SW8030917_Historical File_20040709

OF WA rFiQ Michael F. Easley, Governor
O QG William G. Ross Jr., Secretary
vj r North Carolina Department of Environment and Natural Resources
D
`I Alan W. Klimek, P.E.,Director
ivision of Water
Coleen HDSullins, Deputy Director
Division of Water Quality
July 9, 2004
Dr. Arnold Sobol, Member Manager
Aftew Properties, LLC
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: Stormwater Permit No. SW8 030917
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 July 8, 2004. 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 July 9, 2004, 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 Laurie
Munn, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/Ism: S:\WQS\STORMWAT\PERMIT\030917.juIO4
cc: Charlie Cazier
New Hanover County Inspections
City of Wilmington Stormwater Services
Beth E. Wetherill, New Hanover County Engineering
Laurie Munn
Woniinbion Regional Ofiiie
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service ��
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] Z1 DEt+itt

State Stormwater Management Systems
Permit No. SW8 030917
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 227 lots. Lots 1— 46 and 136 —154 are limited to a
maximum of 5000 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 lots draining to the curb outlet
system are Lots 31— 44, 51— 58, 67 — 69, 77 — 89, 130 —132, 179 —184, and 203 — 227.
These lots 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

4.
5.
State Stormwater Management Systems
Permit No. SW8 030917
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).
All lots not identified in Item 3 as draining to the curb outlet system drain to a wet
detention pond. 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
Onfite, ft2: 1,892,246 771,030 849,420
Offsite, ft2: none none none
b. Design Storm:
c. Total Impervious Surfaces, ft2:
Lots, ft2:
Roads/Parking, ft2:
Future, ft2:
Offsite, ft2:
d. Pond Depth, feet:
e. TSS removal efficiency:
119
" 199
693,588
419,811
315,000
285,000
146,088
96,587
232,500
38,224
6.0 6.0
90% (no filter is required)
f. Permanent Pool (PP) Elevation, FMSL: 9.0
g. Permitted Surface Area @PP, ft2: 79,475
h. Permitted Storage Volume, ft3: 81,462
8.0
23,263
42,081
199
202,916
141,000
61,916
0
6.0
12.0
34,577
54,629
i. Temporary Storage Elevation, FMSL: 10.0 9.5 13.50
j. Controlling Orifice: 4.0" 0 pipe 2.5" fry pipe 2.0" 0 pipe
k. Forebay Volume, ft3: 69,015 43,118 27,560
1. Permanent Pool Volume, ft3 :
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
342,621 69,795 138,207
1 Y4 Y2
Motts Creek / Cape Fear River
IUF-*%i
"C• Sw"
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
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.
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.
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. 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
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 227 lots. Lots 1— 46 and 136 —154 are limited to a
maximum of 5000 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 cover, 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
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 %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
1. 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
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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 0309.17
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 9th day of July 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., irector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 030917
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 030917
The Village at Motts Landing
Stormwater Permit No. SW8 030917
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 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
Certification Requirements:
Page 2 of 2
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

01,710E USE ONLY
Date Received Fee Paid Permit Number
-6.3 Za a loa5 ' slu g
State of North Carolina 9- 63 bQ 1-3
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. 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 Manaizer
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 340 07' 30" Longitude: W 770 55' 00" of project
8. Contact person who can answer questions about the project:
Name: Phillip iri2p Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number and its issue date (if known)
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.
1111. 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
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 Wit aiation
Overail
Drainspe Basin 1
Drainage, 114sin 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 %
Impervious * Surface Area
Overall
Eh-ainage Basin 1
Drainage Basin 2
Drainage Basin 3
On -site Buildings
1,063,500 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
-
-
-
-
On -site Sidewalks
-
-
-
-
Other on -site (Future)
270,724 sf
232,500 sf
38,224 sf
-
Off -site
Total:
E=1,748,918 sf
E=693,588 sf
E=419,811 sf
E=202,916 sf
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SWU-101 Version 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
number SW8 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 of any lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, gravel, concrete, brick 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, 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 management permit modificationprior
to construction.
5. All permitted runof from ougx- rcels 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 andperformance 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 SWU-102
Wet Detention Basin Supplement
Form SW-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SW-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWi.T-109
Innovative Rest Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. 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
• One copy of the applicable Supplement Form(s) for each BMP CDC
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• 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 En ing eerie , 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 of person 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 c enants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1 0.
�4qSignature: _ Date:
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. �;N D 0!) D6JJ 4-
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review-
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
L PROJECT INFORMATION (please complete the following information):
Project Name: The Village At Motts Landin
Contact Person: Phillip Tripp Phone Number: 910 7635100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation 3.0 ft.
Permanent Pool Elevation 9.0 ft.
Temporary Pool Elevation 10.0 ft.
areas
Permanent Pool Surface Area 79.475 sq.ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal2
43.44 ac.
15.92 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
342,621_ cu.ft. (combined volume of main basin and forebay)
81,462 cu.ft. (volume detained above the permanent pool)
69,015 cu.ft. (approximately 20% of total volume)
1.95 (surface area to drainage area ratio from DWQ table)
4.0 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)

Footnotes:
1. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BUT manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Storm -water Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
[� b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
CD& e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
—e2a - f. The basin length to width ratio is greater than 3: 1.
g. The basin side slopes above the permanent pool are no steeper than 3: 1.
f' h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
ra � _ m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

-Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.2_ _ 5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 9.0
Sediment Fkmoval El. 6.75
-------------- - Sediment Removal Elevation 4.5 75%
Bottom evation 6.0 %-------------------------------------------- ----
Bottom Elevation 3.0 25°/
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Aftew Properties, LLC, Dr. Arnold Sobol
Title: Member Manager
Address: 2020 S. Churchill Drive, Wilmington, NC 28403
Phone:
Signatu
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, Della C. Baird , a Notary Public for the State of North Carolina ,
County of Pender , do hereby certify that Dr. Arnold Sobol
personally appeared before me this day of 2003 ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires October 15, 2006
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. ! U" g C7 2X q ( -�-
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STOPIVIWATER MIANAGEivIEEN T PERIvII T APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: The Village At Motts Landing
Contact Person: Phillip Tripp Phone Number: ( 910 ) 763 -5 100
For projects with multiple basins, specify which basin this worksheet applies to: 2
elevations
Basin Bottom Elevation
2.0
ft.
Permanent Pool Elevation
8.0
ft.
Temporary Pool Elevation
9.5
ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 23,263 sq.ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAMA1
Diameter of Orifice
Design Rainfall
Design TSS Remova12
17.70 ac. (on -site and off -site drainage to the basin)
9.64 ac. (on -site and off -site drainage to the basin)
69,795 cu.ft. (combined volume of main basin and forebay)
42,081 cu.ft. (volume detained above the permanent pool)
43,118 cu.ft. (approximately 20% of total volume)
3.01 (surface area to drainage area ratio from DWQ table)
2.50 in. 12 to S dwy temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

. Footnotes:
1. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
<Q L a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
L b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
LPC e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
a f. The basin length to width ratio is greater than 3: 1.
CDC- g. The basin side slopes above the permanent pool are no steeper than 3: 1.
_ aC h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
L i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
CJ1%Z in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(11111 in the blanks)
Permanent Pool Elevation 8.0
Sediment ftmoval El. _5.75 75 o
-- - - --- — --- - Sediment Removal Elevation 3.5 75%
Bottom ovation 5.0 %--------------'----------------------------- ----
Bottom Elevation 2�0 25°/
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. 'These
plants shall be encouraged to grow along the vegetated shelf and forebay berth.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Aftew Properties, LLC, Dr. Arnold Sobol
Title: Member Manager
Address: 2020 S. Churchill Drive, Wilmington, NC 28403
Phone: n 910-763-2629 n
Signature:
J
Date:
I
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, Della C. Baird , a Notary Public for the State of North Carolina ,
County of Pender , do hereby certify that Dr. Arnold Sobol
personally appeared before me this Z 1 day of , 2003 , and acknowledge the due
ty
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires _ October 15, 2006
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. S W 2 O U O 6 j-
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
L PROJECT INFORMATION (please complete the following information):
Project Name: The Village At Motts Landin
Contact Person: Phillip Tripp Phone Number: 910 _763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 3
elevations
Basin Bottom Elevation
6.0
ft.
Permanent Pool Elevation
12.0
ft.
Temporary Pool Elevation
13.50
ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 34 577 sq.ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removaf
_19.5 ac. (on -site and off -site drainage to the basin)
4.66 ac. (on --site and off-mie drainage to the basin)
138,207� cu.ft. (combined volume of main basin and forebay)
_54a629 cu.ft. (volume detained above the permanent pool)
27 560_ cu.ft. (approximately 20% of total volume)
1.36 (surface area to drainage area ratio from DWQ table)
2.0 in. (2 to 5 day temporary pool draw -down required)
_1.0 in.
90 % (minimum 85% required

Footnotes:
1. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stor niwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
CD( a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
G/)Z, e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f. The basin length to width ratio is greater than 3: 1.
g. The basin side slopes above the permanent pool are no steeper than 3: 1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
4�4' i. Vegetative cover above the permanent pool elevation is specified.
L j. A trash rack or similar device is provided for both the overflow and orifice.
C k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
4V 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one') ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 Of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASINDIAGRAM
(fill in the blanks)
Permanent Pool Elevation 12.0
Sediment likmoval El. _9.75
I
Y-10 Segment Removal Elevation 7.5 75%
Bottom-------------------------------------------- -----
Bottom Elevation 6.0 25°/
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Aftew Properties, LLC, Dr. Arnold Sobol
Title: Member Manager
Address: 2020 S. Churchill Drive, Wilmington, NC 28403
Phone
Signal
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, Della C. Baird , a Notary Public for the State of North Carolina ,
County of Pender , do hereby certify that
Dr. Arnold Sobol
personally appeared before me this J day of 2003 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requi ments. Witness my hand and official seal,
NOTg9'�:9I
=ram+•+° Ago_
GBLIG
UN
SEAL
My commission expires October 15, 2006
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. v 1,' J T 0 'j 0 9 1--1'
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC2H .1005 through .1007.
I. PROJECT INFORMATION (please complete the following information):
Project Name: The Village at Motts Landing
Contact Person: Charles Cazier Phone Number: [phone]
Number of Lots: 227 Allowable Built Upon Area Per Lot*: see attachment
* If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area — the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor — the appropriate percent built upon area divided by 100.
• RA Road Area — the total impervious surface occupied by roadways.
• OA Other Area — the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots — the total number of lots in the subdivision.
• BUA/Lot — the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of

Calculation:
(SA x DF)- RA- OA = BUA
No. Lots Lot
L6,117,566.40 x 0.30) - 414,694 - 270,724 = 5,077.62 sf
230
57 lots @ 5,000 sf each < 5,077.62 sf OK
173 Lots @ 4,500 sf each < 5,077.62 sf
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
C"DL ____ a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
C G- b. Deed restriction language as required on form SW- 101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
(- c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

Jul 08 04 01:03p Phillip Tripp 910-763-5631 p.2
:-U4; 1:Z1PM;AL,hN ANU MGIJVNALU .1 VIV 40099.00 e i v io
f[oat lights orbnlbs.
SECTION 11. TT mwA�, Ptiort o inffid oewtpamy ofher raideneeeomato&.ed am each
Lot, the froatyardarea ofsuch Lotmustbe sodded; piovided,however; thatanyareastabeaaed
as planting beds fort rces and abrubs need mot be sodded ro long as umhbods areplaotedpriorto
initial occupancy of the Lot The Dec%ma% the Board ortbe Architectural Control Committer, as
the rise may be, may on account of advasc went = omxUdoma or for other good cmm shown
permit such landscaping to be done within a period of sit moof6a after initial occupsmW of the
nmkkwA.
SECIION 12. $ids. No signs shall be permitted an say Lot or in the Common Area
without penmtssion of the Board of Ducatoas, awW that a sign conforming to my applicable
govenmentals[ pwdinmcmwbe HVbyedbyd eow=ofanyLotf dwp nprneofadvardit
that said Lot is for wk. provided the sign shall notbelargerthan 230 feat
SECTION 13. Biogim No psaeam stall undettalta, callers, or allow any altaafiam or
construction inor upon any portion oftheCommtomAreas ertceptehedirection orwith tteexpsrms
written cwmseat of ftta Associalk m.
SECTION 15. ..hd+'vi i; s_ Subjct to &c provisions of Articls V hcnwi; no Lot shall be
subdivided, or its botmdary limes changed except with the prior written canaeat of the Declartat
daring the periodefDwbr mtcontroloftiteAs mgtLemamddLaceftwbytheBowdofDmims
ofth Association.
ARTiCLB'VIL
ANNMATIONOF ADDITIONAL PROPERTY
SECTION 1. Decbr mt may smnot to and mobs a put of the Development any other sal
property wkwb Declarimt now owns or which Dedaramt may hatafter acgoit+e or develop (the
Additional Prop m4l"X as follows:
A Eucggmpmvidedina 6pamgrapbB,below,am aaf mofAdditia®a1F.mp"io
thoDevekwmentshallrequirc&cmeeatc£auojmity oftboMemberswhowevotmgiapearowor
by proxy atameeting called for tbk pmgme, wtintea=Wceofwhich ahallbe amtto allMembem
not less thaw 30 days nor mose1=6Q days inadvanoe oftere meeting.
B. Additkmal Pwpmty may be annexed to the Development wimatt the aascm ofthc
Mentbers so tong astlte Addittomgl P,nmaw can be treed oniY forreaidential purposes sad
ma7itieauaoe]lyappartenaattox�idmtialderolopmmlataoteatiamalfacs7itiesandCa®toonMeaa.
SECTION 2. Annmtation of Additional property shall oomr upon the rmordimg, in the
Office ofth Register ofDeeds for tie muzo where the Additional ft"rty is boated, of (4 a
subdivision plat for the Additional Property amd (n) a ampplememcal decbzm*o stabag that the
Additional Prop" is made a part of the Developmmt end is subjeot to this Declaration. Upon
recording of such plat and smppkmeotal declaration, the Additional Paop" sWl become &*
subjeato the berme oftbis Declaration, et eeptto the extent that pntsoant to Article V. Sech=4
hereAthe Declazamtammdstlteapplieability ofthis Declarationto the AdditioaalPropaty.
SECTION3.NothimghminshallpmventDe bnntfi musmgemname-mMVMLAGE
ATMOTTS LANDING"m cagonoaonwithtM development ofa&wrmdptopesiywbmcbnnot
madepwtcftbeDevelopatemtand subjeettolWa Deciatagm
ARTICLE Vm_
GENERALPROVISIONS
SECTIONI.$y$pm,emmt 7heAssociation,aranyOwncr,AmRbavedcrj&1Daafotcc,
bysmypsvoeeding atlaw Orin equity,allresttiatiaata, gomditioms, covesanu,mavatiome, her and
ebargesnoworhwmft rimposedbytwpmvisiomofiltiaDeclamtioa.FatlmzbytheAssocietion
10

Jude 08 04 01:.03p Phillip Tripp 910-763-5631 p.3
b- l-V4: 1-ZIPM:P.LLGN ANU MVUUNALU .1 Viv C90904o n [lei is
orbyimOmmtomuumuumywveaantarra hW=heimmconlamedsba inwcventbedeemcd
aweiveroft1wrightto do sodteteafter.
SWnON 2. Bdoweammt of Storm water Runoff RgmIaN= , The following
covenaas ens intcndud to cosmic tm ping compliance with state stormwetwma nagemeet permit
numbers SWti 03091.7, as issued by the T ivx=' of Wafef Quality. These covenants away not be
chmgcd ordelctcdwahout the wmctntof*c StateofNonhCamlma.
2.1 Mmmaximnmallawablebusltapamperlotis NI�Yf squatefaat ibbalkned
mwua;-cl,,desanybutuponanasoomst noWwhbinthelapmperiyboundasiesandtbaepo t m
of the fight -of -way betwrtu the fivut fat lmo and the edge of the pavemeaL iiuli upon area
includes, but is not limited to shuctures. aspbalt, gravel, conceste, bricl4 etame, elate and coquina,
butdoesnotiodideraisedopenwooddectb orthewaterambeeafawimmingpools.
22 Allrunoff fmmthebuittapmaremanthelotmustdmininoothepermimdsyetem.
This maybe accomplished through providing roof drain gottete which drain to dw sheet, gfad ng
thelottodraietow wdthesneet,arg=Aingper®eterswab s t Dcollectlotrunoffaeddi rectaagthem
into the Btwmwater system oria b the street. Lots that will nahatally drain into Ste systrm srenot
required to provide mese additiooalmeasores.
2.3. Filling iaerpk&g of may vegetative wwmywm (ditches. Males, etc) associated
witbtho tdcvdvpmmt eaceptforaveage driveway taminps. is shictlypfohtiritadbyaoyp==L
2.4. Buih-upon am in excess of the permitted amount requites state a mmzw to
MmAgementpamitmodiireat= priov to ctonahuct wm
2.5. AllpawittedrvaofffmmoetparceborfittrmdevelopmentsLsIIbediteded nbthe
pamnned stormwate r control system These connections to the srormwater eo alrol sytuera shall
PerfortninamannOttliatinGinwinsthe�t tysed of�daesy6teiaas:p�sai0ed.
2.6 The Slate of North Carolina is made o bmefidwy of these eavau to turbo tatt at
necessaryttumain ain compGaamwhhthesmmnwatwmaoagementpermit
2.7 These covenants aratoteawilhthelandandbebiadingonallpemusandpard a
daimingundathcm.
2.8 These wvensnespestainingtoswunw wmaynotbealterodorruagindedwNwm
the express wrl#m consentoftba StWofNaa*Cwolina,MviamofWuw Quality.
2.9 Ahetadonoftbedmisagaassiwwnon*empprovedplsamoynott&epbmwidtoot
the oommummosofdteDivisiemofwatwQuW ty.
2.10 BachlotwillmaintamaWwidevewlsladbuiierbetweenallimpardousneasand
smfacewatm&
2.11 Alroofdraimsihallte miweatleast3Wfromdiemanhighwatermnstofeorfaoe
waters.
2.12 Fglimg**ingcraltodn mydeopatodS:Icmbond trAWo saoeidedwhhthe
devclopment is pobiV r.d by any persons.
2.13 M&prcjodpmposaamvbt Wdaystem.Fechdcdgatedowbomletewaleshown
on the approved plan must be maintsiaed ata ndnimum of 100, lung with 5-1(H:1) Waslopes or
Batter, bave a bmgiuWi,W ftno steepwdwn S%mrry du #law i;ams a 10 ytw storm im a rwu-
erosive manner, andmaintain a deuce vegetated cover.
2.14 The lob datwing to curb outlets are Lots 31.44 inclusive, 51-SO inclusive, 67-69
inclusive, 77-99 inchnive,130-132 inclusive,179-184 inclusive and 203-227 iw4mtive. All oche
M

,]ul 08 04 01:03p Phillip Tripp 910-763-5631 p.4
5- 7-9g; i:ZTPMiALLLM AM) MCWNALV ;7 Ulu 4000040 a 1a/ to
lots draw w ekC ponds.
SECTION 3_ fimamdaft. Invalidation of any one of ftw coveaaats or reaftietions by
judgmentorcourtorder dWlmaowiaeaffoctanyo*Wp ovaioos whicbeWr=aiainfuUtme
and effect.
SECTION 4. Lots S414M to DWmag o , All pseaeat end finuc Owner, temats and
ootupa t of Lots and dwir pew or lavitees, shall be sabjeet to, sad " comply with *e
provisions of the Declaration, and as the Declaration may be amended fman time to base. The
acceptanceafadeed ofoenveyaoceortbe eatereginto ofaleaaeorthe enbddagiatooccupaacy of
anyLotsbailccneoi monapeemeattbatthoFovimmoftbeDeelarstionareaoreptedaadradfiad
bysuchOwner, touaaiofoccupaML Thcoovettattlsaadrestrictioos ofSbDMIK%tiemabadiuureto
thebauf afaedbeeWorceablebytheAasocatfon ardwOwnerofanyLet ihefrrespectivelegd
rep mmdvcs.heirs.soaceemoundsodp e,adalullrunwitheadMWdie]amdaoddmnbmdemy
perMcm hsvfngatany tune anyinUnstareimtein my Lot, udgwgh mwhprovWcmawe=Zw&a
partofeaehandeva ydeedofoonveyencaorlmn.firatamoftwenty(20)yeanfiame,detetbm
Declarationarecorded,minwhfchtim teydhallbeautomatcanymmwdedforsucceseivepwwds
often(10)yeata.
SEMON S. Amumhumt of DwJwgtinn, Except as provided elsewhere hcrcm. the
eov=nu andrestictiom a fthis Declamation may be amaaded ontyby an Wvumateduly muwded
mdwOfEce oftlwRcsum rofDDeeiofthecormdywh=t wDovelopmmt is located, execotedby
theduly w&w1med officersoftbe Associationupon the voteofnatloss &w anm joriW of*e Lot
Owner; provided that no ametdmrat d wH alter any obhptKm to pay ad vatotem macs or
aes aw*forpablicimpaovemeate,whcreIDprovided.oraffedaaylioaforthepaymeat*wwf
esmbUd"herem. InnoevmtnmytheDwiniBonbeammdedsoastodepdvathaDechmntofany
dAts ha vin puled arroww" d uato Declaremt.
IN WITNESS WHEREOF, tbepartieahmlo. havecausedthia Declaration tobeamuted
intbdremporatemameaadthecmpmatemmdatytedbyit5dulymwhmi adoiircmtbisdodayad
yearfirat above written.
LOBO S DEVELOPbflM, INC.
BY. (SEAL,)
AmoldL.Sobo waideat
STATE OFNORTH CAROL NA
COUNTY OFNE W HANOVER
1 •N01Mi'Fd"9M fythat
Patwmally came before mecum day and ttclmowlWpddmhefshein
of _acorp ticm,anddwhe/dken
_.^,being andwdzed to do so. ececotedibefmcgofmg onbel WofthecaWrstion.
Wimessaryl�aadandaffieislaaal,thisthe �dayofMay,2004.
My Ca®miesion Expitm:
Not ay Yt blic
12

JU � 08104 01 w 04p ^y` Phillip Tripp -910-763 5631 p, 6
0
E7CHIBIT "A'l
TOTAL D04MVIOUS AREA/LOT
THE VILLAGE AT MO'1'1'S LANDING
Lot Number(s)
1 - 30
45
47 - 50
59 - 66
70 - 76
86
90 - 129
133 - 135
136 - 154
155 - 179
185 - 212
13
Sgaarn Footaae
5,000
5,000
4,500
4,500
4,500
5,000
4,500
4,500
5,000
4,500
4,500

Jul 08 04 01:03 Phillip Trippp p 910-763-5631 p.1
Job No.
Date: C/--Pd
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] • FAX: [phone]
Email: [e-mail]
LETTER OF TRANSMITTAL
To:
Attention: 15--V
Subject: -ME �ILA.� &T
✓ FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER 5
I am sending you: ( ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
These a ransmitted as checked below:
( or Approval ( or Your Use ( } Sign & Return ( ) Review
cc:

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
April 27, 2004
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Laurie Munn
Re: The Village at Motts Landing
Project No. SW8 030917
TE 03060
Dear Laurie:
In response to your comments dated April 16, 2004, we offer the following:
1. A baffle detail has been added to the detail sheet.
2. Swale detail has been added to the detail sheet.
3. Jim MacDonald is handling the deed restrictions. He has been notified of the
revisions and will contact you if he has any questions.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Jennifer Rohde ApR 8 2004
JLR: dcb nit •C---°'
Enc.

+
T�
Michael F. Easley, Governor
0WA
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
p
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAY- COMER SHEET
Date: April 16, 2004 No. of Pages: 3
To: Charlie Cazier From: Laurie Munn
Company: Tripp Engineering, P.C. Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 030917
Project Name: The Village at Mott's Landing
MESSAGE:
Charlie,
I have reviewed the resubmittal for The Village at Motts Landing. I have the following
comments:
1. Add the top elevation to the baffle or add a baffle detail to the plans. The
baffle must be at least as high as the temporary pool elevation. Also, add the
baffle to the plan view pond detail.
2. Add a Swale detail to the plans. Make sure that the minimum depth on the
detail is deep enough to cover all the proposed swales or add a table to the
Swale detail showing the required depth for each Swale.
3. It is possible for you to have the piping and ponds in the low density
development, but the deed restrictions will have to be revised accordingly. All
of the statements in Section I must be included in the covenants. Then, all of
the statements in Section II and III should be added for the lots with curb
outlet swales (listing the specific lots in the covenants) and all of the
statements in Section VI should be added for the lots draining to the pond
(listing the specific lots in the covenants). This is because some lot owners
will be allowed to have piping and some will not. The developer may choose
to not let any lot owners have piping. Whoever is drafting the permits may
wish to contact me to discuss this item.
S:VvVQSISTORMWATIADDINF012004i030917.aprO4
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]CLk#-F.R

* * * COMMUNICATION RESULT REPORT ( APR.16.2004 2:27PM )
P. 1
FILE MODE OPTION
959 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
r
F
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
97635631 OK P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F, Easley, Gowenlnr
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
71, 1 111 IL1 Alen W. Klimek, P.E.,Director
Dl*lon of Witter Quality
Colson H. Sullins, Deputy Director
dlvleion of Water Quality
PAX COMER SHEET
Date: April 16, 2004 No. of Pages: 3
To: Charlie Cazier From: Laurie Munn
Company: Trlpp F-ngineering, P4. Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 030917
Project Name: The Village at Mott's Landing
i
",MESSAGE:
I
Charlie,
i
I have reviewed the resubmittal for The Village at Motts Landing. I have the following
comments.
Add the top elevation to the baffle or add a baffle detail to the plans. The
bade must be at least as high as the temporary pool elevation. Also, add the
baffle to the plan view pond detail.

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
March 31, 2004
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Laurie Munn
Re: The Village at Motts Landing
Project No. SW8 030917
TE 03060
Dear Laurie:
In response to your comments dated October 27, 2003, we offer the following:
1. A legend for the wetland hatch has been provided. The letter table is strictly for
Corps use. These are the areas applied for filling not just for wetland labeling.
2. Existing contours and proposed spot elevations are provided.
3. Please find enclosed site plan with highlighted project boundaries. This is one
phase of an overall plan. The future layout is not engineered at this time.
4. A road name has been provided beneath corresponding details.
5. A highlighted plan showing the drainage area to each pond is provided.
6. A treated wood baffle and an offset forebay spillway has been specified to
encourage the 3:1 flow ratio.
7. Pond #2 detail has been corrected. The dimensioning of pond 42 includes the
forebay.
8. Pond #3 has been revised. The detail calculations and supplement have been
updated to correspond. Three feet of depth are provided within the forebay for
settling.
9. A note specifying roof drainage to be routed to the corresponding pond is
provided.
10. A proposed draft copy of dccd restrictions is enclosed.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
CA" �
r
Charles D. Cazier, E.I.
CDC:dcb
Enc.

Apr 02 04 01:55p Phillip Tripp 910-763-5631 p.2
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
DECLARATION OF COVENANTS CONDITIONS & RESTRICTIONS
FOR
THE VILLAGE AT MOTTS LANDING
THIS DECLARATION, made the— day ofApril, 2004, by LOBOS DEVELOPMENT, INC.
a North Carolina corporation, hereinafter referred to as "Declarant" or Developer for the purposes
hereinafter stated:
WITNESSETH
WHEREAS, Declarant is the owner of that certain real property in New Hanover County,
North Carolina, known as THE VILLAGE AT MOTTS LANDING, which is shown on a plat
recorded in the Office of the Register of Deeds of New Hanover County, North Carolina, in Map
Book Page ,to which reference is made for a more particular description (the "Property");
and
NOW, THEREFORE, Declarant declares that the Property described above shall be held,
sold and conveyed subject to the following easements, restrictions, covenants, and conditions, which
are for the purpose of protecting the value and desirability of, and which shall run with the land and
be binding on all parties having any right, title or interest in the Property or any part thereof, their
heirs, successors and assigns, and shall inure to the benefit of each owner thereof.
ARTICLE 1.
DEFINITIONS
SECTION 1. Additional Property shall mean and refer to any lands which are now owned
or maybe hereafter acquired or developed by Declarant, in addition to the above described Property,
and annexed to and made a part of the Development (as hereinafter defined) pursuant to Article VII
hereof.
SECTION 2. Association shall mean and refer to THE VILLAGE AT MOTTS LANDING
Homeowners' Association, Inc., a North Carolina nonprofit corporation, its successors and assigns,
the owners association organized for the purposes set forth in Article III hereof.
SECTION 3. Assessments shall mean the Annual, Special, Insurance, Ad Valorem and
Working Capital Assessments defined in Article IV hereof
SECTION 4. Common Area(sl shall mean and refer to all real property within the
Development owned by the Developer or the Association for the common use and enjoyment of the
Owners, including any facilities located on such real property.
SECTION 5. Declarant shall be used interchangeably with Developer (which designations
shall include singular, plural, masculine and neuter as required by the context) and shall mean and
refer to LOBOS DEVELOPMENT, INC. , its successors and assigns, if such successors or assigns
should acquire undeveloped property from the Declarant for the purpose of development.

Apr 02 04 01:55p Phillip Tripp 910-763-5631 p.3
or by an Owner to enforce any covenant or restriction herein contained shall in no event be deemed
a waiver of the right to do so thereafter.
SECTION 2. Enforcement of Storm Water Runoff Regulations. The following
covenants are intended to ensure ongoing compliance with state stormwater management permit -
numbers SW8 030917, as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State of North Carolina.
2.1 The maximum allowable built upon area shall be 5000 square feet for lots numbered
1 through 46 and lots numbered 136 through 154, inclusive. The maximum allowable built upon
area for all other lots shall be no more than 4,500 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, gravel, concrete, brick, stone, slate and coquina, but does not include raised
open wood decking or the water surface of swimming pools.
2.2. Swales shall not be filled in, piped, or altered except as necessary to provide driveway
crossings.
2.3. Built -upon area in excess of the permitted amount requires state stormwater
management permit modification prior to construction.
2.4. All permitted runoff from out parcels or future development shall be directed into the
permitted stormwater control system. These connections to the stormwater control system shall
perform in a manner that maintains the integrity and performance of the system as permitted.
2.5 The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the stormwater management permit.
2.6 These covenants are.to run with the land and be binding on all persons and parties
claiming under them.
7 Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality.
2.8 Each lot will maintain a 30' wide vegetated buffer between all impervious areas and
surface waters.
2.9 All roof drains shall terminate at least 30' from the mean high water mark of surface
waters.
2.10 Filling in, piping or altering any designated 5:1 curb outlet swale associated with the
development is prohibited by any persons.
2.11 This project proposes a curb outlet system. Each designated curb outlet swale shown
on the approved plan must be maintained at a minimum of 100' long with 5:1 (H-,V) side slopes or
flatter, have a longitudinal slop no stecper than 5% carry the flow from a 10 year storm in a non -
erosive manner, and maintain a dense vegetated cover.
SECTION 3. Severability. invalidation of any one of these covenants or restrictions by
judgment or court order shall in no wise affect any other provisions which shall remain in full force
and effect.

npr 02 04 01:54p
Phillip Tripp
910 763-5631
p.I
Attention:
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] • FAX: [phone]
Email: [e-mail]
LETTER OF TRANSMITTAL
&MEW&
�Zto- &&W
Subject:
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) other
These Ire transmitted as checked below:
For Approval ( ) For Your Use ( )Sign &Return (eview
Remarks:
cc:
I P. ft— I No W�-"
qr -7

March 31, 2004
►S'torrrwater i'Varrative
The Village at Mott's Landing
New Hanover County, NC
TE 03060
The Village at Mott's Landing is an existing vacant 140.44 acre tract proposed as a
residential subdivision. The subdivision is designed in three separate drainage basins.
Each basin will be designed as high density and treated by wet detention. Each pond will
be designed to meet the State's P and the County's 25-year pre -post requirement.
Outflow from all ponds drains to Mott's Creek, classification C-SW.
Drainage Basin #1 has an area of 43.44 acres. Within this basin, we propose 70 lots at
4,500 sf each (315,000 sf), 146,088 sf of asphalt streets, and 232,500 sf for future
development. This area will be treated by wet detention pond #1.
Drainage Basin #2 has an area of 17.70 acres. Within this basin, we propose 20 lots at
4,500 sf each (285,000 sf), 96,587 sf of asphalt streets, and 38,224 sf for future
development. This area will be treated by wet detention pond #2.
Drainage Basin #3 has an area of 19.50 acres. Within this basin, we propose 18 lots at
4,500 sf each and 12 lots at 5,000 sf each (141,000 sf) as well as 61,916 sf of asphalt
streets. This area will be treated by wet detention pond #3.

3/31/2004 The Village at Motts Landing 01135
CDC Stormwater Calculations
Pond #1
Total Drainage Area
s . ft.
acres
1,892,246
43.44
Impervious Area
Land Use
sq. ft.
I acres
buildings
315,000
7.23
parkingtasphalt
146,088
3.35
future
232,500
5.34
Total
693,588
15.92
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 1,350 ft.
change in Height (H) - 6 ft.
To = (Ls/H)-:"/128
= 16.17 min.
Flow for 2 year, 6 hour Storm (Q2):
QPRE _ (CPRE) X (110) X (Area)
63.86 ofs
QPosr = (CPo$T) x (1t0) x (Area)
130.27 cis
CN = (98)(% imp.) + (60)(1-% imp.)
74
P = 3.30 in. forLyr, 6 hr storm
S = 1000/CN -10
3.51
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)l
1.10 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] / 02,Posr
= 16.01 min.
Detention Pond Design:
Pond.Size:
Elevation
ft.
Surface Area
(sq. ft.
Normal Pool
9.00
79,475
Flood Pool
10.00
83,448
Top of Bank
13.00
99,919
Bottom of Pool
3.00
34,732
Provided Storage Volume:
Vol. _ [(Normal pool SA+ Flood Pool SA) / 2]
x (F.P. elev. - N.P. elev.)
81,462 cu. ft.
% impervious = 0.367
= 36.7%
say 37.0%
CPRE = 0.25
CPosr = (% imp.)(.95)+(1-% imp.)(.25)
0.51
IZ = 5.88 in/hr
110 = 6.30 in/hr
Flow for 10 year, 6 hour Storm (Q10):
QPRE _ (CPRE) X (125) X (Area)
68.42 cis
QPosr = (CPosr) x (I25) x (Area)
= 139.57 cis
CN = (98)(% imp.) + (60)(1-% imp.)
74
P = 4.82 In. for 10 yr, 6 hr storm
S = 1000/CN - 10
3.51
Depth (D)= 112-(0.2)(S)f / [P+(0.8)(S)]
2.22 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] / Q1o,Posr
30.08 min.
z a[e ounace mea
SA/DA = 0.0195
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter)
State Volume Required for Storage of first 1" of runoff:
U901. poi`
awn ..�'.
-0 17374 ° Q
C
till Ins
Rv = .05+ .009(% imp)
0,379888
V= (Design rainfall)(Rv)(Drainage Area)
59,903 cu. ft.
03060Pond 1 of 3
o4-

3/31/2004 The Village at Motts Landing 01135
CDC Storrnwater Calculations
Pond #1
Pond Volume:
Bottom SA = 34,732 sq. ft.
Normal Pool SA = 79,475 sq. ft.
Vol. _ [(N.P. SA+ Bottom SA) / 2] x (N.P. el. - Bottom el.)
= 342,621 cu.ft.
Foreba :
Required Volume
Vol. = 20% of storage volume
— 68,524 cu.ft. I
Outlet Structure Desian:
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
= 0.347 cia
Required Area of Pipe for 2-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./sZ
h = (F.P. elev.- N.P. elev.) /2
= 0.5 ft.
A = 0.1018 sq. ft.
Diameter of PiDe for 2-dav drawdown:
DIA. = SQRT[(A x 4) / pi]
0.3601 ft.
= 4.32 in.
'Use: 4 in diameter pipe
Outlet Structure Check:
Using a 4' x 4 Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
0.51
1= 6.30 in. for a 25 yr. Storm
A = 43.44 Acres
139.57 cis
Q= CwxLxH"'q
H = [Q / (Cw x L)]y'
Cw = 3
2.04 ft.
Peak elevation = flood pool elevation + H
12.04 ft.
Provided Volume
Bottom SA = 20,795 sq. ft.
Normal Pool SA = 25,215 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) / 2] x (N.P. el. - Bottc
69,015 cu. ft.
depth = 3 ft.
Flow for 5-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. 1432,000 sec. (5-days)
0.139 cis
Required Area of Pipe for 5-day drawdown:
A= QI[CdxSQRT(2xgxh)]
Cd = 0.6
9 = 32.2 ft./s2
h = (F.P: elev. - N.P. elev.) 12
0.5 ft.
A = 0.0407 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.2277 ft.
2.73 in.
03060Pond 2 of 3

3/31/2004 The Village at Motts Landing 01135
CDC Stormwater Calculations
Pond #2
Total Drainme Area
s . ft.
acres
771,030
17.70
Impervious Area
Land Use
sq. ft.
acres
buiidin s
285,000
6.54
Iparldng/asphalt
96,587
2.22
future
38,224
0.88
Total
419,811
9.64
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) - 1,350 ft.
change in Height (H) = 6 ft.
Tc = (L, /H).a+u 1128
16.17 min.
Flow for 2 year, 6 hour Storm (Q2):
QPRE _ (CPRE) x (6) x (Area)
26.02 cfs
QPosr = (CPosr) x (170) x (Area)
= 66.61 cis
Sou Storage L;apacity for 2 year storm:
CN = (98)(% imp.) + (60)(1-% imp.)
81
P = 3.30 in. for2yr, 6 hr storm
S = 1000/CN -10
2.35
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)]
1.55 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] / 02,PosT
17.89 min.
Detention Pond Desian:
Pond Size:
Elevation
ft.)
Surface Area
(sq. ft.
Normal Pool
8.00
23,263
Flood Pool
9.50
32,845
,Top of Bank
13.00
49,240
Bottom of Pool
2.00
2
Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) / 21
x (F.P. elev. - N.P. elev.)
42,081 cu.ft.
%impervious = 0.544
= 54.4%
say 54.4%
CPRE = 0.25
CPosr= (% imp.)(.95)+(1-% imp.)(.25)
0.64
12 = 5.88 in/hr
110 = 6.30 in/hr
Flow for 10 year, 6 hour Storm (010):
QPRE _ (CPRE) x (125) x (Area)
= 27.88 cis
QPosr = (CPosr) x (125) x (Area)
71.37 cfs
0011
CN = (98)(% imp.) + (60)(1-% imp.)
= 81
P = 4.82 in. for 10 yr, 6 hr stone
S = 1000/CN -10
2.35
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)]
= 2.83 in.
Time to Peak Flow:
Tp = [(43.5)(D)(Area)] / Q1o.Posr
30.50 min.
at normal
Pond side slopes = 3 :1
Depth below N.P. = 6 ft.
(Chart for 90% TSS Removal for Wet Detention
Area)
State Volume Required for Storage of first 1" of runoff:
Rv = .05+ .009(% imp)
0.540033
V= (Design rainfalo(Rv)(Drainage Area)
34,698 cu. ft.
03060Pond2 1 of 3

3/31/2004 The Village at Mons Landing 01135
CDC Stormwater Calculations
Pond 92
Pond Volume:
Bottom SA = 2 sq. ft.
Normal Pool SA = 23,263 sq. ft.
Vol. _ [(N.P. SA+ Bottom SA) / 2] x (N.P. el. - Bottom el.)
69,795 cu. ft.
Forebav:
Required Volume
Vol. = 20% of storage volume
I = 13,959 cu. ft. I
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
0.201 cfs
Required Area of Pipe for 2-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev: N.P. elev.) /2
0.75 ft.
A- 0.0482 sq. ft.
Diameter of Pioe for 2-dav drawdown:
DIA. = SQRT[(A x 4) / pi]
0.2476 ft.
2.97 in.
'Use: 2.5 in diameter pipe
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
0.64
1= 6.30 in. for a 25 yr. Storm
A = 17.70 Acres
— 71.37 cfs
Q- CwxLxH"5
H = [Q / (Cw x L)]2'3
Cw = 3
= 1.30 ft.
Peak elevation = flood pool elevation + H
10.80 ft.
Provided Volume
Bottom SA= 12,118 sq. ft.
Normal Pool SA = 15.627 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) / 2] x (N.P. el. - Bonc
43.118 cu. ft.
depth = 3 ft.
Flow for 5-day drawdown:
for 1 st 1" of stormwater,
Q = Required Vol. / 432,000 sec. (5-days)
0.080 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev. - N.P. elev.) / 2
0.75 ft.
A = 0.0193 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.1566 ft.
1.88 in.
03060Pond2 2 of 3

3/31/2004 The Village at Motts Landing 03060
CDC Stormwater Calculations
Pond 93
Total Drainage -Area
s , ft.
acres
849.420
19.50
Impervious Area
Land Use
s . ft.
acres
buildings
141,000
3.24
rkin as halt
61,916
1.42
future
0
0.00
Total
202,916
4.66
Stormwator Calculations:
Time of Concentration:
Hydraulic Length (L) = 1,350 ft.
change in Height (H) - 6 ft.
Tc = (0 /H).'" / 128
= 16.17 min.
Flow for 2 year, 6 hour Storm (Q2):
QPRE _ (CPRE) x (110) x (Area)
28.67 cis
QPosr = (CPo3T) x' (11o) x (Area)
48.16 cis
san storage t:apacay for 2 year Storm:
CN = (98)(% imp.) + (60)(1-% imp.)
70
P = 3.30 in. foi2yr, 6 hr storm
S = 1000/CN -10
4.29
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)]
0.89 in.
Time to Peak Flow:
TP1(43-50)(Area)1 / Q2,Posr
15.62 min.
Detention Pond Design:
Pond Size:
Elevation
A)
Surface Area
(sq. ft.
Normal Pool
12.00
34.577
Flood Pool
13.50
38,261
Top of Hank
16.50
47,739
Bottom of Pool
6.00
11,492
Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) / 21
x (F.P. elev. - N.P. elev.)
- 54,629 cu.ft.
% impervious = 0.239
= 23.9%
say 24.0%
CPRE = 0.25
CPosT = (% imp.)(.95)+0-% imp.)(.25)
0.42
12 = 5.88 in/hr
110 = 6.30 in/hr
Flow for 10 year, 6 hour Storm (Q10):
QPRE = (CPRE) x (125) x (Area)
= 30.71 cis
QPOST = (CPosT) x (I25) x (Area)
51.60 cis
son -Storage capacity for 10 year Storm:
CN = (98)(% Imp.) + (60)(1-% imp.)
70
P = 4.82 in. for 10 yr, 6 hr storm
S = 1000/CN -10
4.29
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)]
1.90 in.
Time to Peak Flow:
TP = [(43•5)(D)(Area)] / Q1o.PosT
31.30 min.
Area
Pond side slopes = 3 :1
Depth below N.P. = 6 ft.
SA/DA = 0.0136
(Chart for 90% TSS Removal for Wet Detention
x (Total
;2 sq. ft.
State Volume Required for Storage of first 1' of runoff:
Rv = .05+ .009(% imp)
= 0.264999
V= (Design rainfalQ(Rv)(Drainage Area)
18,758 cu. ft.
03060Pond3 1 of 3

3/31/2004 The Village at Motts Landing 03060
CDC Stonnwater Calculations
Pond 93
Pond Volume:
Bottom SA - 11,492 sq. ft.
Normal Pool SA = 34,577 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) / 21 x (N.P. el. - Bottom el.)
= 138,207 cu. ft.
Forebav:
Required Volume
Vol. = 20% of storage volume
— 27,641 cu. 11.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st 1" of stonnwater,
Q = Required Vol. / 172,800 sec. (2-days)
0.109 cis
Required Area of Pipe for 2-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./sZ
h = (F.P. elev: N.P. elev.) /2
0.75 ft.
A = 0.0260 sq. ft.
Diameter of Pipe for 2-dav drawdown:
DIA. = SQRT[(A x 4) / pi]
0.1821 ft.
2.18 in.
'Use: 2.00 in diameter pipe
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
0.42
1 = 6.30 in. for a 25 yr. Storm
A = 19.50 Acres
51.60 cis
Q= CwxLxH"5
H = [Q / (Cw x L)]2*
Cw = 3
1.05 ft.
Peak elevation = flood pool elevation + H
= 14.55 ft.
Provided Volume
Bottom SA =
5,935 sq. ft.
Normal Pool SA =
12,438 sq. ft.
Vol. _
[(N.P. SA + Bottom SA)12] x (N.P. el. - Bottc
=
27,560 cu. ft.
depth =
3 ft.
Flow for 5-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. / 432,000 sec. (5-days)
0.043 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ftJsZ
h = (F.P. elev. - N.P. elev.) / 2
0.75 ft.
A = 0.0104 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.1151 ft.
1.38 in.
03060Pond3 2 of 3

3/30/2004 Village At Molts Landing
cdc , Swale Calculations
Swale Calculations
Intensity lio = 6.3 in/hr
5 :1 swales
RH = [(5)(D) / 2(sgrt(25+1)] v
= 0.49D
A = (5D)(D) 5
5D2
Q = (1.49/n)(A)(RH)2M(S)1n
Q = (1.49/n)(5D2)(0.49d)23(S)"n 5D
Dw = [(Q)(n/1.49)] / [(5)(.49)m(S)'q
Swale 1
Drainage Area =
0.25 acres
Q = CIA
Runoff C =
0.47
=
0.74 cis
swale length =
100 ft.
difference in height =
0.75 ft.
Slope (S) =
0.0075
n =
0.03
Da = 0.06
D = 0.34 ft.
Vel. = 1.30 fps
Swale 3
Drainage Area =
3.44 acres
Q = CIA
Runoff C =
0.47
=
10.19 cis
swale length =
150 ft.
difference in height =
0.2 ft.
Slope (S) =
0.0013
n =
0.03
D8 = 1.81
D = 1.25 ft.
Vel. = 1.31 fps
Swale 5
Drainage Area =
3.73 acres
Q = CIA
Runoff C =
0.47
=
11.04 cfs
swale length =
140 ft.
difference in height =
0.5 ft.
Slope (S) =
0.0036
n =
0.03
Dw = 1.20
D = 1.07 ft.
Vel. = 1.93 fps
5waie Z
Drainage Area =
4.13 acres
Q = CIA
Runoff C =
0.47
=
12.23 cfs
swale length =
100 ft.
difference in height =
0.1 ft.
Slope (S) = 0.0010
n =
0.03
Dw = 2.51
D = 1.41 ft.
Vel. = 1.23 fps
Swale 4
Drainage Area =
2.88 acres
Q = CIA
Runoff C =
0.47
=
8.53 cfs
swale length =
120 ft.
difference in height =
0.3 ft.
Slope (S) = 0.0025
n =
0.03
Dm = 1.10
D = 1.04 ft.
Vel. = 1.58 fps
03060
03060swales5 1 of 1

o�pF \NAT 6RQq Michael F. Easley, Governor
William G. Ross Jr., Secretary
CO(&7 North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 27, 2003
Dr. Arnold Sobol, Member Manager
Aftew Properties, LLC
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 030917
The Village at Motts Landing
New Hanover County
Dear Dr. Sobol:
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Village at Motts Landing on September 23, 2003. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review:
Please add a legend to the plans. On that legend, please detail the correct symbol for the
wetland areas. The plan contains lettering to distinguish the wetland areas, but many of
the letters are not on the submitted plans, and several areas contain a hatch that is not
labeled.
✓ 2. Please provide the existing and proposed contour information for the project.
V 3. Please provide the bearings and dimensions for the entire project area to be covered under
this permit.
4. Please revise the Street Cross Sections detail to state which roads are covered by which
detail.
✓ 5. Please delineate the drainage area to each pond.
6. Pond 3 does not meet the 3:1 Length to Width ratio. Please rejvise _Ihe pond to meet this
requirement. (O /� '�•Q(,-�(,l YL 40 10 Q �J _ LY 7t✓l:Q , a-o(& ba.RU—
v c�
7. Please revise the Pond #2 detail on page C2 to reflect the separated forebay/main pond
design. Also, please include the forebay section in the Pond #2 Dimension detail on page
C1.
8. Please revise the Pond #3 forebay section detail to match the Wet Detention Basin
Supplement. Also, the plans state that the elevation at which the forebay discharges to
the pond is 7.5, only 0.5 feet above the bottom of the forebay. Please consider raising
this elevation to allow more settling to occur in the forebay before discharging to the
main pond.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
AA
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
&Vit e cJ

Dr. Arnold Sobol
Page 2
October 27, 2003
9. Please add a note to the plans that all roof drainage must be directed so as to be picked up
by the pond.
10. Please provide a copy of the proposed deed restrictions to include all required conditions
and limitations. A copy of the required information is enclosed.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to November 27, 2003, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of all
required items, including the application fee.
If you need additional time to submit the information, please mail 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].
Sincerely,
40U-�U�
Laurie Munn
Environmental Engineer
RSS/:Ism S:\WQS\STORMWATIADDINFO\2003\030917.oct03.doc
cc: Laurie Munn
Phil Tripp, P.E.
Enclosure

Entity Names
http://www. secretary.state.nc.us/Corporations/soskb/Corp.asp?54847
I-&eM NP.4'n -net -fir Nvii ne
t:v;.k Lar
I hdoftii Carolina
t ; -., f � r, .�
Elaine F Marshall ►R E i OF T;1E:
_ Secretary :SECRETARY OF TAT
aCorporations Horne
'Important Notice
Corporate Forms
orporatins FAQ.)
'dTobaceo Manufacturers
W" Certification
'�,Onfine Annual Re o is
oSecrMty Of 8Home
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poem of Revenue
. .
,I! d99 Senate Bits
02001 Bill Summaries
4Annual Reports 1997
Corporations 1997
New
4%lew Payment Procedures
PO But 2%. 22 Raleigh, NC 276.25-0622 (9%)807-2000
Date: 10127/2003
Click here to:
View Document Filings
File an Annual Report I Print a blank Annual Report I
Corporation Names
Name Nanie Type
Aftew Properties, LLC Legal
Limited Liability Company Information
SOSID:
0637949
Status:
Current -Active
Date Formed:
7/11/2002
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Dorsett, Stuart B.
Registered Office Address:
1001 College Court
New Bern NC 28562
Registered Mailing Address:
PO Box 867
New Bern NC 28563-0887
Principal Office Address:
2020 South Churchill Drive
Wilmington NC 28403
Principal Mailing Address:
No Address
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1 of 1 10/27/2003 9:23 AM

ANNUAL REPORT FOR
LIMITED LIABILITY COMPANY
NAME OF LIMITED LIABILITY COMPANY: AFTEW Properties, LLC
SECRETARY OF STATE L.L.C. ID NUMBER: 0637949
FEDERAL EMPLOYER ID NUMBER 5 6- 2 2 8 8 4 6 8
SOSID: 0637949
Date Filed: 3/12/2003 8:35:00 AM
Elaine F. Marshall
North Carolina Secretary of State
230710108
21 07 1
FISCAL YEAR ENDING: 12 / 31 / 2 0 02
MONTH/DAYNEAR
CHECK HERE IF NMRMATION HAS NOT CHANGED SINCE MOST RECENTLY FILED ANNUAL
REPORT. COMPLETE LINE 8 ONLY.
1. REGISTERED AGENT & REGISTERED OFFICE MAILING ADDRESS
WASLAW, LLC, PO Box 867, New Bern, NC 28563-0867
2. STREET ADDRESS OF REGISTERED OFFICE WASLAW, LLC
1001 College Courts New Bern, Craven By: Ward and S .th, P.A., Manager
County, NC 28562
3. IF REGISTERED AGENT CHANGED, SIGNATURE OF NEW AGENT By
SIGNATURE NS11TUTES NSENTTO APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS HERE- ADDRESS- 2 o Z n J
CITY- W/L A^/�GrbA% ST4/�j ZIP- 29 f%3
5. ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERD 1�'' ! p I b 7 3 ' 2- ro z-j
PLEASE INCLUDE AUA CODE
6. ENTER NAME, BUSINESS ADDRESS OF MANAGER(S) HERE-
NAME- n,VC) ,RZ ! ADDRESS-
� S� c G1� uRtl�l/
TITLE C),�
NAME-
TITLE' 1 I I
NAME-
CITY- all L/l� /1Y %USX STVC ZIP- ?9�Ib3
IJ O44- ADDRESS- Za7-0
CITY- t� 14-.4l/;' G "Vi
ADDRESS-
CITY-
ST- VC ZIP- 20& J
ST- ZIP
7. BRIEFLY DESCRIBE THE NATURE OF USIlVES
& CER CATION OF ANNUAL REPORT, MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
2,13
FORM MU4BEIGMANAGER OF L.I-C. DATE
TYPE OR PRINT NAME TYPE OR PRINT TITLE

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
September 22, 2003
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: The Village At Motts Landing Phase I
New Hanover County, NC
TE 03060
Dear Linda:
de),
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, three (3) wet detention basin supplements,
two (2) sets of calculations and one check for the application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
t
Jennifer Rohde
JLR:dcb
ale
Enc. �Q�� it 't

September 16, 2003
Stormwater Narrative
The Village at Mott's Landing
New Hanover County, NC
TE 03060
The Village at Mott's Landing is an existing vacant 110.8 acre tract proposed as a
residential subdivision. The subdivision is designed in three separate drainage basins.
Each basin will be designed as high density and treated by wet detention. Each pond will
be designed to meet the State's 1" and the County's 25-year pre -post requirement.
Outflow from. all ponds drains to Mott's Creek, classification C-SW.
Drainage Basin #1 has an area of 67.53 acres. Within this basin, we propose 120 lots at
4,000 sf each (480,000 sf), 210,832 sf of asphalt streets, and 87,120 sf for future
development. This area will be treated by wet detention pond #1.
i.
Drainage Basin #2 has an area of 17.70 acres. Within this basin, we propose 59 lots at
4,000 sf each (236,000 sf), 67,311 sf of asphalt streets, and 67,500 sf for future
development. This area will be treated by wet detention pond #2.
Drainage Basin #3 has an area of 25.57 acres. Within this basin, we propose 44 lots at
4,000 sf each (176,000 sf) and 62,000 sf of asphalt streets. This area will be treated by
wet detention pond #3.