Onsite Sidewalks
18,891
Onsite Other
0
Future
0
Offsite
13,432
Existing
0
Prl=vfdustjl-Aeimiltad ImpervlDt6, Md RU!e.
154,016
0
0
0
0
0
0
0
0
0
Onsite Buildings
Onsite Streets
Onsite Parking
Onsite Sidewalks
Unsite Other
154,016
Future
Offsite
Existing
37,317
0
0
0
01
0
01
0
0
0
Drainage Area
Drainage Area, Total, fe:
417,583
_
Onsite, fe-
386,453
offsite, fe.
31,130
Pmourily-t+mmlrad Ofainaga AaltsfjOk FU.4fe, f?
340,940
0
0
0
0
0
0
0
0
0
Onste, fe:
340,940
Offsite, fe:
0
Proposed DA (Being Added By Mod,', fe:
76,643
Drainage Area, Subject to Old Rule, f?:
340,940
0
0
0
0
0
0
0
0
0
Drainage Area, Subject to New Rule, If:
76,643
Percent Impervious Overall, per DA:
Volume Required
49 82%
Volume Required, Old Rule, fe:
12,972
RvvnstD.1.p.rnt, Old Rule:
0.46
Design Storm, Old Rule, in:
1.0
Volume Required, New Rule, fe:
4,677
RVPm0ev8Wpmrd, New Rule:
0.05
0.05
0.051
0.05
0.057
0.05
0.05
0.051
0.05
0.05
Rv�D ,.k,p nt, New Rule:
0.49
Design Stormt.s., In:
1.5
1.51
1.5
1.5
1.5
1.5
1.51
1.5
1.5
1.5
Design Storm1y24hr, in:
Subject to SA? (Y or N)
n
Volume Requiredf,s•, fe:
4,677
Volume Required7y24hr, fe:
0
Volume Required, Total (Old +New) Rule, 1?:
17,649

Wet Ponds
PROJECT NUMBER: SW8
060120
Reviewer:
K Johnson
DRAINAGE BASIN:
Cape Fear
Current Date
6-Jan-14
Original Run Date:
10-Dec-13
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Minimum Surface Area
% impervious
Wet Pond
45.89�0
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP in
DA
No BMP In
No BMP in
DA
No BMP In
DA
No BMP In
Lower impervious
40.0%
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
U er Impervious
50.0%
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
TSS 85 or 90 :
90
Lower SAIDA
3.1
#VALUE!
#VALUE[
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUEI
#VALUE]
#VALUE!
Upper SA/DA
3.9
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
SAIDA ratio
3.6
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE[
#VALUE!
#VALUE!
#VALUE!
#VALUE!
PP Surface Area req, fie:
Storage Calculations
14,889
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
Elevation, Top of Sediment bottom and ,fmsl:
16.00
Elevation Bottom of shelf, fmsl:
23.00
Elevation, Permanent Pool, fmsl:
23.50
Elevation, Top of Shelf, fmsl:
24.00
Elevation, Temp. Pool, fms1:
60
24I
Area, Top of Sediment (bottom pond), fe:
Area, Bottom of Shelf, fe:
14,347
Area, Penn Pool, fe:
Area, Top of Shelf, ft2:
Area, Tem .Pool, ft2:
Volume Provided (Temp Pool), DWQ Calculated, ft3:
22,045
0
0
0
0
0
0
0
0
0
Volume Provided (Temp Pool), ProNded per Consultant, ft3:
22,045
Volume Required (remp Pool), DWQ Calculated, ft3:
17,649
Consultant Provided Enough Volume?
Y
Average Depth Option 1 or Option 2 Enter 1 or 2?
2
Averse Depth Provided t
4.5
Averse Depth - OPTION 1 -, DV Q Calculated, ft:
3.36
#DIV/01
#DIV/01
#DIV/01
#DIV/0!
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/011
Average Depth - OPTION 2 -, DWQ Calculated, ft:
Forebay Volume
5.0
#DIV/01
#DIV/01
#DIV/01
#DN/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#D1V/01
Permanent Pool Volume, fe:
58,385
0
Ol
0
01
0
0
0
0
0
Forebay Volume, Required, ft3:
11,677
0
0
0
0
0
0
0
0
0
Forebay Volume, Provided, fe:
11,313
Percent of Permanent Pool (18-22% is Target):
19%
#DIV/01
#DN/01
#DIV/O!
#DIV/01
#DIV/01
#DIV/Ol
#I)IV/0!
#DIV/O!
#DIV/01
Drawdown
Av era a Head, ft:
0.33
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Average Flow Q2, fe/sec:
0.102
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUEI
Average Flow Q6, ft3/sec:
0.041
#VALUE!
#VALUE!
#VALUE!
#VALUE!j
#VALUE!
#VALUE[
#VALUE!
#VALUE!
#VALUE!
Q2Area, in2:
5.302
#VALUE!
#VALUE!
#VALUE!
#VALUElj
#VALUE!
#VALUE!
#VALUE!
#VALUE[
#VALUE!
Qs Area, in2:
2.121
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE[
#VALUE!
No. of Orifices
1
Orifice Diameter, in:
2.60
Orifice Area, in2:
4.909
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Weir Height, in:
Weir Length, in:
Weir C:
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/0!
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Weir L, Effective Length, ft:
-0.066
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Average Orifice Flowrate, DWQ Calc (QDwQ) ft3/sec:
0.095
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Average Orifice Flowrate, Reported (OR p t) ft3/sec:
0.100
Average Orifice Flowrate is Adequate? Set Range In r -1
ose Enough?
Runoff Coefficient Cc:
0.250
0.250
0.250
0.250
0.250
0.250
0.250
0.250
0.2501
0.250
1 yr 24 hr rainfall depth, in:
1 yr 24 hr Intensity (1) in/hr:
0.000
0.000
0.000
0.000
0.000
0.000
0.0001
0.000
0.0001
0.000
1 yr 24 hr Pre -Development (0), fe/sec:
0.000
Avg. Orifice flow<Pre Q?
N
Drawdown, days:
Soils Report Data
2.16
Ground Elevation at Boring in Soils Report, fmsl:
Distance Ground to SHWr per Soils Report, in:
Distance Ground to SHWf per Soils Report, ft:
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SHWT Elevation DWQ Calculated, fms1:
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SHWf Elevation, Re rted b Consultant, fmsl:
Distance SHWT to PP, ft:
Design OK if. O<= Value <= 0.5
-23.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Permanent Pool Elevation, fmsl:
Pump
23.50
0
0.00
0.001
0.001
0.001
0.00i
0.00
0.00:
0
0.00
0.00
Max HP: 1116
NIA
I N/A
N/A
I N/A
N/A
N/A
N/A N/A
N/A

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#
DEVELOPMENT NOTES: #
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE ROAD #
WITH THE NEW HANOVER COUNTY ZONING MOµ1oA� #
ORDINANCE & SUBDIVISION REGULATIONS.
2. A HOMEOWNERS' ASSOCIATION WILL BE N
ESTABLISHED. ALL COMMON AREAS, UTILITIES VAUIY ROAD { ,
AND ROADWAYS WILL BE THE RESPONSIBILITY OF, iy�o SITE ��00 {
AND MAINTAINED BY THE ASSOCIATION. N e {
3. WATER SERVICE TO BE CONNECTED TO THE
CFPUA PUBLIC SYSTEM. iy,� cRMNADtaR
4. SANITARY SEWER SERVICE TO BE CONNECTED TO c icy z X 00 g,4
THE CFPUA PUBLIC SYSTEM AND WILL BE Qo� Ro { 0
PRIVATE. z �o`r a2� #
/ 5. STORMWATER MANAGEMENT DESIGN TO MEET ao� ��, ° # W C.7
BOTH STATE AND COUNTY REGULATONS. #CL
6. ALL UTILITY SERVICES, SUCH AS ELECTRIC
POWER, CATV, GAS & TELEPHONE SHALL BE +•, �oK�o� Prry ROAD 7
INSTALLED UNDERGROUND. ��NO� �`o `` -''!
7. ALL SITE LIGHTING SHALL BE LOCATED AND N s�oR J Z W
/ INSTALLED SO AS NOT TO SHINE DIRECTLY ONTO
C Z c D �— Z
/ ADJACENT RESIDENTIAL PREMISES.
O,gST N,fi 8. MECHANICAL EQUIPMENT & TRASH RECEPTACLES �� r"`- �,,, W
'4L C WILL BE ' SCREENED BY AN OPAQUE FENCE. ��
/M,��.0 1N 0 9. STREET NAMES TO BE ASSIGNED FOR UNIT E fit°
Ml3 36 Rp N/1 1 ADDRESSING WITH APPROVAL BY COUNTY. S �....
VICINITY MAP
N.T.S.
F-
Ck
ff #
\ c
Seal
UB
V/ O
ROAD
uTURE ''ff oYq UN�r}, E
,..,
EXT ON
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Cr
RV C&G �. , BREAK 0
97
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.y
96 :... 8 k� Q
95 94 ,.. Cq o
M,q
�. HANDICAP 2 5 2 4 T N� t a
93 RAMP, TYP. 36 3 23 7 22 9
#
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44 17 16 { o
45 46 a J 14 t 1 z
49
: m
--- ETE 51 w w w w { { { C)
S 50 w w w ti
w
_ �- ...� � erg /► � ,- ,
/ 'QC� 1S ��YOA 52 53
� o �'�� 54 55 m v w w w w { { o z
06
56 �w w w # #
DEVELOPMENT DATA: BUILDING COVERAGE 16,844 S.F. n {
BUILDING HEIGHT - TWO STORY /MAX. 25 ��` w w w w ti o
PERFORMANCE RESIDENTIAL DEVELOPMENT - 2.08 AC. : .. m� w w w w w - 1 { o # z
=. •� ova 12 y w v- V. w ti v
BUILDING AREA - �' ��� ST/ �'.� ��`' c� `• w ww w w � w w y w w w { { { z
20 UNITS PROPOSED 20 - 3 BR UNITS ®1360 S.F. / CD
-
I C •tea w w w w 1 N# +n {
TOTAL - 27,200 S.F. ,q� p �„� �� w w w w o o { Q
141
IMPROVED RECREATIONAL LANDS - 0.03 AC./UNIT = "``� �' �S D �`> w w w w V. v w w ti w
0.6 AC N 26,136 SF REQUIRED PARKING - @ 2 SP./UNIT = 40 SPACES REQ'D. V
** AREA PROV'D. - 26,712 S.F. �* ** � �� ,-= �S1/C � � '�` � Rl E �..� � � ® �`'` v w w w w w U �, w ,� w w w �. ti w " { `�' 1 Q 1 z�
49 SPACES PROV D. w # n r
l�•/`C`q N/�r 'a �� ` ti r y w w 1 V, y
IMPERVIOUS SURFACES: Tp DO �'� w TL w w t!
ROOFTOPS - 16,844 S.F. p RSS1174 wECDSw w•, `.ems w w w v w y w ) z
WALKS- 4,132 S.F. 8 2,3�y(� Ce -,�®� `�. �` u V.
y w w q rjo SAP ssl v w w w w t { o
PARKING LOT 19,670 S.F. / w w
TOTAL - 40,646 S.F. 1a �22=`\ .� v w y. �. w r� ,q �l�Eq�w v �; Uw V. E ^ ]
Y v l f
V.w
TRAFFIC IMPACT STATEMENT: v {
THE PROJECT WILL BE ACCESSED FROM SOUTH14. w� w w # f
COLLEGE ROAD (N.C. HWY. 132), TARA MURPHY GENERAL NOTES: w w ! 1 #
OF THE CITY OF WILMINGTON WAS CONTACTED `'`= `� w w w w w
AND SAID A TRAFFIC IMPACT ANALYSIS WAS 1. NEW HANOVER COUNTY PARCEL NO.:
.r {
NOT WARRANTED. 007100-003-061-000
° � v w
w w v
w w y w t f
{
2.
TOTAL TRACT AREA: 2.08 AC.
w
`
3.
EXISTING ZONING DISTRICT: R-15
4.
LAND CLASSIFICATION: DEVELOPEDI
\ w
, {
{ # # {
5.
THIS PROPERTY IS NOT WITHIN A
1 {
SPECIAL FLOOD ZONE AS
#
DETERMINED BY THE FEMA MAPS.
/
40 200 # 40 80
PRELIMINARY DESIGN
- NOT RELEASED FOR0 T
-- SCA Ec ,
I
.
{
Job No.
Drawn By:
Checked By: MNH
Date:
7/2/2013
Scale:
1 "=40'
Revisions:
Sheet:
c
3.0

ST,4L N/,�
M. INEyO�MUIVj
a 361 Ty
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Johnson, Kelly
From: Mark Hargrove - Road Runner [[e-mail]]
Sent: Tuesday, December 31, 2013 8:53 AM
To: Johnson, Kelly
Subject: Saylors Watch Townhomes
Attachments: Saylor's Watch Declaration of Covenants, Conditions $ Restri.pdf
Kelly,
I received a copy of the HOA Covenants and attached are two pages with the second pertaining to impervious area
allowed. This was for the Phase I project. Based on what I read, no one is allowed to add any impervious area. We can
do the deed restrictions for the second phase without messing with existing townhome owners in the first phase.
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
RFCEI
DEC 3 12013

Johnson, Kelly
From: Mark Hargrove - Road Runner [[e-mail]]
Sent: Monday, December 30, 2013 2:17 PM
To: Johnson, Kelly
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Attachments: photo.JPG; photo2.JPG
Kelly,
I am setting up the Deed Restrictions for Phase I1...... each lot could have 828 sf....all building except 18 sf of concrete
walk in front .....I have asked the person that runs the HOA if there is anything in the covenants now about residents not
being allowed to add impervious area to their property....hopefully there is so Phase I we would not have to worry about
it. One thing the pond is oversized and if something was added, technically the pond could handle it.
Also attached are two pictures of the pond outlet .... not sure why the inspector had a problem .... you can walk right up to
the outlet...... the one picture shows that it appears the small orifice is clogged ..... it has since been freed of debris.
I hope to get everything back to you the end of the week.
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
From: Johnson, Kelly fmailto:kelly.p.iohnsonc&ncdenr.gov]
Sent: Thursday, November 14, 2013 10:35 AM
To: Mark Hargrove - Road Runner
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Mark,
I am still looking into this. I see that it came in on the log sheet. The issue is that even if it had my name on it, the
paperwork generally gets distributed by function. Georgette gets the transfer forms directly, and then assigns them to
someone to handle. She is out of the office, and I don't see the paperwork. So, when she gets back I will ask her about
it. We will find it.
Thanks,
Kelly
From: Mark Hargrove - Road Runner fmailto:mhargrove@)ec.rr.com]
Sent: Wednesday, November 13, 2013 3:11 PM
To: Johnson, Kelly
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Kelly,
Did you find the applications?
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744

From: Johnson, Kelly rmaiito:kelly.p.johnson(dncdenr.gov]
Sent: Wednesday, November 13, 2013 10:17 AM
To: Mark Hargrove - Road Runner
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Mark,
I haven't seen this yet? Will you be able to submit that in the fairly near future? (Technically, I am only supposed to
keep these 24hr and it was a week ago. I got behind on some things and so I didn't set any deadline for this originally.)
If this comes in pretty soon I will keep it in house, but I need to either accept or return it because we cannot keep
uncashed checks for very long.
Thanks,
Kelly
From: Mark Hargrove - Road Runner fmailto:mhararove(dec.rr.com]
Sent: Monday, November 04, 2013 2:24 PM
To: Johnson, Kelly
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Will get these to you in a couple of days.
Thanks
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
From: Johnson, Kelly fmailto:kelly.p.johnson(ancdenr.aovl
Sent: Monday, November 4, 2013 2:18 PM
To: Mark Hargrove
Subject: SW8 060120, Saylor's Watch State Stormwater Permit
Mark,
We received this application, and I have a couple of questions for you.
1.) Ownership: This project looks like it will transfer ownership. We will need the name/ownership change form
(the transfer form) for that. It is on our website under "miscellaneous forms",
http://Portal.ncdenr.org/web/wo/ws/su/statesw/forms docs.
2.) O&M: We will also need that form since the pond design is changing (the sediment removal elevation will
change). It is available on the same website.
Thanks,
Kelly
�.e���ol�wsow
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources

Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

Johnson, Kelly
From: Mark Hargrove - Road Runner [[e-mail]]
Sent: Monday, December 30, 2013 2:17 PM
To: Johnson, Kelly
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Attachments: photo.JPG; photo2.JPG
Kelly,
I am setting up the Deed Restrictions for Phase I1...... each lot could have 828 sf.... all building except 18 sf of concrete
walk in front .....I have asked the person that runs the HOA if there is anything in the covenants now about residents not
being allowed to add impervious area to their property.... hopefully there is so Phase I we would not have to worry about
it. One thing the pond is oversized and if something was added, technically the pond could handle it.
Also attached are two pictures of the pond outlet .... not sure why the inspector had a problem .... you can walk right up to
the outlet...... the one picture shows that it appears the small orifice is clogged.....it has since been freed of debris.
I hope to get everything back to you the end of the week.
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
From: Johnson, Kelly[mailto:kelly.p.iohnsoncancdenr.gov]
Sent: Thursday, November 14, 2013 10:35 AM
To: Mark Hargrove - Road Runner
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Mark,
I am still looking into this. I see that it came in on the log sheet. The issue is that even if it had my name on it, the
paperwork generally gets distributed by function. Georgette gets the transfer forms directly, and then assigns them to
someone to handle. She is out of the office, and I don't see the paperwork. So, when she gets back I will ask her about
it. We will find it.
Thanks,
Kelly
From: Mark Hargrove - Road Runner [mailto:mhargrove@)ec.rr.coml
Sent: Wednesday, November 13, 2013 3:11 PM
To: Johnson, Kelly
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Kelly,
Did you find the applications?
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744

From: Johnson, Kelly [mailto:[e-mail]]
Sent: Wednesday, November 13, 2013 10:17 AM
To: Mark Hargrove - Road Runner
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Mark,
I haven't seen this yet? Will you be able to submit that in the fairly near future? (Technically, I am only supposed to
keep these 24hr and it was a week ago. I got behind on some things and so I didn't set any deadline for this originally.)
If this comes in pretty soon I will keep it in house, but I need to either accept or return it because we cannot keep
uncashed checks for very long.
Thanks,
Kelly
From: Mark Hargrove - Road Runner [mailto:[e-mail]]
Sent: Monday, November 04, 2013 2:24 PM
To: Johnson, Kelly
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Will get these to you in a couple of days.
Thanks
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
From: Johnson, Kelly [mailto:kelly_p.johnson(dncdenr.govl
Sent: Monday, November 4, 2013 2:18 PM
To: Mark Hargrove
Subject: SW8 060120, Saylor's Watch State Stormwater Permit
Mark, -
We received this application, and I have a couple of questions for you.
1.) Ownership: This project looks like it will transfer ownership. We will need the name/ownership change form
(the transfer form) for that. It is on our website under "miscellaneous forms",
http://Dortal.ncdenr.org/web/wq/ws/su/`statesw/forms docs.
2.) O&M: We will also need that form since the pond design is changing (the sediment removal elevation will
change). It is available on the same website.
Thanks,
Kelly
►ze%iDhVsoVt,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources

Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
December 13, 2013
Mr. Maurice Emmart, Jr, Managing Member
Saylor's Watch Development, Inc.
100 Aqua Vista Drive
Wilmington, NC 28409
Subject: Request for Additional Information and Notice of Inspection
Stormwater Project No. SW8 060120
Saylor's Watch
New Hanover County
Dear Mr. Emmart:
Pat McCrory, Governor
John E. Skvada, III, Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit Application
for Saylor's Watch on November 1, 2013. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Impervious Area:
a. Application Summary Table: Please check the total for the impervious area in the table on the
application and make the necessary adjustments to the application. The total is shown to be 191,333sf
but appears to be equal to 191,243sf.
b. Offsite Drainage Area: Offsite drainage area has been added since earlier versions of the permit. The
offsite drainage area added is 31,130sf and the associated offsite impervious area is 13,442sf (42.9%).
Offsite drainage area is typically from adjacent development (or future development) owned by a
different entity such that this permittee will not have control over the offsite land's development. If that
is the case, then the pond has to be designed to treat the offsite drainage area at full build out.
Typically there is a local ordinance or a similar local restriction in place limiting the development on the
offsite land to a maximum percentage, and if so, that percentage can be used as the maximum build
out in lieu of 100%. If you plan to use a local ordinance to meet this requirement, please provide a copy
of the ordinance in your resubmittal.
c. Patios: Each townhome is shown with a 6x13ft patio. Is this area intended to be impervious and
therefore already included in the impervious allocation? If not, please provide a typical building footprint
noting concrete and wooden features.
2. Deed Restrictions: 1. Will the townhomes be sold with land beyond the patio such that homeowners may want
to enlarge the patio on their own land, or will the townhomes be sold only with the footprint of the building and
footprint of the patio? Neither the current permit nor the proposed permit has deed restrictions. If the
townhomes will be sold with land that could be developed by a future owner, then please submit deed
restrictions and show the lot lines on the plans.
3. Elevations: The supplement shows that the bottom of the sediment cleanout elevation is 15.0msl and the top of
the sediment elevation is 16.0ms1. The calculations and plans label the "bottom elevation" as 17.Omsl. (It
appears that this terminology refers to the actual bottom of the pond as opposed to the elevation at the top of the
sediment dean out elevation which is commonly referred to as the "bottom of the pond".) The 0&M agreement
shows that the top of sediment is 17.Omsl and that the bottom of the pond is at 16.0ms1. Please make any
necessary corrections to the application package.
4. Pre -Development Discharge Rate: Please show this rate on the supplement in order to show that the post -
development discharge rate (the orifice flowrate) is less than the pre -development discharge rate.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

Emmart
December 13, 2013
5. Name/Ownership Change Form: A scanned version of this form has been submitted. Please submit the original
form with the original signatures.
6. Current Permittee on Name/Ownership Change Form: Maurice Emmart, Jr. is listed as the President of Emmart
Holdings, LLC. This corporation has been administratively dissolved by the NC Secretary of State, but from our
previous documentation on file it appears that you were the Managing Member rather than the President. With
your permission, I will correct this typo and initial this change to the transfer form.
7. Proposed Permittee: For legal reasons, the name on the forms has to match the NC Secretary of State's
records in terms of both spelling and punctuation. The apostrophe has been left out of "Saylor's Watch
Development, Inc.". With your permission, I will correct this typo and initial this change to the transfer form as
well as on the application form.
8. Plans:
a. 10:1 Shelf. The permanent pool is shown to touch the top of the shelf rather than the mid -point of
the shelf in the cross section. Please make any necessary corrections.
b. Permanent Pool: Please show the dimensions of each line and arc of the permanent pool.
c. Drainage Easement: Please place the pond in a drainage easement and show its dimensions on
the plan.
9. Inspection, December 13, 2013:
a. PE Certification: A PE Certification is not on file. Please submit the PE certification once the pond
has been modified to reflect the proposed permit.
b. General: Once the pond is modified to reflect the proposed permit, please maintain it so that the
outlet is accessible. I did not inspect the outlet.
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 January 13, 2014, 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.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent. All original documents must be returned or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me at
[phone] or email me at [e-mail].
Since ,
Ke Jj has
Environm tal Engineer
GDSlkpj: G:IWQ1Shared\Stormwater Permits & Projects\2006X060120 HD1201312 addinfo 060120
cc: Mark Hargrove, PE
Wilmington Regional Office Stormwater File
Page 2 of 2

Compliance Inspection Report
Permit: SW8060120 Effective: 08/31/09 Expiration: 01/31/20 Owner: Saylors Watch Development Inc
Project: Saylors Watch
County: New Hanover 4702 S College Rd
Region: Wilmington
Wilmington NC 28409
Contact Person: Maurice S Emmart Title: President Phone:
Directions to Project:
Approx. one mile north of intersection of South College and Carolina Beach Road.
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Mott Creek (Todds Creek)) (03-06-17) ( C;Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 12M3/2013 (Entry Time: 09:15 AM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: 0 Compliant ❑ Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Exit Time: 09:45 AM
Phone: [phone]
Inspection Type: Transfer Renewal
Page: 1

Permit: SW8060120 Owner - Project: Saylors Watch Development Inc
Inspection Date: 12113/2013 Inspection Type: Transfer Renewal Reason for Visit: Routine
Inspection Summary:
File Review
Yes
No
NA
NE
Is the permit active?
N
❑
❑
❑
Signed copy of the Engineer's certification is in the file?
❑
❑
❑
0
Signed copy of the Operation & Maintenance Agreement is in the file?
N
❑
❑
❑
Copy of the recorded deed restrictions is in the file?
❑
❑
N
❑
Comment: The pond has been constructed, but not certified. The project is in-house
to modify the pond, and so it will need to be certified after it is built per the new permit
requirements. Deed restrictions are not required by the current permit.
Built Upon Area
Yes
No
NA
NE
Is the site BUA constructed as per the permit and approval plans?
011011
Is the drainage area as per the permit and approved plans?
❑
❑
❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
■
❑
❑
❑
Comment:
SW Measures
Yes
No
NA NE
Are the SW measures constructed as per the approved plans?
❑
❑ ❑
Are the inlets located per the approved plans?
❑
❑ ❑
Are the outlet structures located per the approved plans?
❑
❑
❑ N
Comment: The pond itself has been constructed. I could not access the outlet due to
vegetation around the edge of the pond.
Operation and Maintenance
Yes
No
NA NE
Are the SW measures being maintained and operated as per the permit requirements?
❑
❑
❑ N
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑
❑
❑
upon request?
Comment:
Other Permit Conditions
Yes
No
NA NE
Is the site compliant with other conditions of the permit?
❑
❑
❑ E
Comment:
Other WQ Issues
Yes
No
NA NE
Is the site compliant with other water quality issues as noted during the inspection?
❑
❑
❑ ■
Comment:
Page: 2

North Carolina Secretary of State
Page 1 of 1
,W'"r
Account Login Register
North Carolina
Elaine F Marshall D EFARTM E NT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762E-0622 [phone]
Date: 9/18/2013
Click here to:
View Document Filings I Fite an Annual Report
n Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC EMMART HOLDINGS, LLC LEGAL
Limited Liability Company Information
SOSID:
Status:
Effective Date:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
Office Address:
Mailing Address:
Officers
Title:
Name:
Business Address:
Title:
Name:
Business Address:
Title:
Name:
Business Address:
0751612
Admin. Dissolved
11 /8/2004
DOMESTIC
NC
PERPETUAL
EMMART, MAURICE S., JR.
100 AQUA VISTA DR.
WILMINGTON NC 28409
100 AQUA VISTA DR.
WILMINGTON NC 28409
100 AQUA VISTA DR.
WILMINGTON NC 28409
100 AQUA VISTA DR.
WILMINGTON NC 28409
MANAGER
MARK R EMMART
100 AQUA VISTA DR.
WILMINGTON NC 28409
MANAGER
WILLIAM M EMMART
100 AQUA VISTA DR.
WILMINGTON NC 28409
MANAGER
MAURICE S EMMART JR
100 AQUA VISTA DR
WILMINGTON NC 28409
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1588
http://www.secretary.state.ne.us/corporations/Corp.aspx?PitemId=6550237 9/18/2013

NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
Maurice S. Emmart, Jr.
Emmart Holdings, LLC (0751612)
100 Aqua Vista Dr.
Wilmington, NC 28409
Mate of North Carolina
Department of the Secretary of State
CERTIFICATE OF ADMINISTRATIVE DISSOLUTION
I, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
Emmart Holdings, LLC
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Company administratively dissolved under N.C.G.S. Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N.C.G.S.
Section 57C-6-03.
This the 23rd day of May, 2013
5 � � , i M �M-
Elaine F. Marshall
Secretary of State
Document Id: C201314311915

SAYLORS WATCH
STORM WATER CALCULATIONS
OCTOBER 30, 2013
SEAL
&.0
19742
`GINO
Port City Consulting Engineers, PLLC
6216 Stonebridge Rood
Wilmington, North Carolina 28409
tel: [phone] PE Firm No. P-1032
EC IE1VE
NOV 0
BBC:

STORMWATER NARRATIVE
SAYLOWS WATCH TOWNHOMES
SITE DESCRIPTION
This +/-10 acre site is located at 4702 South College Load in the City of Wilmington, North Carolina
adjacent to the Still Meadows Apartments. The project will consist of the construction of 20 additional
townhomes. The original project was permitted in 2006. The site was previously permitted for 82
townhome units. The proposed disturbed area for this project is 2.2. The erosion control plan identifies
the appropriate measures to be implemented for erosion control purposes during construction of the
infrastructure associated with this development. The site is wooded with mostly pines. The site is flat
with elevations ranging from 26 to 28.
The soils of the Saylor's Watch Project are primarily Lynn Haven and Murville complexes. These soils
are poorly drained sands, moderately permeability, Hydrological Group `BID and AID".
STORM DRAINAGE DESIGN
The primary stormwater measure for this project is a proposed wet pond located in the north western
corner of the site. The existing wet pond will be increased in size to handle the additional runoff from
the additional 20 townhome units and additional paved areas. Pervious concrete is shown for the new
sidewalks. However, pervious numbers are not used in the calculations for the pond. The sidewalk is
considered as impervious for the curve number calculations used in sizing the pond for the State and for
routing the different storms for the County requirement. The storm water will be conveyed via a closed
conduit system to the proposed pond by curb inlets and drop inlets within the parking lot and grassed
areas behind the townhomes. The proposed wet detention pond is designed to control the post
development peak discharge of the 2-yr,10-yr, and 25-yr storms to not exceed the pre4evelopment peak
runoff discharge rate for the some storms to meet the New Hanover County and State Storm Water
Regulations. The runoff from the 1-inch storm for existing impervious area as well as the runoff from the
1 %Z" storm for new impervious areas is stored in the pond and released at a rate such that it drains within
5 days. The site drains to Mott's creek (classification C, Sw) that drains to the Cape Fear River.

Savior's Watch
Total Area Draining to Pond= 326,276 SF = 7.49 AC
Total Proposed Impervious Surface Area Draining to Pond:
Buildings = 54,400 sf
Concrete Walks = 14,759 sf
Parking Lot = 68,743 sf
Access Drive (entrance) =-13.432 sf
151,334 sf
% Impervious draining to pond = 151,3341326,276 = 46.4
Required Storage for 1-Inch of Runoff For Pond: (use Schueler Method)
= 0.05 + 0.009 (1)
= 0.05 + 0.009(46.4) = 0.468
= (1')(0.468)(1/12)(326,276)
= 12,72S Cf
New Drainage area: 91,307 sf - 2.10 ac
Buildings = 16,200 sf
Concrete Walks = 4,132 sf
Parkina Lot = 19.667 sf
39,999 sf
I. % Impervious draining to pond = 39,999/91,307 = 43.8%
Required Storage for 1.5-Inch of Runoff For Pond: (use Schueler Method)
= 0.05 + 0.009 (1)
= 0.05 + 0.009(43.8) = 0.444
= (1.5' )(0.444)(1/12)(91,307)
= 5,®68 cf
Total Required:12,725 + 5,068 = 17,793 cf
22,045 cf provided @ elevation 24.6
Poet City Cow Engineers. PLLC
6216 Stonehidge Road Wi ington. North Carolina 28409 910-599-1744
NC PE License # P-1032

POND DEPTH SA/DA % POND SURFACE AREA
(MIN.)
(F; (SF)
4.S 3.74 15,329
If Pond Depth = 4.5 ft, minimum surface area = 15,329 sf
Used 90% TSS chart to size pond
Area @ elevation 23.5 = 17,369 SF > 15,329 sf
Required storage for forebay: 20% of total permanent pool volume
= (0.2)(59,109 cf)
= 11,822 cf (11,313 CF PROVIDED - 19.1%)
Poet Oil/ Cana av evir0 rs, PLLC
6216 Stonebridge Rood WWrington, North Carolina 28409 910-599-17"
NC PE License # P-1032

Pond & Forebay Volume
Contour
Incremental Cumulative
Elevation
Area
Volume
Volume
Bottom Elevation 17.00
3,156
0
0
18.00
4,303
3,730
3,730
19.00
5,522
4,913
8,642
20.00
6,813
6,168
14,810
21.00
8,177
7,495
22,305
22.00
9,613
8,895
31.200
23.00
11,121
10,367
41,567
Permanent Pool 23.50
13,795
6,229
47,796
Forebay Volume
Contour
Incremental Cumulative
Elevation
Area
Volume
Volume
(1)
(SI)
(cf)
M
Bottom Elevation 1700
402
0
0
19.00
1,046
1,448
1,448
20.00
1,478
1,262
2,710
21.00
1,984
1,731
4,441
22.00
2,567
2,276
6,717
23.00
3,226
2,897
9,613
Permanent Pool 23.50
3,574
1,700
11,313
Foreba Volume is
19.1%
of Pond Volume
Port Cdy Consulting Englneers, PLLC
6216 StoneWdge Road Wilmington, North Cana 28409 910-599-1744
NC PE License # P-1032

T' STORAGE VOLUME
Contour
Incremental Cumulative
Elevation
Area
Volume
Volume
(ft)
M
(Cf)
M
Normal Pool 23.50
17,369
0
0
24.00
20,378
9,437
9,437
24.50
21,437
10,454
19,891
1" & 1.T Storage Level 24.60
21,651
2,154
22,045
POND RELEASE TIME FOR CONTROL PIPE:
STORAGE
ORIFICE
STORAGE OUTFLOW
RELEASE
ELEVATION
ELEVATION
VOLUME RATE
TIME
(FT)
(FT)
(CF) (CFS)
(HOURS)
24.6
23.5
22,045 0.099
61.6
TOTAL HOURS
61.6
DAYS
2.6
CONTROL PIPE :
2.5
INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)"1/2
Port City Coruutling Engineers, PLLC
6216 Stonebridge Road Wi minghon, North C wolna 26409 910-599-1744
NC PE License # P-1032

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
1, CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number:
2. Project Name: e
3. Current Permit Holder's Company Name/Organization: r t.. R?, t J. I ekc A
4. Signing Official's Name: r� ��,` t # lo% E-A J` ,, Title: o hmi rNmo-M 1�1Etr►
5. Mailing Address: // a cie Vee $4t A0i%4`V %g li.' +emu/nr�y
City: _ State: Av r Zip:
6. Phone: LIL42) '� t /� ¢I_ Fax: (� Vie, ,�'' �`>
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
0 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: f- -
2. Proposed permittee's signing official's Warne:
3. Proposed permittee's title: fbr anQ�P1'
4. Mailing Address: I -; ;,, Z�;•&
City: f. ` �a.1 t State: -
Phone: "vr r' 'F ��. -. Ij Fax: Qrp
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 #1 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)
FCEIVE
SSW N/O Change Rev24Sept2012 Page 1 of 4 NOV 0 6 2013
i
IV, ---

ill. 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 DWO 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 PERMITfEE'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 hname, the project name, or mailing
address, but will retain the permit. 1, , the current
permittee, hereby notify the DWQ that l 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.
1, , the current permittee, am submitting this application
for a transfer of ownership for permit # . 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. 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 11 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.
e V,
✓ Signature: Date: f 0
I, &J'r a Notary Public for the State of
/UoAft, -j aetoh�ii% , County of AeC)&z &r,A Ape-y" , do hereby certify that
A,r. &.,, ,C CAA,1e-, 1' � personally appeared before me this the
day of 20_ft and acknowledge the due execution of the
forgoing ' t", itness my hand and official seal,
Notary SigAeOff
SSW N/O Change Rev24Sept2012 Page 2 of
� E Fj j' �E� . 7ARl-
NOV 0 201My Cofimission Expires
U
-
4 41R.r. 1-, PUBVY
NO J �r�'y'�q1``,�

f
V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
hereby notify the DWQ that I have acquired
lease or legal transfer, the responsibility for operating and maintaining the permitted
through sale, g p Y p 9 g
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
>a the approved operation and maintenance agreement
8 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.
e �
Signature: Datfe: 11Z f
I, M h k NI f ' d e , a Notary Public for the State of
14 h C� e gL d . County of 4e A&A Adr°'o , do hereby certify that
/Hg fn,1C r,1 CAAe,r44 A personally appeared before me this the
day of 20_L?, and acknowle, ga.#)g�due execution of the
forgoing in ru Witness my hand and official seal, •�'`�G�O�LR�,��'0
`r � Rl; F
`'� M�bjqj�Wj ires
Notar# SignatuW"Z ----- v
UBk
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 fisted 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.
17CEIVE
NOV 0 6 2013
tj ..
SSW N/4 Change Rev24Sept2012 Page 3 of 4 8y:

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 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:
Title within the Organization:
Street Address:
City:
Mailing Address:
City: _
Phone:
State:
(if different from street address)
State:
Fax:
Zip:
Zip:
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 1 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 NG 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.
Signature of the property owner
I
County of
Date: _
_, a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of , 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature
SSW N/O Change Rev24Sept2012 Page 4 of 4
(Notary Seal)
ECEIVE
NOV 0 6 2013
BY.,

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMff APPLICATION FORM
This farm may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivisiory facility, or establishment name - should be coumstent with project name on plans,
specifications, letters, operation and maintenance agreements, etcr
Saylors Watch
2. Location of Project (street address):
4702 South College Road, Wilmington, NC
City:Wiinnk&n C=dT- New Hanover Zip: 284.09
3. Directions to project (from nearest major Intersection):
+/-1.2 roles north of intersection of NC 132 (South College Road) and US HWY 421(Carolma. Beach Road).
4. Latitude:3V W 15" N Longitade:77-° 53' 37' W of the main entrance to the project.
I1_ WN��I IN;-s1�3lTl000)Z-9
1. a. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also mquiras SWl -102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an edsting permit, list the existing
permit number SW8 0601M , its issue date (if kwwn) 2006 , and the status of
construction: []Not Started ®Partially Completed' ❑ Completed* *proaide a designer`s certification
2. Specify the type of project (check one):
[]Low Density ®High Density []Drams to an Offsibe Stormwater System ❑Other
3. If this application is being snbxnttted as the -result of a previously returned appl3ca#an or a letter from DWQ
requesting a state stm mwater management permit application, list the stormwater project number, if
assigned, and the: previous name of the project, if different than currendy
proposed,
4. a. Additional Project Requirements (check applicable blanks: mformation on required stage permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major 0Sedimentat- Erosion Control• 22 ac of Disturbed Area
5.
❑NPDEs industrial Stormwater 04o4/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Propct/Permit Number,
issue date and the type of each permit
Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, we S.L. 2012-2W, Part VI: htty:/lportalncdenr.org(weblwalws/s stateswlrulgLiaws
Form SWU 101 Version 06Aug2012

III. CONTACT INFORMATION
a. Print Applicant / Signing Official's name and title (specificalty the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization Saylors Watch Development Inc.
Signing Official & Tit1e:Maurice Emmarr_ Ir. - President
b. Contact information for person listed in item la above:
Street Address:100 Aqua Vista Drive
City:W>Znnington State: NC Zip: 28409
Mailing Address (if applicable):
City:
Phone: (910 ) 791-2204
[e-mail]
State: Zip:
FWC (910 } 392-8606
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/Organizaton:
Signing Official & Title-
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:
Phone: ( )
State. Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer question about the project
Other Contact Person/Organization
Signing Official. & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( ) Email ECEIVE
4. Local jurisdiction for building permits: New Hanover C
Point of Contact -Dennis Bordeaux Phone #: 910*1 a
2013
BY:
Farm SWU-101 Version 06Aag2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefty surm arize how the sbormwater runoff will be treated.
Stormwater will be trued by a wet pond.
�. a. K clamming vestea rights, idazn* the supporting documents Vw- v ded and the date ffiey were approved:
❑ Approval of a Site Specific Development Plaza or FUD Approval Date:
❑ Valid BuuiMing Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with
❑ Coastal. SW -1995 ❑ Ph H - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area.10.02 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Properly Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:10.02 acres
+ TotaI project area shall be calculated to exclude thefollowing: the normal pool of i strurchow, the area
between the banks of streams and rivers, the area below the Normal Hu Water lhrhe or Mean Hi$h Water
"IM line, and coastal wetlands kn wand the W (or lira" The resultant earea is used to
calculate overall percent built upon area (BiIA) raNHNon-coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 43.8 %
9. How many drainage areas does the project have?1(For high density, count 1 for each pr ed engineered
stormwater BA4P. For low density and other projects, use 1 for the whole properly 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.
Bassin information
DrainageArea.
Drainage Area
Drains Area
Area
Receiving Stream Name
Unnamed Trin
Of Motts
Creek
Stream Class *
C, Sw
Stream Index Number *
18-82
Total Drainage Area (sf)
417,%3
On -site Drainage Area (sf)
386,453
Off -site Drainage Ara (sf)
31,1.30
Proposed Impervious Areas
191,3M
% Impervious Area!* total
45.8
Impervious" Surface Area
Drainage Arm .
—
Area _Drairtage
Area _Drainage
Area _
On -site BuMirW/Lots (sf)
7000
On -Ate Streets (sf)
On -site Parking (sf)
88,410
On -site Sidewalks (sf)
1801
Other once (st)
Future (so
Off site (sf)
13,342
Existing BUA— (sf)
U
H
Total (sf):
191,333
"I
�; ��
* Stream Class and Index Number can be determined at: hfip�orial.ncdenr.org wbAy s/csu/classifications LF
BY:
Form SWU-101 Versimh 06Aug2012 Page 3 of 6

Imvemous area is defined as the built upon area includin& but not limited to, buildings, roads, parking areas,
sidewalb, gravel areas, etc
Report only that amount of existing BUA that will remain after deveh pment. Do not report any existing B LIA that
is to be removed and which will be replaced by new BUA_
11. How was the off -site impervious area listed above determined? Provide documentation Previous Approved
Eroiech is Uniota Cm &-. Cm*x--i DWQ CeFoal Offlce staffto ched if tk project is laud w&Wn a l hreatened &
Endangered Species watershed that may be subject to more stringent stornwater requbonears as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state sitormwater management permit supplement and operation and maintenance (OW forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htt ://RortaLncdenr.org/web/wq/ws/su/bmp-manual.
VL SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete page includes all of the items listed below. A detailed application instruction sheet and BMW
checklists are available from htt :/ /portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (rhe appropriate office may be
found by locating project on the interactive online map at http://Rgrtal.ncdenr.org/web/wq/ws/su/maps:)
Please indicate that the followMg required information have been provided by initialing m 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 hft:/ /RgLal.ncdenr.2Kg/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants VIA Owe, it
Form. (if required as per Part VII below)
I Original of the applicable Supplement Forms) (sealed, signed and dafied) and O&M /ham
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hitp:/ /www.MyMR.2M/MM/gp@&RMWs&html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the sbormwater bmbrkent/managementfor
the project This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location If the receiving stream is reported as class SA or the Mir,
receiving stream drains too class SA waters within %mile of the site boundary, include the Ah
mile radius on the map.
7. Sealed, signed and slated calculatiom (ova' copy). �+ u
8. Two sets of plate folded to 83' x le (sealed, signed, & dated), including: ~/l—
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
L Scale.
g. Revision number and dames.
h. Identify all surface waters on the plans by demoting the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
wafers, and any coastal wetlands landward of the WM 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/pr*ct boundary with bearings & distaioes.
j. Site Layout with all BUA identified and dimensioned.
k. E)dsting contours, proposed contours, spot elevations, finished floor eleva
L Details of roads, drainage features, collection systems, and stnrmwafer contro . 012013
,v.
Form SWU 101 Version 06Aug2012 Page 4 of 6

m. Wetlands delineated, or a note on the plans that none exist. (Mast be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the debermaration on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineate (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required.).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify AM&
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs_ Include an 5 5"x11" copy of the NRCS County Sobs map with the
project area clearly delineated. For projects wifh infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DVVQ to verify the SHWT prior
to submittal, [phone].)
M #V ht
/A001L
10. A copy of the most current properly deed. Deed book: 5555 Page No.1344
11. For corporations and limited liability corporations CLIP: Provide documentation from the NC
Secretary of State or other official documenbdioon, which supports the titles and positions held
by the persons listed in Contact Information, item. la, 2a, and/or 3a per 15A NCAC 21FL1003(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.
http:/ /www.2ggetUy.state.nc us/Corporations/CSearch.aspx
VIL DEED
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 aim vary significantly or the proposed
BUA allocations vary, a table listing each lot mrmber, 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
htt ://portal ncdenr.org/web/wq/ws/sulstatesw/forms_docs. Download the latestversions 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 whale the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signahme(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 therm, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and than they will be recorded prior to the sale of any lot.
VIIL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Mark N Hargrove PE
Consulting Firm: Port Ciir Consuliitrg Engirtieers PLLC
Mailing Address.6216 Stonebridge Road
City: WiiminQton -
Phone: L910 599-1744
Emailcon
State -.-NC Zip: 28409
Fax: ( )
DL PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Infonnation, item 2a) certify that I
own the properly identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, itern 1a) with (print or type name of organization listed m
Contact Information, item 1a) to develop the project as posed.
the lease agreement or pending property sales contract has been provided with the
party responsible for the operation and maintenance of the stormwater system. JNOV 01 2(W
FormsWU-101 VersionWAug2012 Page 5of6 IAV,........ _..... _

As flee legal property owner I acknowledge, underst&4 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 defaukts on their
lease agreement, or pending sale, responsibiflAy for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
5iignature: Date:
a Notary Public for the State of . County of
do hereby certify that
personally appeared
before me this day of . and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
My Commission expires
I, (print or type name of person hsW in Gntlact Information, item 1a) Maurice Emmart lr.
certify that the Infornmtion 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 places, that the required deed restrictions'' {
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.:
Signature: � J t Date: �O
I, �' �x��/ Fi !. �G' , a Notary Public for the State of 1NO+l�f� G a�D 1, w q, County of
a•r*&,* ff,&,d Dg,-�*P+l , do hereby certify that Aftsa ; e r' personally appeared
before me this igiday of QQWA i' 1013 and execution of the application for
a stormwater permit Witness my hand and official seal,
�°T any
_ MY Commission Expires
=Z
yq NOV ti¢ t"`
SEAL
My commission expires
ECEIVE.
NOV 01 2013
BY:
Form SWU-101 Version 06Aug2012 Page 6 of 6

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
TO: Kelly Johnson
NCDWQ
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
❑ Attached
❑ Prints
❑ Change order
UnM OP V D Q HMMAL
DATE 11 /06/ 13
JOB NO.
ATTENTION
PHONE #
RE: Sa lors Watch Townhomes - Phase II
Permit No. SW8 060120
Permit Modification
❑ Under separate cover i the following items:
El Plans El Samples ❑ Specifications
❑ Diskette ❑ Permit Applications
COPIES
DATE
NO.
DESCRIPTION
2
State Stormwater Permit Name/Ownership Change Form
(Original and Co
2
Wet Detention Basin Operation and Maintenance
Agreement (Original & Co
THESE ARE TRANSMITTED as checked below:
® For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
REMARKS:
COPY TO:
❑ copies for
❑ Approved as submitted Resubmit approval
copies for
❑ Approved as noted ❑ Submit distribution
❑ Returned for corrections ❑ Return corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
K enclosures are not as noted, kindly noW us at once. RECT NOV
O 11 06
2013

From: Casmer, Jo
Sent: Wednesday, November 20, 2013 3:54 PM
To: 'mark.emmartQgmail.com;'Mark Hargrove - Road Runner'
Subject: Saylors Watch; Stormwater Permit SWl3 060120
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 November 6, 2013. Your project will be assigned
to a staff member and reviewed within 75 days of receipt. 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.
fo comer
Administrative Assistant for DEMLR/Stonrwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
VAImington, NC 28405
Phone: [phone]
Fax: [phone]
Small mrmspondence to and from this address may be 5u4AKt to the North Camlfna Public Records Lawand may be disdosed to third
pasties

0
C 79 (42)
92-6-11
e of Business Corporation:
Business Corporation Annual
SAYLOR'S WATCH DEVELOPMENT, INC.
SOSID: 0792736
Date Filed: 11/6/2012 3:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
Secretary of State ID, 0792736 State of Formation: NC Fiscal Year Ending: 12 31 11
j ❑ t hereby ce* OW an annuM report eompkftd In its a has been sut and the &Uormadmr requested below (required by
Nccs 55-16-n) ha: not ohwgW and * twebe omnplete.
Section A Registered Aa wyes htfarmadon
1. Name of Registered Agent: MAURICE S . EMMART JR
2. Signature of the New Registered Agent:
3. Registered Office Street Address a County
100 AQUA VISTA DRIVE
NEW NANO WILMINGT NC 28409
Section B: Principal Office lnformaon
1. Description of Nature of Business:
oftmwo cmaumn ca and to ate wpwnbwo
4. Registered Office Malang Address
100 AQUA VISTA DRIVE
WILMINGTON NC 28409
REAL ESTATE DEVELOPMENT
2. Pdnripal Office Phone Number. 910-7 91-2204 3. Prindpal Office Email:
4. Principal Office Street Address d County 5. Principal Office Mailing Address
100 AQUA VISTA DRIVE 100 AQUA VISTA DRIVE
i WILMINGT NC 28409 WILMINGTON NC 28409
i
Section C: OfAc:ms (Enter a Monal Officers In Section E.)
MAURICE S EMMART MARK EMMART WILLIAM M EMMART
Name: ► Name: Name:
: Title: PRESIDENT Tide: VICE PRESIDENT -ram. SECRETARY
I
Address: WILMINGTON Address: WILMINGTON Address: WILMINGTON
NC NC NC
1IE�CEIVE
OV 012013
' Section D: Certification gf Annual Re>aort Section D must be completed in its entirety by ainess entity.
i
Sig�tluo (Form nnntbsalgne4 bY+M+drGsrd caparaaon) Dale

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2011-01578 County: New Hanover U.S.G.S. Quad: Wilmington
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Saviors Watch Development Agent: Withers & Ravenel
Attn: Maurice Emmart Attn: Troy Beasley
Address: 230 Government Center Drive Address: P.O. Box 2522
Wilmington, North Carolina 28461 Wilmington, NC 28402
Property description:
Size (acres) 3.0 ac Nearest Town Wilmington
Nearest Waterway UT to Motts Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates 34.153781N:-77.895686W
Location description: Property is a portion of the larger Savlors Watch development located west of South College
Road, north of Still Meadow Drive, New Hanover County, North Carolina. Parcel IDs R07100-003-060-000 and
R07100-003-061-000.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. on the above described project area subject to the permit requirements of Section 404
of the Clean Water Act (CWA)(33 USC 4 1344). Unless there is a change in the law or our published regulations
this determination may be relied upon for a period not to exceed five years from the date of this notification
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S.s on your protect area have been delineated and the delineation has been verified by the
Corps. We strongly suggest von have this delineation surveyed. Upon completion this survey should be reviewed
and verified by the Corps. Once verified. this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on Your property which, provided there is no change in the law or our publisbed regulations may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed Qm �/ e d t s
notification.
Page 1 of 2 NOV 01 2013

X The Property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Morehead City, NC, at [phone] to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Hughes at 910-251-4635.
C. Basis For Determination
This site exhibits an ordinary high water mark and is adjacent to an unnamed tributary to Motts Creek, a tributary to
the Cape Fear River. a Section 10 Navigable Water of the U.S. This determination is based on information provided b•
Withers and Ravenel and a site visit by Emily Hughes on 12/19/2011.
D. Remarks
There are no wetlands present within the project area.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 3/ 12/2012.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
C L
Corps Regulatory Official:
Date: January 12, 2012 Expiration Date: January 12, 2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit hft://per2.nwp.usace.army.mil/survey.htini to
complete the survey online.
Copy famished:

7� r 7� SERA
TtEL O7�7n P t'1°�pS� ya
,
Applicant: Sa lors Watch Development File Number: SAW-2011-01578 Date: 1/12/2012
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMTI' DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I:-1 a follo :', identifies our°ri wmg y . ghts and . opfions regar ng an admuustrative appeal of the. alio iO decision.
Additional info' mation -!' a! befound atbft-//Www.usace.gMX.mil/inetffimctions/cw/c
Nft/reg or
:.
Corps regulations at 33 CFR Part 33 L;
A: INITIAL PROFFERED PERMrr: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terns and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evdluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 11 _-::REQUEST FOR APPEAL, or OBJECTIONS TO AN INITIAL PROFFERED PERMTi'= :.:
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Emily Hughes. Regulatory Specialist
CESAD-PDO
Wilmington Regulatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
69 Darlington Ave.
60 Forsyth Street, Room 10M15
Wilmington, NC 28403-1343
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi 'ons.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Hughes, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

20
num
FOR RFGISTRRTIOR pEOISTER OF DMOS
NE►iYERpC01JNTY He
� � i2 ii:52:43 SW4
i)r(:5194 AG:i29fi-i299 F�€:5�.00
NO REVENUE STAMPS WA tl Rl f
I WARRANTY DEED I
THE ATTORNEY PREPARING THIS INSTRUMENT HAS MADE NO RECORD SEARCH OR TITLE
EXAMINATION AS TO THE PROPERTY HEREIN DESCRIBED, UNLESS THE SAME IS SHOWN
BY HIS WRITTEN AND SIGNED CERTIFICATE.
Mail after recording to: Saylor's Watch Development, Inc_,100 Aqua Vista Drive, Wilmington, NC 28409
This instrument was prepared by Jackson, Mills & Carter, P.A., 5710 Oleander Drive, Suite 112,
Wilmington, NC 28403
Brief description for the Index: Lot A5 acres
Parcel No: R07100-003-061-000
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
MMN M J C00N M W CIDER
GENERAL WARRANTY DEED
THIS DEED made this 8 day oflLro "-- , 2007 by and between EMMART HOLDINGS,
LLC, A NORTH CAROLINA LIMITED LIABILITY COMPANY, hereafter GRANTOR, and
SAYLOR'S WATCH DEVELOPMENT, INC.,hereafterGRANTEE. The designationGrantorand
Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall
include singular, plural, masculine, feminine or neuter as required by context.
WTTNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in New Hanover County, North Carolina and
more particularly described as follows:
BEING ALL THE PROPERTY DESCRIBED ON EXHIBIT "A" HERETO
ATTACHED AND MADE A PART HEREOF BY REFERENCE.
The property hereinabove described was acquired by Grantor by instrument recorded in the New
Hanover County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
1� reto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple,
has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except:
1. All restrictive covenants of record; nECEIVE
2. Ad valorem taxes for the year 2007 and thereafter;
3. All utility easements, permits and rights of way of record;
4. All zoning, land use and planning rules, regulations, ordinances and .NOV 0 12013 ,
BY.

INWITNESS WHEREOF, the Grantorhas caused this instrument to be signed in its corporate name
by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of
Directors, the day and year first above written.
EMMART HOLDINGS, LLC
A North Carolina Limited Liability Company
BY: " h Q-U AL, Ou(SEAL)
Member
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
a Notary Public of the County of
fir• and State aforesaid, do hereby certify that Maurice S.
Emmart, Jr., Member/Manager personally appeared before me this day and aclmowledged the
foregoing instrument as a Member of EMMART HOLDINGS, LLC, A NORTH CAROLINA
LIMITED LIABILITY COMPANY.
WITNESS my hand and official stamp or seal, this day of Z(A r.r — . 2007.
&x,- 4 - Q.'—e
Notary Public
My Commission Expires: %%111111gJ
o
(AFFIX NOTARIAL SEAL) fi
r1AWPD0CS%W1DEMMARTH0umGs.WPD

EXHIBIT "A"
Saylor's Watch, Phase 2, Section 1/ 0.45 Acre Tract, Masonboro Township, New Hanover
County, NC
Commencing from an existing iron pipe in the Western right of way of North Carolina Highway
132. Said iron pipe being the Northeastern most corner of Saylor's Watch, Phase I as recorded in
Map Book 49 Page 345 in the New Hanover County Public Registry. Thence with the Western
right of way of North Carolina Highway 132 and running S 07' 0723" W 136.63' to an existing
iron pipe at the Southeastern comer of Saylor's Watch Phase I as referenced above. Thence
running with the Southern property line of Saylor's Watch Phase I N 82' 49' 32" W 83.44' to an
existing iron pipe. Thence running N 69' 00' 29" W 82.49' to an existing iron pipe. Said existing
iron pipe being the Place and Point of Beginning.
1) Thence from the Point of Beginning and running S 20' 59' 31" W 70.43' to a point.
2) Thence running N 69' 00' 29" W 195.32' to a point.
3) Thence running N 20' 59' 31" W 100.00' to a point in the Southern property line of Saylor's
Watch Phase I.
4) Thence with said Southern property line and running S 69' 00' 29" E 195.32' to an existing
iron pipe.
5) Thence running S 20- 59' 31" W 29.57to the place and Point of Beginning and containing
0.45 acres and being a portion of Phase II Saylor's Watch as recorded in Map Book 49 Page
345 in the New Hanover County Public Registry
Together with a 30' access and utility easement described as follows:
Commencing from an existing iron pipe in the Western right of way of North Carolina Highway
132. Said iron pipe being the Northeastern most comer of Saylor's Watch, Phase I as recorded in
Map Book 49 Page 345 in the New Hanover County Public Registry, and also being the
Southeastern most corner of a 45' ingress and egress easement as recorded in Deed Book 4877
Page 1874 in the New Hanover County Public Registry. Thence with the Western right of way of
North Carolina Highway 132 and running N 07° 0723" E 6.18' to an existing iron pipe. Thence
running N 68° 58' 20" W 294.60' to a point. Said point being the Place and Point of Beginning.
1) Thence from the Point of Beginning and running S 20° 59' 3 1 " W 129.18' to a point in the
Southern property line of Saylor's Watch Phase I as recorded in Map Book 49 Page 345.
2) Thence with said Southern property line and running N 690 0012911 W 30.00' to a point.
3) Thence leaving said Southern property line and running N 200 59' 31" E 129.20' to a point.
4) Thence running S 68° 58' 20" E 30.00' to the Place and Point of Beginning and being a
portion of the property owned by Saylor's Watcli Development, Inc. As recorded in Deed
Book 5097 Page 2862 and Deed Book 5130 Page 1385 in the New Hanover County Public
Registry.

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
Filed For Registration:
Book:
Document No.:
Recorder:
WILMINGTON, NC 28401
-----------------
OW121200711:52:43 AM
RE 5194 Page: 1296-1299
2007029759
DEED 4 PGS $20.00
CRESWELL, ANDREA
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2007029759*
2007029759

-Z'-"
91
!3
Go
ra
!?3
co
CYT
EGEIVE
NOV 0 12013

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
To: Linda Lewis
NCDWQ
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
UTM or VRZM VUzU
DATE 10/31 / 13
JOB NO.
ATTENTION
PHONE R
RE: Sa tors Watch Townhomes - Phase II
Permit No. SW8 060120
Permit Modification
❑ Attached ❑ Under separate cover
❑ Prints ® Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Original & Copy of Storm Water Management Permit
Application
2
Wet Pond Supplement (original & co
1
Application Fee Check 505
2
Storm Water Calculations
2
Copies of Plans (Sheets Cover, C-1, C-2, C-3, C-6, C-7,
C-7.1, C-9, C-10, C-11
1
Copy of USGS Ma
1
Copy of Current Deed
1
Copy of Devised Wetland Delineation
THESE ARE TRANSMITTED as checked below:
® For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
REMARKS:
❑ Approved as submitted Resubmit
❑ Approved as noted ❑ Submit
❑ Returned for corrections ❑ Return
u
copies for
_approval
copies for
distribution
corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
CEIV
COPY TO: File SIGNED:- /W-
If enclosures are not as noted, kindly notify us at once.

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, November 13, 2013 10:17 AM
To: 'Mark Hargrove - Road Runner'
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Mark,
I haven't seen this yet? Will you be able to submit that in the fairly near future? (Technically, I am only supposed to
keep these 24hr and it was a week ago. I got behind on some things and so I didn't set any deadline for this originally.)
If this comes in pretty soon I will keep it in house, but I need to either accept or return it because we cannot keep
uncashed checks for very long.
Thanks,
Kelly
From: Mark Hargrove - Road Runner [mailto:mhargrove(dec.rr.com1
Sent: Monday, November 04, 2013 2:24 PM
To: Johnson, Kelly
Subject: RE: SW8 060120, Saylor's Watch State Stormwater Permit
Will get these to you in a couple of days.
Thanks
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
From: Johnson, Kelly fmailto:kelly_p.johnson(ancdenr.govl
Sent: Monday, November 4, 2013 2:18 PM
To: Mark Hargrove
Subject: SW8 060120, Saylor's Watch State Stormwater Permit
Mark,
We received this application, and I have a couple of questions for you.
1.) Ownership: This project looks like it will transfer ownership. We will need the name/ownership change form
(the transfer form) for that. It is on our website under "miscellaneous forms",
http://Portal.ncdenr.ore/web/wp/ws/su/statesw/forms docs.
2.) O&M: We will also need that form since the pond design is changing (the sediment removal elevation will
change). It is available on the same website.
Thanks,
Kelly
-eLLWohlnsOln,
Kelly Johnson
Environmental Engineer

NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, November 04, 2013 2:18 PM
To: 'Mark Hargrove'
Subject: SW8 060120, Saylor's Watch State Stormwater Permit
Mark,
We received this application, and I have a couple of questions for you.
1.) Ownership: This project looks like it will transfer ownership. We will need the name/ownership change form
(the transfer form) for that. It is on our website under "miscellaneous forms",
http:/Iportal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
2.) O&M: We will also need that form since the pond design is changing (the sediment removal elevation will
change). It is available on the same website.
Thanks,
Kelly
I ,eU 0kK,Sow
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, November 14, 2013 10:38 AM
To: Baker, Chris; Pusey, Steven; Nelson, Christine; Lewis,Linda
Cc: Scott, Georgette
Subject: SW8 060120, Saylor's Watch
This is in-house, and as part of the completeness review I asked for an 0&M & a transfer form. The forms evidently
came in on 11/6. This may have been assigned to someone to handle as a transfer. Who has these forms?
Thanks,
IU
FG�I,I,I�DI�V1,S0w
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

Completeness Review Checklist
ct Name: & fV1C " G -tk Received Date: I 8&�j 13
ject Location: %LM / N N Cc Accepted Date: �� t3cAa (�
Rule(s) �008 Coastal
Phase II (WiRO)
1995 Coastal1-1
Universal �1988 Coastal
Type of Permit: New or 1 lo� or PR
Existing Permit F(M5odr
PR): 0(o0 l ;�O 1 _,PE Cert on File?
Density: or LD
%: (% OK?)
Type: Commercial or Rql de aal
E:]NCG:
[::]Offsite to SW8
Stream Class:�Z [::]SA Map
Sub�ivide-d1v--"-Su vi n or—Si-----�--
Paperwork Emailed Engineer on: N/14 I
�upplement(s) (1 original per BMP) BMP Type(s): N p
1�010MA'p--plication
O&M with correct/original signatures (1 original per BMP except LSI S and swales)
with correct/original signatures �eed
[--]Corp or LLC: Sig. Auth. per SoS or letter CAI'El Email Address: Design Engineer
�05 (within 6mo) ire MEmail Address: Owner
Soils Report with SHWT 09 rA VW"'n)4;0
Note to Reviewer:
[De lculations (signed/sealed) -) roQd cwcK %qNa_�r rpw ";ifi ( enc- of i �-tLi: IZ'KF,%0tv1D5
%U% ❑No obvious errors �5 S.\ - e ,,ry,we ; f Is !L)I C p v-) / I3, hay Cor,o���►
Density includes common areas, etc _"rte
Deed Restrictions, if subdivided: -16YUx�rno.
11 Signed &Notarized
In— a f Im h M% o_ n
'h �icoYs 1dlal�
_ T�..........a.. ....a
Plans
❑2 Sets
®Grading
❑Vicinity Map
®Legend
Infiltration
Soils Report
SHWT:
Bottom:
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Permitted
®Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
®Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
®DA Maps ®Project Boundaries
Wet Pond Offsite
®Soils Report ®PE Cert for Master Lot #:
SHWT: Deed Rest for Master Lot # Matches Master
PP: BUA Permitted (Master): sf
BUA Proposed (Offsite): sf
Proposed: Proposed: I Proposed:
b
-63
54u a D
ly
-4158
Ila
113.5
Wo
I 1(p .

NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 5513-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
Maurice S. Emmart, Jr.
Emmart Holdings, LLC (0751612)
100 Aqua Vista Dr.
Wilmington, NC 23409
State of North Carolina
Department of the Secretary of State
CERTIFICATE OF ADNIINISTRATIVE DISSOLUTION
I, ]Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
Emmart Holdings, LLC
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Company administratively dissolved under N.C.G.S. Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N.C.G.S.
Section 57C-6-03.
This the 23rd day of May, 2013
Elaine F. Marshall
Secretary of State
Document Id: C201314311915
l

SOSID:0792736
` Date Filed: 11/6/2012 3:59:00 PM
C 79 (42) Elaine F. Marshall
Business Corporation Annual Re North Carolina Secretary of State
12$11
2012 311 01171
f
e of Business Corporation: SAYLOR' S WATCH DEVELOPMENT, INC.
SeGWaq e. State to. 0792736 Sate tig Formation: MC Fiscal Year ending: 1-2 31 1-1
❑ t hereby ce* that an annual report completed In Its entirely has been submitted and the lnlonnadori requested below (required by
I NCW 55.16 22) has riot chanped and is therefore complete.
i
I Section A. Realstrsred Anentt's Information
1. Name of Registered Agent: MAURICE S . EMMART JR
I
2. Signature of the New Registered Agent:
(Signaturo eonditutas eaaent to tha appalntmsint)
3. Registered Office Street Address & County 4. Registered Office Mailing Address
i 100 AQUA VISTA DRIVE 100 AQUA VISTA DRIVE
I NEW NANO WILMINGT NC 28409 WILMINGTON NC 28409
f
1
.i
Section B: Princiaal Offfce WMilgon
i
1. Description of Nature of Business: REAL ESTATE DEVELOPMENT
2. Principal Office Phone Number: 910 — 7 91— 2 2 0 4 3. Principal Office Email:
4. Principal Office Street Address & County 5. Principal Office Mailing Address
100 AQUA VISTA DRIVE 100 AQUA VISTA DRIVE
i WILMINGT NC 28409 WILMINGTON NC 28409
Section Q 6011 cers (Enter additional Officers in Section E.)
Name; MAURICE S EMMART, Name: MARK EMMART
f
Yid; PRESIDENT -Me; VICE PRESIDENT
Address: WILMINGTON �; WILMINGTON
NC NC
Name: WILLIAM M EMMART
Titre; SECRETARY
Address: WILMINGTON
NC
f Section D: Certliicadon of Annual RmM Section D must be completed in its entirety by a person/business entity.
• � J
ico7i
' titgnetute (Porto must 6e elgned by an o1RGer of corporation) �"' Orate
8AUA06f S, FAAML :16-
Print ariypo Noma of 0ff!w ,ee
f

111111N11xn
FOR ;Wgo
R OF DEEDS
:i1"PM
BK;.Pe:9j-9 4V7.:8
Ism I Mai
GENERAL WARRANTY DEED
THE ATTORNEY PREPARING THIS INSTRUMENT HAS MADE NO RECORD SEARCH OR
TITLE EXAMINATION AS TO THE PROPERTY HEREIN DESCRIBED, UNLESS THE SAME
IS SHOWN BY HIS WRITTEN AND SIGNED CERTIFICATE.
Mail after recording to:
Saylor's Watch Development, Inc.
100 Aqua Vista Drive
Wilmington, North Carolina 28409
Brief description for the Index:
Parcel No: AM M! ft
Vt OC ?A I166*063 "6y6r
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
This instrument was prepared by:
Jackson, Mills & Carter, P.A.
5710 Oleander Drive, Suite 112
Wilmington, NC 28403
RETM TO 14AkSM mw cv=
THIS DEED made this 27`h day of October, 2006 by and between EMMART HOLDINGS, LLC,
a North Carolina limited liability company, hereinafter GRANTOR, and SAYLOR'S WATCH
DEVELOPMENT, INC., a North Carolina corporation, hereinafter GRANTEE. The designation
Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, that certain lot or parcel of land situated in New Hanover County, North Carolina and
more particularly described as follows:
Approximately 3.52 acres, Phase I, Saylor's Watch per map recorded in
Map Book 49, at Page 345 New Hanover County Registry, reference to
which map is hereby made for a more particular description.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized ofthe premises in fee simple, has
the right to convey the same in fee simple, that title is marketable and free and clear of all
encdmbrances, and that Grantor will wan -ant and defend the title against the lawful claims of all
persons whomsoever except:
1. All restrictive covenants of record; E C E I V E
2. Ad valorem taxes for the year 2006 and thereafter;
3. All utility easements, permits and rights of way of record; and NOV 01 2013
4. All zoning, land use and planning rules, regulations, ordinances and statutes.
BY:

INWITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate has
caused this instrument to be signed in its corporate name by its duly authorized officers and its seal
to be hereunto afExed by authority of its Members, the day and year first above written.
EMMART HOLDINGS, LLC, a North Carolina
limited liability company
By: (SEAL)
MAURICE S. EMMART, JR., ember/1 Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, C. ANNE MANGUM, a Notary Public of the County of Chatham and State aforesaid, do
hereby certify that MAURICE S. EMMART, JR,, Member / Manager of EMMART
HOLDINGS, LLC, a North Carolina limited liability company, personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
WITNESS my hand and official stamp or seal, this the 27'' day of October, 2006.
s M%lv MOM NO
My Commission Expires:
04 May 2011
(AFFIX NOTbRIAL SEAL)
0 0 M4,
6 �'G
NOTARY ;
Cf PUBLIC
S
i y �'7
Ad CQ.-fo

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registratlon: I OW12006 02:58.31 PM
Book: RE 5097 Page: 2862-2864
Document No.: 2006060251
DEED 3 POS $17.00
Recorder: STORER, MARVIS ANN
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET iS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2006060251*
2006060251

Compliance Inspection Report
Permit: SW8060120 Effective: 08/31/09 Expiration: 01/31/20 Owner: Saylors Watch Development Inc
Project: Saylors Watch
County: New Hanover 4702 S College Rd
Region: Wilmington
Wilmington NC 28409
Contact Person: Maurice S Emmart Title: President Phone:
Directions to Project:
Approx. one mile north of intersection of South College and Carolina Beach Road.
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Mott Creek (Todds Creek)) (03-06-17) ( C;Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 12/13/2013 EntryTime: 09:15 AM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Exit Time: 09:45 AM
Phone: [phone]
Inspection Type: Transfer Renewal
Page: 1

Permit: SW8060120 Owner - Project: Saylors Watch Development Inc
Inspection Date: 12/13/2013 Inspection Type: Transfer Renewal Reason for Visit: Routine
Inspection Summary:
File Review Yes No NA NE
Is the permit active? ■ ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? 1111110
Signed copy of the Operation & Maintenance Agreement is in the file? ■ ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ■ ❑
Comment: The pond has been constructed, but not certified. The project is in-house
to modify the pond, and so it will need to be certified after it is built per the new permit
requirements. Deed restrictions are not required by the current permit.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? 01100
Is the drainage area as per the permit and approved plans? 0000
Is the BUA (as permitted) graded such that the runoff drains to the system? ■ ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ■ ❑ ❑ ❑
Are the inlets located per the approved plans? 000 ❑
Are the outlet structures located per the approved plans? 11011 ■
Comment: The pond itself has been constructed. I could not access the outlet due to
vegetation around the edge of the pond.
Operation and Maintenance Yes No NA NE
Are the StJV measures being maintained and operated as per the permit ra€luirements? ❑ ❑ ❑ ■
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment:
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit?
Comment:
Other WQ Issues
Is the site compliant with other water quality issues as noted during the inspection?
Comment:
❑ ❑ ❑ ■
Yes No NA NE
❑ ❑ ❑ ■
Page: 2

o
Lewis,Lindla
From: Lewis, Linda
Sent: Wednesday, September 18, 2013 2:54 PM
To: 'Mark Hargrove - Road Runner; 'Burgess, Sam'
Cc: Steenhuis, Joanne; Coburn, Chad
Subject: RE: Saylors Watch Phase 2
Thanks for the info, Mark. Please be sure to mark the application as a modification (not a new permit) to the
SW8 060120 permit.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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.
From: Mark Hargrove - Road Runner [mailto:mhargrove(dec.rr.coml
Sent: Wednesday, September 18, 2013 12:13 PM
To: Lewis,Linda; 'Burgess, Sam'
Cc: Steenhuis, Joanne; Coburn, Chad
Subject: RE: Saylors Watch Phase 2
The pond is being enlarged.
There are no wetlands now .... Corps of Engineers has signed off on area .... says there are no wetlands now.
Owner's name will be updated.
Thanks
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
From: Lewis,Linda[mailto:linda.lewisCalncdenr.govl
Sent: Wednesday, September 18, 2013 11:24 AM
To: Burgess, Sam
Cc: Mark Hargrove; Steenhuis, Joanne; Coburn, Chad
Subject: Saylors Watch Phase 2
Sam:
The Division of Energy, Mineral and Land Resources has a few comments regarding the subject project:
1. The project appears to be a modification to the previously permitted Phase I under SW8 060120.
Please note that the proposed Phase II project is located in what was previously permitted as wetlands
and passive recreation area. I do not know if these wetlands (2.14 acres:) were delineated by the
Corps or if this area needs to remain as passive recreation to satisfy a city or county ordinance
requirement for such space.

2. - he existing pond does not have any additional capacity to add more BUA or volume. The required
surface area based on 154,016 sf of BUA (45% impervious) is 9582 sf, the provided SA is 10,464 sf, a
difference of <1000 sf. The required volume is 12,972 cf; the provided volume is 12,984 cf, a difference
of only 12 cf. The pond shown on the Phase II "comment" plans does appear to be larger to
accommodate the Phase II project.
3. Ownership issues have arisen. The original Phase I permit (SW8 060120) was issued to Emmart
Holdings, LLC. A search of the NC Secretary of State database indicates that the LLC was
administratively dissolved on Iviay 23, 2013. The proposed owner of Phase II is Saylor's Watch
Development, Inc., with the same president at the same mailing address as the dissolved LLC. The
applicant is reminded that the ownership of the existing permit must be transferred, or a name change
of the owner must be completed, at the same time the modification is reviewed.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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.

NEW HANOVER COUNTY
PLANNING & INSPECTIONS
DEPARTMENT
AGENCY CHECKLIST
Sam Burgess
Subdivision Review Planner
230 Government Center Dr, Suite 110
Wilmington, NC 28403
910-798-7441 phone
910-798-7053 fax
[e-mail]
www.nhcgov.com
Project Name: _ o �i t �. • P 1� Date: 20 2-0 t
Preliminary Plan (Conventional, erformance High Density) Cam'
• Engineering/ Jim Iannucci/Jason Clark
• Soil & Water Conservation District/ Dru Harrison ' • 11�. �r
• Emergency Services/ Warren Lee
• Fire Services/ Matt Davis / Tom Sosebee / Josh Smith `ZU
• E911 / Deborah Cottle
• Environmental Health/ Cathy Timpy (only if plan proposes well or septic tank)
• Cape Fear Public Utility Authority/ Bernice Johnson / Kent Harrell '
Additional Agencies:
• Corps of Engineers/ Emily Hughes a
• School System/ Mick Wayne / Eddie Anderson /4h of
• NCDOT/ Allen Hancock / Anthony Law
• MPO/ Tara Murphy / Mike Kozlosky
• on of Coastal Management/ Robb Mairs (plan sent if land is adjacent to coastal water)
. Linda Lewis
• Wilmington Development Services /Ron Satterfield
Minor Subdivisions are sent to the following agencies for additional comments.
• Engineering/ Jim Iannucci/Jason Clark
• Environmental Health/ Cathy Timpy
• CFPUA/ Bernice Johnson / Kent Harrell
ECEIVI
Final suhdi visions are sent to the following agencies for additional comments.
• Fire Services/ Matt Davis / Tom Sosebee / Josh Smith AUG 2 6 2013
• Engineering/ Jim Iannucci/Jason Clark
• CFPUA/ Bernice Johnson / Kent Harrell RV.
Upon receipt, please send your written comments on the attached site plan back to
Planning & Inspections within (3) three weeks.
Sender Comments: P Aaeg e-
S
Updated 6/2013

North Carolina Secretary of State
Page 1 of 2
Account Login Register
North Carolina
Elaine F. Marshal! D EPARTM E NT of THE
Secretary SECRETARY OF iTATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 9/18/2013
Click here to:
View Document Filings I File an Annual Report
nPrint a pre -populated Annual Report Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC SAYLOR'S WATCH LEGAL
DEVELOPMENT, INC.
Business Corporation Information
SOMD:
0792736
Status:
Current -Active
Effective Date:
7/15/2005
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
EMMART, MAURICE S., JR.
Office Address:
100 AQUA VISTA DRIVE
WILMINGTON NC 28409
Mailing Address:
100 AQUA VISTA DRIVE
WILMINGTON NC 28409
Principal Office
Office Address:
100 AQUA VISTA DRIVE
WILMINGTON NC 28409
Mailing Address:
100 AQUA VISTA DRIVE
WILMINGTON NC 28409
Officers
Title:
PRESIDENT
Name:
MAURICE S. EMMART JR
Business Address:
100 AQUA VISTA DRIVE
WILMINGTON NC 28409
Title: SECRETARY
Name: WILLIAM M. EMMART
Business Address: 100 AQUA VISTA DRIVE
WILMINGTON NC 28409
Title: VICE PRESIDENT
Name: MARK EMMART
Business Address: 100 AQUA VISTA DRIVE
WILMINGTON NC 28409
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7785392 9/18/2013

North Carolina Secretary of State Page 2 of 2
� ' b
Stock
Class Shares No Par Value Par Value
COMMON 4500 YES N/A
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1588
http://www.secretary.state.ne.us/corporations/Corp.aspx?Pite:rTa=7785392 9/18/2013

SOSID: 0792736
Date Filed: 11/6/2012 3:59:00 PM
tl
42) Elaine F. Marshall
Business Corporation Annual Re North Carolina Secretary of State
2012 31101171
Business Corporation: SAYLOR' S WATCH DEVELOPMENT, INC.
Secretary of State jr,- 0792736
State of rrormation: NC Fiscal Year Ending: 12 31 11
LJ 1 hereby ce* that an annual report completed in Its entirety has been submNted and the inkrmetion requested below (required by
I HM WIM) has not dwqW and is therefore complete.
Section A. Registered Agent's Information
i 1. Name of Registered bent: MAURICE S . EMMART JR
2. Signature of the New Registered Agent:
' (signadae - 119 Itea md"t to the swintmt)
3. Registered Office Street Address & County 4. Registered Office Mailing Address
100 AQUA VISTA DRIVE 100 AQUA VISTA DRIVE
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NEW NANO WILMINGT NC 28409 WILMINGTON NC 28409
i Section B: Principal Office information
1. Description of Nature of Business: REAL ESTATE DEVELOPMENT
2. Principal Office Phone Number: 910 — 7 9 1 — 2 2 0 4 3. Principal Office Email:
i 4. Principal Office Street Address & County 5. Principal Office Mailing Address
100 AQUA VISTA DRIVE 100 AQUA VISTA DRIVE
i WILMINGT NC 28409 WILMINGTON NC 28409
Section Q QMcwa (Enter additional Officers in Section E.)
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MAURICE S EMMART, MARK EMMART WILLIAM M EMMART
Name: Name: Name:
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Tom; PRESIDENT Title: VICE PRESIDENT Title: SECRETARY
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Address: WILMINGTON ,ids WILMINGTON Address: WILMINGTON
NC NC NC
i Section D: Certfiteystion of Annual Ram Section D must be completed in its entirety by a person/business entity.
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81pnatore (Fwm must be signed try an pacer d wrpo eft) V tDft
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RIM orTWe Name d Otreer >�