SW8030917_Historical File_20080822

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
August 22, 2008
Dr. Arnold Soboi, Member !Manager
Aftew Properties, LLC
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: Stormwater Permit No. SW8 030917 Modification
The Village at Motts Landing
High Density Subdivision Project
New Hanover County
Dear Dr. Sobol:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Village at Motts Landing on August 1, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 030917,
dated August 22, 2008, for the construction of the project, The Village at Motts Landing.
This permit shall be effective from the date of issuance until July 9, 2014, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system 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 upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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 Rhonda Hall, or me at [phone].
Since y,
Ed d -419
Beck
Regional Supervisor
Surface Water Protection Section
ENB/rbh: S:IWQSISTORMWATERIPERMIT1030917MOD.aug08
cc: Phillip Tripp, Tripp Engineering, P.C.
New Hanover County Inspections
City of Wilmington Stormwater Services
Beth E. Wetherill, New Hanover County Engineering
Rhonda Hall
Wilmington Regional Office
Central Files
NOlke
f Carolina
tur'411
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newaLgquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 030917 .Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Aftew Properties, LLC
The Village at Motts Landing
New Hanover County
FOR THE
construction, operation and maintenance of 3 wet detention ponds and a curb outlet system in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and considered a
part of this permit.
This permit shall be effective from the date of issuance until July 9, 2014 and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. The project is permitted for 226 lots. Lots 1— 46 and 136 —154 are limited to a
maximum of 5,000 square feet of built -upon area, as defined by the stormwater rules, and
as indicated in the approved plans. Lots 130-132, 213, 215-227 and 155 are limited to a
maximum of 4,000 square feet of built -upon area, as defined by the stormwater rules, and
as indicated in the approved plans. All other lots are limited to a maximum of 4,500
square feet of built -upon area, as defined by the stormwater rules, and as indicated in the
approved plans. CAMA regulations may reduce the built -upon area for those lots within
the AEC.
2. The overall tract built -upon area percentage for the project must be maintained at 30%,
per the requirements of Section .1005 of the stormwater rules.
3. Portions of this project propose a curb outlet system. The portions of this project that are
designed to drain to the curb outlet system must adhere to the following criteria:
a. Each designated curb outlet swale or 100' vegetated area shown on the approved
plan must be maintained at a minimum of 100' long, maintain 5:1 (H:V) side slopes
or flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10
year storm in a non -erosive manner, maintain a dense vegetated cover, and be
located in either a dedicated common area or a recorded drainage easement.
b. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to provide
access to lots.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 030917 Modification
C. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
4. The high density portion of this project is designed to drain to three wet detention ponds.
The following design elements have been permitted for these wet detention ponds, and
must be provided in the system at all times.
Pond 1 Pond 2 Pond 3
a. Drainage Area, acres: 43.44 17.70 19.50
Onsite, ft2: 1,892,246 771,030 849,420
Offsite, ft2: none none none
b.
Design Storm:
1"
1"
1"
c.
Total Impervious Surfaces, ft2:
693,588
419,811
202,916
Lots, ft2:
315,000
285,000
141,000
Roads/Parking, ft2:
146,088
96,587
61,916
Future, ft2:
232,500
38,224
0
Offsite, f z:
d.
Pond Depth, feet:
6.0
6.0
6.0
e.
TSS removal efficiency:
90% (no filter is required)
f.
Permanent Pool (PP) Elevation, FMSL:
9.0
8.0
12.0
g.
Permitted Surface Area @PP, ft2:
79,475
23,263
34,577
h.
Permitted Storage Volume, ft3:
81,462
42,081
54,629
i.
Temporary Storage Elevation, FMSL:
10.0
9.5
13.50
j.
Controlling Orifice:
4.0"0 pipe
2.5"0 pipe
2.0"0 pipe
k.
Forebay Volume, ft3:
69,015
43,118
27,560
1.
Permanent Pool Volume, ft3:
342,621
69,795
138,207
in.
Maximum Fountain Horsepower:
1
'/a
%z
n.
Receiving Stream / River Basin:
Motts Creek
/ Cape Fear River
o.
Stream Index Number:
18-82
p. Classification of Water Body: "C; Sw"
5. Approved plans and specifications for projects covered by this permit are incorporated by
reference and are enforceable parts of the permit.
6. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill. in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 030917 .Modification
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
lot, including driveways and sidewalks, does not exceed the allowable built -upon area.
Once the lot transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed built -upon
area. Any approvals given by the Board do not relieve the homeowner of the
responsibility to maintain compliance with the permitted BUA limit.
4. 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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. 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.
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. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
12. Recorded deed restrictions must include, at a minimum, the following statements related
to stormwater management:
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 030917 Modification
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number 030917, as issued by the Division of
Water Quality 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 Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The project is permitted for 226 lots. Lots 1— 46 and 136 —154 are limited to a
maximum of 5,000 square feet of built -upon area, as defined by the stormwater
rules, and as indicated in the approved plans. Lots 130-132, 213, 215-227 and
155 are limited to a maximum of 4,000 square feet of built -upon area, as defined
by the stormwater rules, and as indicated in the approved plans. All other lots are
limited to a maximum of 4,500 square feet of built -upon area, as defined by the
stormwater rules, and as indicated in the approved plans. 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, driveways, and parking areas, but
does not include raised, open wood decking, or the water surface of swimming
pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
prohibited by any persons.
h. Lots within CAMA's Area of Environmental Concern may have the permitted
built -upon area reduced due to CAMA jurisdiction within the AEC.
i. Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated area
associated with the development is prohibited by any persons.
j. A 30' vegetated buffer must be maintained between all built -upon area and the
Mean High Water line of surface waters.
k. All roof drains shall terminate at least 30' from the Mean High Water mark.
1. Portions of this project drain to a curb outlet system. Each designated curb outlet
swale or 100' vegetated area shown on the approved plan must be maintained at a
minimum of 100' long, maintain 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated covcr, and be located in either a
dedicated common area or a recorded drainage easement. All runoff on the lots
within the high -density portion of the project must drain into the permitted
system. This may be accomplished through providing roof drain gutters which
drain to the street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally drain
into the system are not required to provide these measures.
In. Built -upon area in excess of the permitted amount will require a permit
modification.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 030917 Modification
13. 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, bear the signature of the Permittee, the deed book number and
page, and stamp/signature of the Register of Deeds.
14. Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in Pond 1 is 1
horsepower, Pond 2 is 1/4 horsepower, and Pond 3 is 1/2 horsepower.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer. Records
of maintenance activities performed to date will be required.
16. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at optimum efficiency.
The approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
18. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
19. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval
by the Director. In the event there is either a desire for the facilities to change ownership,
or there is a name change of the Permittee, a "Name/Ownership Change Form" must be
submitted to the Division of Water Quality accompanied by appropriate documentation
from the parties involved. This may include, but is not limited to, a deed of trust, recorded
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 030917 Modification
deed restrictions, Designer's Certification and a signed Operation and Maintenance plan.
The project must be in good standing with DWQ. 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 of the terms and conditions of this
permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
Permit issued this the 22"d day of August, 2008.
N H CAROL INA ENVIRONMENTAL MANAGEMENT COMMISSION
. n Gaz-
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 030917 Modification
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 030917 Modification
The Village at Motts Landing Page 1 of 2
Stormwater Permit No. SW8 030917 Modification
New Hanover County
Designer's Certification
I, _ as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(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 are 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 030917 Modification
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 -upon area:
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
__ _____ 10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a forebay,
and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 9 of 9

n,FF'.? l" , 1,1 1.°°' Cqvili',V
Date Received
Fee Paid
Permit Number
/p - D - p 7
DO
/.v8 O /
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Aftew Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Dr. Arnold Sobol, Member Manager
3. Mailing Address for person listed in item 2 above:
2020 S. Churchill Drive
City: Wilmington State: NC Zip: 28403
Telephone Number: 910-762-2020
4. Project Name (subdivision, facility, or establishment name —should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
The Village at Motts Landing
5. Location of Project (street address):
Intersection of River Road and Sanders Road
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
From the intersection of 421 & 132, travel south on 4210.2 mi to the intersection of Sanders Road. Turn
Right on Sanders Road. Site will be 0.2 mi on your right.
7. Latitude : N 34' 07' 30" Longitude: W 770 55' 00" of project
8. Contact person who can answer questions about the project:
Name: Phillip Tripp Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. Specify whether project is (check one): _ New Renewal X Modification
Form SWU-101 Version 3.99 Pagel of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number SW8 030917 and its issue date (if known) 7/9/2004
3. Specify the type of project (check one):
X Low Density _ High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
M. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Overall low -density subdivision with pockets of high density treated by wet detention
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 140.44 acres
5. How many drainage basins does the project have? 3
4. Project Built Upon Area: 28.59%.
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
basin nfyx aii i ;
C ratl
TAairutge basil) 1
, D�AinageBasin 2
Drainage Basin 3
Receiving Stream Name
Mott's Creek
Mott's Creek
Mott's Creek
Mott's Creek
Receiving Stream Class
C-SW
C-SW
C-SW
C-SW
Drainage Basin Area
140.44ac
43.44 ac
17.70 ac
19.50 ac
Existing Impervious * Area
-
-
-
_
Proposed Impervious * Area
40.15 ac
15.92 ac
9.64 ac
4.66 ac
% Impervious* Area (total)
28.59 %
36.65%
54.45%
23.9 %
ImpervioLs * St rTace A r.;a
Cive?a'1
F :_°r 1 +siA} i
Dm:i.na _. E;asin 2
Dra,:n ;ee Basin 3
On -site Buildings
1,050,000 sf
315,000 sf
285,000 sf
141,000 sf
On -site Streets
414,694 sf
146,088 sf
96,587 sf
61,916 sf
On -site Parking (Lot 214)
5,832 sf
-
-
-
On -site Sidewalks Clubhouse
6,707 sf
-
-
-
Other on -site (Future)
271,685 sf
232,500 sf
38,224 sf
Off -site
-
-
_
Total:
X=1,748,918 sf
X=693,588 sf
Y,=419,811 sf
X=202,916 sf
impervious area is aepnea as the ourut upon area ancluding, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater managementpermit
nwnber SW3 030917 as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
2. No more than * square feet ofany lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, gravel, concrete, briar stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
* Lots 1-46, 136-154 = 5, 000 sf; Lots 130-132, 213, 215-227 and 155 = 4,000 sf,- All other lots = 4,500 sf
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built upon area in excess of the permitted amount requires a state stormwater managementpermit modification prior
to construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SW-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SW-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBAHTTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form tie.
• One copy of the applicable Supplement Form(s) for each BMP Co L
• Permit application processing fee of $420 (payable to NCDENR) C_
• Detailed narrative description of stormwater treatment/management cjL
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tripp Engineering, P.C.
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Dr. Arnold Sobol
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective co ants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 214. i 00 . I
j
4
Signature: _ Dat . �!
Form SWU-101 Version 3.99 Page 4 of 4

MAR-,17,2008 12:30A Tripp Engineering
The Village at Motts Landing
Stormwater Project No. SW8 030917
New Hanover County
Engineer's Certification
9107635631 page 2
State Stormwater Management Systems
Permit No. SW8 030917
I, Phillip O: Tripp as a duly registered Professional; Engineer in the
State of North Carolina, having been authorized to observe (periodicallyANeek"M
time) the construction of the project,
(Project)
for Aftew Properties, LLC (Project Owner) hereby state that, to the best
Of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications,
Signature
Registration Number 17374
Date
SEAL
�••�O O�fr.5S1Q �?,�i�
"� 17AL
37{

MAIL 17,2008 12:30A Tripp Engineering 9107635631
page 3
State Storrnwater Management: Systems
Permit No. SW8:000000
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 -upon area.
�3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
_&_5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
97. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
8. 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.
194 „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.

Job No. 03060
41 Date: 08/01/08
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] • FAX: [phone] AUG 0 1 2008
Email: [e-mail]
LETTER OF TRANSMITTAL
To: NCDENR
Attention: Rhonda Hall
Subject: The Village at Motts Landing - SW8 030917
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( X ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
Copies Item No. Description
2 C1 Site Plan
These are transmitted as checked below:
( ) For Approval ( X ) For Your Use ( ) Sign & Return ( ) Review
Remarks: Additional plans per your request
cc:
Signed: Della Baird

o�� ��1 � ��
AiA,
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr.. Secretary
Date: April25, 2008
MEMORANDUM: A PR 2 5 2008
TO: Rhonda Hall -
Stormwater Section
Division of Water Quality
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA Application Review
Applicant: AFTEW PropertiesNillage at Motts Landing
It
r
Project Location: 5700 River Road, adjacent to Mott Creek and the Cape Fear River, in Wilmington,
in New Hanover County
Proposed Project: Construct two kayak docking facilities within Mott Creek to accommodate the new
Village at Motts Landing subdivision phases 1 and 2
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by May 21, 2008. If you have any questions regarding the proposed project, please contact Robb Mairs
at [phone] when appropriate, in-depth comments with supporting data is requested.
IMPLY: t/rThis agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended "changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED CA.,t DATE �-'� — �� _ RC
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: AFTEW Properties, LLC c/o Arnold Sobol
2. LOCATION OF PROJECT SITE: 5700 River Road, adjacent to Mott Creek and the Cape Fear River, in
Wilmington, New Hanover County.
Photo Index — 2006: No Coverage 2000: No Coverage 1995: No Coverage
State Plane Coordinates - X: 2328319 Y: 139948 Rover File - 0-032008A
Latitude: 34°07'46.49797"N Longitude: 77054'54.72686"W
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 3/20/08
Was Applicant Present - Yes
PROCESSING PROCEDURE: Application Received — 4/23/08 (completed)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington -New Hanover
Land Classification From LUP — Urban Transition and Conservation (AEC's)
(B) AEC(s) Involved: CW, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - Municipal sewer
Planned -Same
(F) Type of Structures: Existing — New subdivision and associated infrastructures
Planned - Two community kayak docking facilities
(G) Estimated Annual Rate of Erosion: n/a Source - n/a
7. HABITAT DESCRIPTION: [AREA]
FILLED -OTHER
(A) Vegetated Wetlands - Shading 1,310 sq. ft.
(B) Non -Vegetated Wetlands - Open Water
192 sq. ft.
(C) Other (Highground)
(D) Total Area Disturbed: 1,502 sq. ft. (.03 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No shellfish resources
8. PROJECT SUMMARY: The applicant proposes to construct two (2) kayak docking facilities within Mott Creek
to accommodate the new Village at Motts Landing subdivision phases 1 and 2.

Village at Motts Landing c/o AFTEW Properties, LLC, Arnold Sobol
Page 2
9. PROJECT DESCRIPTION
The project is located along the east side and west side of River Road (NCSR 1100) adj acent to Mott Creek and along
the south side of Mott Creek between River Road and Sanders Road in New Hanover County.. To locate the property
from Wilmington heading south on Carolina Beach Road (HWY 421), turn right onto Sanders Road. Travel west
approximately 1.5 miles until you reach River Road. Turn right onto river road and the properties of interest will be
located on the left and right, just before you reach the Mott Creek bridge. Located on the eastern side of River Road,
upstream of the bridge is the new Village at Motts Landing subdivision phase 1 and its associated roadways and
utilities, which are currently under construction. The upland portion of this phase of the project is outside the 30'
Coastal Shoreline AEC (See Exhibit 1). The upland portion of the property (in the vicinity of the proposed pier)
adjacent to Mott Creek is bordered by a narrow (<100' in width) section of coastal wetlands, which include: Saw Grass
(Cladium jamaicense), Salt Reed Grass (Spartina cynosuroides), with several scattered patches of Smooth Cord Grass
(Spartina alterniflora). As you move upstream along the creek, the vegetation transitions to include primarily Narrow -
leaved Cat -tail (Typha angustifolia), mixed with scattered Bald Cypress, Black Gum, Bull Rush (Scirpus, spp.), and
very scattered areas of Smooth Cord Grass. The application states that the Village at Motts Landing phase 2 stage of
the development proposed on the west side of River Road is currently preliminary. The subject properties total
approximately 57 acres and are currently undeveloped. High ground vegetation at the site consists of Live Oak, Laurel
Oak, Magnolia, Pine, Maple, Cedar and Sweet Gum. Understory vegetation consists of Red Cedar, Wax Myrtle and
Baccharus. The uplands portion of the property (in the vicinity of the proposed pier) adjacent to Mott Creek is bordered
by a narrow (<100' in width) section of coastal wetlands, which include: Smooth Cordgrass (Spartina alterniora), Salt
Reed Grass (Spartina cynosuroides), Black Needle Rush (Juncus roemarianus) and Salt Meadow Grass (Spartina
patens).
The Wilmington -New Hanover Land Use Plan classifies the wetland area of the proj ect site as Conservation and those
areas above the 100 year flood elevation as Urban Transition. The waters of Mott Creek are classified AC Swamp
waters@ by the Division of Water Quality from the source to the Cape Fear River. The area is NOT designated a
Primary Nursery Area (PNA) by the Division of Marine Fisheries and is closed to the taking of shellfish.
PROPOSED PROJECT
The applicant proposes to construct two (2) kayak docking facilities within Mott Creek to accommodate the new
Village at Motts Landing subdivision phases 1 and 2. The application states that one of the kayak facilities would
be located at a 10' access easement within phase 1 development, located on the eastern side of River Road. The
pier would extend approximately 95' in length by 6' in width over the marsh and terminate approximately 6' into
Mott Creek. An access ramp would lead onto a floating dock, measuring 14' in length by 6' in width. The floating
dock would be located on the western side of the pier running parallel to the shoreline and channel. The other
kayak facility would be located at phase 2 future development located on the western side of River Road. The pier
would extend from the highground over the marsh approximately 135' in length by 6' in width and terminate
approximately 6' into Mott Creek. An access ramp would lead onto a floating dock, measuring 14' in length by 6'
in width. This floating dock would be located on the western side of the pier running parallel to the shoreline and
channel. The application states that no slips are proposed at these facilities and intended for kayak access. The
application states that the water depth at these locations on Mott Creek are approximately —l' to —2' @ mean low
water (MLW)(See sheets 1 of 2 and 2 of 2 for east side and west side of River Road).
ANTICIPATED IMPACTS
The existing and proposed development is not located within the 30' Coastal Shoreline and the 75' Estuarine
Shoreline AEC. The proposed piers would shade approximately 1,310 sq. ft. of Coastal Wetlands. The floating
docks and portions of the piers would incorporate approximately 192 sq. ft. of Estuarine Waters and Public Trust
Area. The structures would extend approximately 6' into a waterbody; which measures approximately 25' across.
This distance would not exceed the'/4 distance of waterbody rule and would not encroach into the adjacent riparian
property owner's 15' setback requirement.
Submitted by: Robb Mairs Date: 4/25/08 Office: Wilmington

OCM NP-1
UPLICATION for
major Development ftrmn
(lost revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicantl Landowner Information
Business Name
A r-F_
P�' t Name (if appticabt
Applicant 1: First Name
MI
L
Last Name
E
So ao�-- i
Applicant 2: FirstNN/arme,
Mt
Last Name
if additional applicants; please attach an additional page(s) wilh names listed.
Mailing Address {� � �)) �f''�_
2 ..J o El i t{ jeC / �-'t�h)�,7'.
P ! # t 9
4
Cit
Gtrl L A� JlA V
5t
ZIP (�
C1DFqhY t
Phone No.�
FAX No. 79
�
Street Address (if diffamni from above}
City
state
ZIP j
Email V O/%� J 71 4 oL
I i
12- AcentlContractor Information 4
I
Business Name '"
�tU SQli,c
Agent/ CPnjractor 7: First Name
�� kj�'9t�, L
}
MI � f
i
Last
re V A3
a
Agent/ C-onyactor 2_ First Name
MI
Last lgathe
Mailing Address i s J
Pt? Box
City /"
State,
te. I
{
Phone No. i
Phone No. 2 ;
ext.
FFAXNo.
Contractor 9
(if different from above}
City -
StateZIPdress
Email
APR 0 8 2008 . <Form continues on back>
DCM WILMINGTON, N%1

Form.DCM MP-1 (Page 2 of 4) Major Development Permit
3. Project Location State Rd. if
d Pry
county (can be mutt' le) Street Address IWO �I f t �v
do
`r�� City � State Zip r j
Subdivision Name I -AA ov' I jvjvj�--
VIIIN6&
Phone No.
a. In which NC river basin is the project located?
:. -Pep
C. Is t water body identified in (b) above, natural or manmade?
atural ❑Manmade ❑Unknown
e. Is proposed work within city limits or ptanrftng jurisdiction?
❑Yes L1No
4. Site Description
a. Total length of shoreline on the tract (ft.) / oEO F
c. Size of individual lots) ` / f�
(If many lot.sizes, please attach/additional page with a list)
e. Vegetation on tract
-Z L 4 ,:
Lot No.(s) (if many, attach additional page with list)
b. Name of body of water nearest to proposed project
6-1-r�
d. Name the closest major water body to the proposed project site. .
f. if applicable, list the planning jurisdiction or city limit the proposed
work falls within.
b. Size oentiretact L;;Q t•�,
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal wa7NHW
veo
3 f or ❑NWL
f. Man-made features and uses no'.v on ttra%cat
J[er k t%'ram
g. identify and describe the existing land uses adtacent to the proposed project site.
h.. How does local government zone the tract?
i_ Is the proposed project consistent with the applicable zoning?
/� / ! n (Attach zoning compliance certificate, if applicable)_
S l L V / 4-C C� G'1 L �PG gYes ❑Ng ❑tvA
j. Is the proposed activity part of an urban waterfront redevelopment proposal?
❑Yes o
Q+Sses ONo ❑NA
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. f
If yes, by whom? L 1 111 NA
I. is the proposed project located in a Nation i Registered Historic District or does it involve a ❑Yes o ❑
National Register listed or tligible property'?
<Form continues on next page>
DCM WILMINGTON, NC

Form DCM MP-1 (Page 3 of 4)
AIJHLIUAI IUN ror
Major Development Permit
m. (i) Are there wetlands on the site?
Fp�es []No
(ii) Are there coastal wetlands on the site?
DNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
[dyes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N vevyoverZ Cain MccL�Tr�:S
o. Describe existing drinking water supply source.
N 10 TO �t SuMtm
p. Describe existing storm water management or treatment systems.
5. Activities and Impacts
a. Will the project be for commercial., public, or private use? ❑ ommercial
❑PubliciGovernment
i]PrivateiCommunity
b. Give" a brief description of purpose, use, and daily�o },rations of the project when complete. r
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be sto hlrltl `� /��
V
d. List all development activities you propose. g — f " ,p
e. Are the proposed activities maintenance of an existing project, new work, or both?
f. What is the approximate total disturbed land area resulting from the proposed project? ,j l �
/KJ❑Yes
Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area BNo
❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
A—
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®'No
❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No
❑NA
j. Is there any mitigation proposed? ❑Yes ©'No
❑NA
If yes, attach mi " ion roposal.
V41 WILMINGTON, NC
.4PP 2 2 2008
<Form continues on back>
OCM 1NILMINGTON, NC
APR 2 "" 2008

Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name YA $ 6l1 a L),0 w:.3 (v,(.LI,/IJ,%fls.1 Phone No. 90-397427,--"
Address
Name A, 6 cc''Phone No. 9 %
-Address �ZQ- %YDRZitoa6t I,( l LLM )AI �> 'c�_k/
Name Phone No.
Address � t ".G ,d+J `j W 1l. t \) �Tl)f'y �V .
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee,`and issuing dates.
l'�7 i�a 0t� ► A' �,. �od I 31 N I a 6
I
In. Signed consultant or agent authorization form, if applicable.
i. Welland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of slate and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application i ruthful to the best ofmy knowledge.
Date WOE' ` � '� � �� %l Print Name , "c-�Q
Signature
J (JAI�� ,
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
M=c=aV="
DCM WILMINGTON, NC
❑DCM MP-3 Upland Development
( jpCM MP-4 Structures Information
.APR 2 2 2008

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
6 Lr'S.. yr l•�'l ,�'�.P'•� i 'fir
c. Density (give the number of residential units and the units per
acre).
5 I'FA e-
a. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) N applicable, has a sedimentation and erosion control plan been
sub
itted to the Division of Land Resources?
es []No ❑NA
(ii) If yes, list the date submitted:
ZQBs-
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by Impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parting.
/j fD fi5'
i. Give the percentage of the entire tract to be covered by Impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
j. Describe proposed method of sewage disposal.
Nov .�.,,, �,;,... .•�.� ��"� �:,._ • _.�.
r
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
b. Number of lots or parcels.
/%
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
S 7 A:
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
es ❑No ❑NA
XSS:>5,>
(ii) If yes, list the date-wals oant. MA r/o Z.OP 5'
k. Have the facilities described in Item (1) received state or local
app Val?
Yes []No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
desi ?
es []No ❑NA
If yes, attach appropriate documentation.
$u ram' J- &�%�/ . E 7"
RECEIVED
DCM WILMINGTON, NC
N

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
mjA
o. When was the lot(s) platted and recorded?
�v )1.J i�o
y'
Date
.t 7�
Project Name
Ap nt Name
Applicant Signature
n. (1) Will water be impounded? [3Yes ❑"""N,/��o ❑NA
(ii) If yes, how many acres? z. S a 7-,'121,1
p. If proposed development is a subdivision, will additional utilities be
ms d for this upland development?
13�es []No ❑NA
i r-r ,. ,A i �y ' ! SF — 'T' b; 7 ec r"•. 4 `
RECEIVED
DCM WILMINGTON, NC
APR 2 2 2008

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form'DCQM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina: �/
❑Commercial ❑Publie/Govemment ®Private/Community
❑This section not applicable
b. (i) Will the facili be open to the general public?
❑Yes I�N0
c. (i) Dock(s) and/or er(s)
d. (i) Are Finger Piers included? []Yes No
(11) Number
If yes:
(iii) Length JW
(ii) Number
(iv) Width 61
(iii) Length
(v) Floating &'Yes ❑No
(iv) Width
(v) Floating Dyes ❑No
e. (i) Are Platforms included? ❑Yes 2rN,
f. (i) Are Boatlifts included? []Yes 2 to
If Yes:
If yes:
(ii) Number
(ii) Number
(iii) Length
(iii) Length
(iv) Width _
(iv) Width
(v) Floating ❑Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
(li) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ( wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
I. Check the proposed typc of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
❑Open water, dredging for basin and/or channel
06pen water, no dredging required 1:�A" A 1<
❑Other; please describe:
t
k. Typical boat length: & I. (i) Will the facility open to the general blic?
m. (!)Will the facility have to pilings? ❑Yes 990 R PE C E I V E D
❑Yes [No 0CM WILMINGTON, NC
(ii) If yes number of tie pilings?
APR 2 2 2008

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
LAJ�S?- �sF :�,V072i-Zr'
Note: For buoy or mooring piling, use an: of swing including length
of vessel.
c. Width of water body
ZS'
e. (i) Will navigati al aids be required as a result of the project?
❑Yes [ No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
//A.
d. Water depth at waterward end of structure at NLW or NWL
L--) j' FPiST L-�-) �,s' � lb
& OTHER 0This section not applicable I
a. 'Give complete description: -C/
L--S S �0 it ✓' /Sc / XGf aT/D`j
4'-e'es5 pW« o94ss 2 /ec4Tio•�
Data
Project N me
Applicant Name
Applicant Signature
RECEIVED
C%M WILMINGTON, NO
APR 2 2 2008

Z DOCKING FACILITY/MARINA OPERATIONS a6his section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
i. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this projoct is an expansion of an existing marina, what types of services are currently provided? RECEIVED
A 'A" - - - - - TON, NC
APR 2 2 2008

m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes [3No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes []No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? []Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) 26is section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(0) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpi/e, etc. !f a rock groin, use MP-Z Excavation and Fill.) M fhis section not applicable
a• (i) Number
(ii) Length
(III) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) his section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS M6is section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)
E-
DCM WILMINGTON, NC
e. Arc of the swing

AFTEW PROPERTIES, LLC
2020 South Churchill Drive
Wilmington, NC 28403
910-763-2629
910-763-4742 Fax
Request is hereby made to create for residents of "The Village at Motts Landing",
two kayak docks on Motts Creek.
The proposed two kayak docks will be located on the south shore of Motts Creek,
new Hanover County, NC approximately 207 feet east of River Road (SR 1100)
at.the bridge crossing Motts Creek and 140 feet west of the same bridge. These
docks will provide private access to Motts Creek which is a tidal creek,
serpentine in direction.
The proposed kayak docks have tow pilings each in the creeks edge to attach
the 6 foot wide x 14' long floating dock. These pilings will not be used for
mooring purposes. The floating docks will be adjacent and connected to the
gangplank, approximately twelve feet in length and approximately 3' in width
which is attached to wood pier approximately 6 feet in width and 135' in length
culminating on the upland shore. The afore mentioned pier will be elevated as
per regulations and passing over wetlands as provided by U.S. Army Corps of
Engineers easement in action noted ID 200 101 165 and recorded on map by
Sherwin D. Cribb, N.C. Professional Land Surveyor No. L-1099, dated and
revised February 27, 2006.
The eastern kayak dock and pier are identical except the pier is approximately
95' in length.
There willbe no power apparatus, no water connections; no fuel facilities, no
sanitary facilities provided that could provide contamination to the creek or river.
Motor vehicle parking will be at such distance to prevent any contamination from
tires, motor or crankcases. There will be no source of liquid or dry contaminants
nor any means of altering the turbidity.
The proposed pier to the east of River Road (SR 1100) is part of The Village at
Motts Landing Phase I (preliminary plan approved 09/22/2004 by New Hanover
County and under construction).
The proposed pier to the west of River Road (SR 1100) is part of the Village at
Motts Landing Phase II (currently in preliminary design stages).
RECEIVED
(OCM WILMINGTON, NO
APR 2 3 Z003-
�ar Sb6PL
l✓M,r O 6 3 bO Q AS,0 /.1 CAhh.,v k 0,-aYJL

w w w w w w w w` ♦ w' w `' ` '
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w w w ,CAMA LINE w w `` : y : / .�'a : '`\` / • 11 6`S>,s •
N PX9 RD w w w w (NOPMAL NGH WATER LINE) — 20 •',: •�'\`.` � ; � �,�' 2�6,s9♦F •
SITE w w w w w w w w yCP,9<�` : �\-� 0.73 ACf2S
` s /
� � w w w w w �. w w w w w `:,•� ` �: � • 0 � / '� NEW HANOMER COUNTY
0 5� MOTT'S CREEK
h
ti� LIFT STATION
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A PORTION OF THE PREMISES `SURVEYED IS WITHIN A FLOOD' y y y y y w w w w w �. ' .. : ' % EXISTING NEW HANOVE OUNTY
HAZARD AREA ACCORDING TO THE, FLOOD INSURANCE RATE MAP" y w \, y w w-' 30 UTILITY EASEMENT
WETLAND FOR NEW HANOVER• COUNTY, NORTH ICAROHNA (eOMMUNITY y y y ILIw w w ,,. w 30' ACCESS EASEMENT TO �' \ : : _ �•�
PANEL No: 3704 68 34 23 K,- and `370168 3124 K, `EFFECTIVE y w w w w w w w w w w10'� w � �� •_ y
DATE 06. 02 2Q�•- _
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�, ELEVATIONS SHOWN ARE �',' ` '
11a4 SHIPYARD, BLVD. MEAN LOW WATER DATUM.'', `.: `• \ ' 4��
w w w w w w w w ,\,
WILMINGTON, NC28412 ` • + \ \``\j` /
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SUBTRACT 1.40' w w w w wIL A
SHEET 10F 2 w w w w w w w w y w`\ +`,'`� �, �� \ \ \, �, , '
\ \

s'
M
SECTION A -A
SECTION B-B
DIAGRAM OF PROPOSED PIER
DOCK EAST SIDE OF RIVER ROAD
AT
VILLAGE AT MOTTS LANDING
FOR
AFTEW, LLC
BOTTOM OF CREEK FEDERAL POINT TOWNSHIP, NEW HANOVER COUNTY
NORTH CAROLINA
SCALE:1' =10' APRIL 2, 2008
REVISED: APRIL 18, 2008
APPLICATION DATE: APRIL 4, =8
10 0 " 0 ...... 20
r+l`,,4..
~ +?Arm �. _.. ;.
PREPA@Ek, N TH,E; OFF.7CE "OF'
SH WA:pper6�
N.C. PROFESSIONAL LAND SURVEYOR No. L-1099
1144 SHIPYARD, BLVD.
WILMINGTON, NC28412
910-791-M
411
RECEIVED
DCM WILMINGTON, NO
APR 2 2 2008
30
SHEET 2 OF 2

.y W • `
y A PORTION E PREMISES SURVEYED IS Enn' 4sr
• OD HAZARD AREA ACCORDING
w — TO FLOOD INSURANCE RATE MAP FOR
ELEVATIONS SHOWN ARE •'•''., - , �' NEW HANOVER COUNTY, NORTH CAROLINA �DN
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N-„
y /TO GET TO NGVD 29 DATUM, F •''•„Fa �- and 370168 3124 K, EFFECTIVE DATE
oSUBTRACT 1.40' ��Fz9/ ' 06/02/2007).
1187
MAP`+ ��h� a 1 l� NOTATO SCALE
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/ ` �� �`ti r PROPO, F.0"9'WIDEw w w w w \\ y w w w w w w w w w w
WEST SIDE OF RIVER ROAD ' v - -- w w
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` APR 2 2 2008
'
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N.C. PROFESSIONAL LAND SURVEYOR No. L-1099 \ \
1144 SHIPYARD, BLVD. Y w �s%' w w w w WETLAND C `\ \ ;`� ` w w w w w J y w w w u• y ., Y J J' w w
WILMINGTON, NC28412 w w �` �� `` `; `tip`\ \\ w w w y J J J J• w w y w w w w w
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w w J•
SHEET 1 OF 2 ' T

6'
SECTION A -A
C ;I
SECTION B-B
114.�'
DIAGRAM OF PROPOSED PIER
WEST SIDE OF RIVER ROAD
AT
VILLAGE AT MOTTS LANDINGFOR
�_ y
AFTEW, LLC
FEDERAL POINT TOWNSHIP, NEW HANOVER COUNTY
PREPARED IN THE OFFICE OF
NORTH CAROLINA
SHERWIN D. CRIBB
SCALE: 1' =10' APRIL 2, 2008
N.C. PROFESSIONAL LAND SURVEYOR No. L-1099
REVISED: APRIL 18, 2008
1144 SHIPYARD, BLVD.
APPLICATION DATE APRIL 4, 2008
WILMINGTON, NC28412
910-791-M
10 0 10
20 30
Scale; 1' = 10/
Q
RECEIVED���
DCM WILMINGTON, NC
APR 2 2 2008
— — — — — — — — — — — TOP OF fd RSH-
2
SECTION C-C
L 20.0'
SECTION D- D
SHEET 2 OF 2
I

MAR 17,2008 12:29A Tripp Engineering 9107635631
page 1
Job No. 03060 _
Date:.03J11/08
TRIPP ENCINEERR
I.NC, P.C.
419 Chestnut Street, Wilmington, NC 28' 401
Phone: [phone] - PAX: [phone]
Email- [e-mail]
LETTER OF TRANSMITTAL
To: NCDEN
Attention: _. Linda Lewis
Subject: The Village at Motts Landing._- Sw8 Q0917
X FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVERS .
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( X) Other
Copie.s. .._--Item No. Description
1 .. En ine is Certification
These are transmitted as checked below:
( ) For Approval ( X ) For Your Use ( } Sign & Return
( )Review
Remarks:
cc:
Signed: PhilliPo Tr_o

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
October 10, 2007
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: The Village at Motts Landing
Project No. SW8 030917
TE 03060
w" fl),��f�
S ay' o3or��J7�
Dear Linda:
We are requesting a modification to existing perms SW8 0309 77.)tnclosed
please find two (2) sets of revised plans, stormwater permit app i a ' a check for
the application fee.
The plans now propose a clubhouse to be constructed in an open space area and
produce 6,707 sf impervious area. A separate parking area encompassing lot 214 will
produce 5,832 sf impervious area. The current drainage area in which the clubhouse si
proposed treats the street runoff and 19 lots at 4,500 sf each. We propose to reduce the
remaining 18 lots by 500 sf to keep the drainage area treating the same amount of
impervious surface as originally permitted.
a Impervious area permitted originally: 19 Lots @ 4,500 sf/ea = 85,500 sf
• Impervious currently proposed:
18 Lots @ 4,000 sf/ea = 72,000 sf
Clubhouse Site = 6,707 sf
Parking Lot = 5,832 sf
Additional Future Area = 961 sf
85,500 sf
With this modification, there is no change to the total impervious areas. Please
review for approval and contact us if you have any questions, comments or need
additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
arles D. Cazier, P.E.
CDC:dcb
Enc.
OCT 1 0 ?009
BY:��

AiLTG
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., secretary
March 8, 2006
Charlie Hollis
138 Green Forest Drive MqR
Wilmington, NC 28409 9 2006
SUBJECT: Consistency Certification Submission Status for the Proposed Impact to an
Additional 0.04 Acres of Wetland for the Village at Motts Landing Subdivision,
New Hanover County (DCM#20060029)
Dear Mr. Hollis:
The Division of Coastal Management (DCM) received (on March 1, 2006) a consistency
certification from you (on behalf of ATEW Properties, LLC) stating that the proposed impact to
an additional 0.04 acres of wetlands to facilitate infrastructure improvements for the Motts
Landing Subdivision in New Hanover County would be consistent with the enforceable policies
of the State's coastal management program.
This proposed project is effectively an amendment to DCM's prior consistency concurrence on
the entire subdivision. Since the issuance of DCM's prior consistency concurrence, DCM has
implemented a tracking system for the consistency program. The prior consistency concurrence
has been numbered CD04-014 with an action number of 20040032. This information is being
provided for historical purposes should the prior project need to be referenced. Though an
amendment, this submission will receive a new consistency concurrence number should DCM
concur with your consistency certification.
DCM staff has reviewed the consistency submission and determined that the submission is
complete. Though the submission has been determined to be complete there are questions on
this proposed project that you will need to answer. The questions are discussed below.
Furthermore, before a final decision is made by DCM on your consistency certification you will
need to demonstrate to DCM that any other required State approvals have been obtained for this
project revision. DCM has until September 1, 2006 to either concur or object to your
consistency certification.
The proposed relocation of the stormwater pipe will result in an additional impact to 0.04 acres
of wetland. Pursuant to Section 15A NCAC 07M .0700 of Chapter 7 of Title 15A of North
Carolina's Administrative Code, adverse impacts to wetlands are to be avoided unless there is no
400 Commerce Avenue, Morehead City, North Carolina 28557-3421
Phone: [phone] FAX: [phone] Internet www.nccoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

prudent alternate design or location that would avoid the loss. Should there be no prudent
alternative, wetland losses must be mitigated.
Though two alternative routes were evaluated for the proposed stormwater line, a third potential
route that could avoid wetland impacts was apparently not considered. Please evaluate the
potential to route the stormwater pipe within the right-of-way of Glen Ellen Road and Bellamy
Park Court. Please note that an alternative cannot be dismissed based solely on additional cost.
The proposed revision to the stormwater line's route may affect your stormwater permit approval
and your 404-water quality certification. According to your submission letter you have initiated
the process for a modification to the 404-water quality certification. Please provide written
confirmation from the Division of Water Quality that they have approved the proposed
stormwater pipe relocation.
Your submission letter states that the North Carolina. Ecosystem Enhancement Program has
agreed to amend their acceptance. However, the specifics of the amendment were not provided.
Please submit to us a copy of the amended acceptance by the North Carolina Ecosystem
Enhancement Program.
Please prepare a response that addresses the information requirements noted above. Please note
that DCM will not issue a concurrence on this project until all required State approvals have been
received. Thank you for your consideration of the North Carolina Coastal Management
Program.
Sincerely,
Stephen Rynas, AICP
Federal Consistency Coordinator
Cc: Doug Huggett, Division of Coastal Management
Tim Gregson. Division of Coastal Management
Jennifer Frve, U.S. Arniy Corps of Engineers
Noelle Lutheran. Division of Water Quality
Cvndi haroly. Division or Water Quality
Linda LeNvis. Division of Water Qulity
Page: 2