SW8080818_HISTORICAL FILE_20080925

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 M o s i g
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
loin ocl\
YYYYMMDD

Michael F. Easley, Governor
1
William G. Ross Jr, Secretary
rNorth
Carolina Department of Environment and Natural Resources
1
`C
Coleco H. Sullins Director
Division of Water Quality
September 25, 2008
Ken Coffer, Member Manager
Coffer Investment Properties ll, LLC
1202 N. Lake Park Blvd. Suite A
Carolina Beach, NC 28428
Subject: State Stormwater Management Permit No. SW8 080818
Coral Ridge
Overall Low Density Subdivision with Pockets of High Density
New Hanover County
Dear Mr. Coffer:
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Coral Ridge on September 22, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2006-246. We are
forwarding Permit No. SW8 080818, dated September 25, 2008, for the construction of the
subject project.
This permit shall be effective from the date of issuance until September 25, 2018, 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 150E 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 Malcolm Boney, or me at [phone].
Sincerely, �tIY
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mb: S:\WQS\STORMWATER\PERMIT\080818.sep08
cc: Jeff Malpass, P.E., Malpass Engineering, P.C.
New Hanover County Inspections
City of Wilmington Development Services
Beth E. Wetherill, New Hanover County Engineering
Malcolm Boney, NC DENR No`hcarolina
Wilmington Regional Office yaicarol u
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newalcrqualitvore Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50 % Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080818
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY SUBDIVISION DEVELOPMENT
WITH POCKETS OF HIGH DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, Session Law 2006-246 and other applicable Laws, Rules,
and Regulations
PERMISSION IS HEREBY GRANTED TO
Ken Coffer and Coffer Investment Properties Il, LLC
Coral Ridge
7160 Carolina Beach Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of an overall low density project with 2 wet
detention pond(s) to treat the pockets of high density, in compliance with the provisions
of Session Law 2006-246 and 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 September 25, 2018 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at
24% per the requirements of Session Law 2006-246 and Section .1005 of the
stormwater rules. This project is permitted for a maximum of 473,840 square
feet of BUA.
The stormwater systems proposed to treat the runoff generated by the
designated high density areas have been approved for the management of
stormwater runoff as described in Section 1.7 on page 3 of this permit.
4. The subdivision is permitted for 2 lots, each limited to that maximum amount of
built -upon area as follows: Lot 51 @8,285 square feet and Lot 52 @19,656
square feet.
All areas of this project will maintain a minimum 30 foot wide vegetated buffer
between all impervious areas and surface waters.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 080818
6. Within the low density portions of the permitted project, the only runoff
conveyance systems allowed will be vegetated conveyances such as swales with
minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and as
shown on the approved plan.
7. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
C.
d.
e.
f.
o.
p-
q.
r.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Townhomes, ft2:
Street, ft2:
Parking, ft2:
Sidewalks,
Other,
Offsite, ft2:
Average Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP ft2:
Permitted Storage Volume, W:
Storage Elevation, FMSL:
Predevelopment 1 year 24 hour, cfs
Post development 1 year 24 hour, cfs
Controlling Orifice: 0" pipe
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream:
River Basin:
Stream Index Number:
Classification of Water Body:
It. SCHEDULE OF COMPLIANCE
Pond 1
Pond 2
4.74
13.38
144,180
582,889
62,673
342
123,204
302,406
12,480
86,320
27,967
87,410
13,3520
94,688
6,552
30,819
180
3,169
62,673
0
3.81
3.43
90%
90%
1.5
1.5
16.5
16.75
251408
46,881
29,498
47,223
17.5
17.7
1.82
3.17
0.21
0.51
1.75
3
96,848
160,965
20,415
31,874
1/3
1/2
Telfairs Creek
Lords Creek
CPF
CPF
18-87-31.5-1
18-84
SC Sw
SC
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.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 080818
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
6. The runoff from all built -upon area within the drainage area of the permitted
stormwater system for the pocket of high density must be directed into the
permitted stormwater control system.
7. All roof drains shall terminate at least 30 feet from the mean high water mark of
surface waters.
8. 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.
9. The Director may determine that other revisions to the project should require a
modification to the permit.
10. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
must be recorded showing all such required easements, in accordance with the
approved plans.
11. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
12. 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.
13. 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.
14. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 080818
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 080818, 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 maximum built -upon area per lot is as follows: Lot 51 @8,285 square
feet and Lot 52 @19,656 square feet. This allotted amount includes any
built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas,
but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings,
is strictly prohibited by any persons.
h. Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters.
i. All roof drains must terminate at least 30 feet from the mean high water
mark of surface waters.
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. Built -upon area in excess of the permitted amount will require a permit
modification. Permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
18. 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 re -vegetation 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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 080818
19. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
20. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
21. 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.
22. 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 1/3 hp for pond #1 and
'/2 hp for pond #2
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form. The project must be in good standing with DWQ.
The approval of this request will be considered on its merits and may or may not
be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal), which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 080818
Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
10. 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.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 25th day of September 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tor Loieen ri. aumns, uirecior
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 080818
Coral Ridge
Stormwater Permit No. SW8 080818
New Hanover County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 080818
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
New Hanover County Planning Department
Page 9 of 9

MVQ USE ONLY
Date Received
Fee Paid
Permit Number
-,-�-.-) -,,-
- 31'l
5wV okok/P
State of North Carolina
Department of Environment and Natural Resources`
esources ��
Division of Water Quality
AUG 2 7 2008
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forru may be photocopied for use as an original
L GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Coffer Investment Properties II 1 u.e
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Ken Coffer Member/Manager
3. Mailing Address for person listed in item 2 above:
1202 N. Lake Park Blvd Suite A
City: Carolina Beach State: NC Zip: 28428
Phone: ( 910 ) 458-5605 Fax: ( 910 ) 458-7709
Email: ken©secofconstruction.com
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
7160 Carolina Beach Road
City: Wilmington County: New Hanover Zip: 28412
6. Directions to project (from nearest major intersection):
From the intersection of US-421 (Carolina Beach Rd) & NC-132 (S. College Rd) travel approx. 4.2 miles south
on US-421. Turn right on Bonaire Rd 'rhe site is on both sides of Bonaire Rd
7. Latitude: 34' 04' 50" N Longitude: 77' 53' 45" W of project
8. Contact person who can answer questions about the project:
Name: Ken Coffer Telephone Number: (910 ) 458-5605
Email: ken©secofconstruction.com
Il. PERMIT INFORMATION:
1. Specify whether project is (check one):
®New
❑Renewal ❑Modification
Foam SWU-101 Version 03.27.08 Page I of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number
3. Specify the type of project (check one):
and its issue date (if
®Low Density ❑High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
Ill. 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.
Stormwater in the pockets of high density will be treated in 2 wet basins. Stormwater in the remainder of the site
will be treated by sheet flow over grassed areas
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: 40.732 acres 4. Total Wetlands Area: 9.152 acres
5. 100' Wide Strip of Wetland Area: 8.317 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 39.897 acres 7. Project Built Upon Area: 23.18 %
8. How many drainage areas does the project have? 3
9. 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.
For high density Projects, com lete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Telfairs Creek
Lords Creek
Stream Class & Index No.
SC; Sw 18-87-31.5-1
C; Sw 18-84
Total Drainage Area (sf)
206,853
583,231
On -site Drainage Area (so
144,180
582,889
Off -site Drainage Area (sf)
62,673
342
Existing Impervious* Area (so
-
-
Proposed Impervious*Area (so
123,204
302,406
% Impervious* Area (total)
59.57
51.86
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
12,480
86,320
On -site Streets (so
27,967
87,410
On -site Parking (sf)
13,352
94,688
On -site Sidewalks (so
6,552
30,819
Other on -site (sf)
180
3,169
Off -site (so
62,673
-
Total (sf):
123,204
302,406
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall he calculated based on the current policy regarding inclus 0 Ai�t! e�u !�t n on area
percentage calculation. This is the area used to calculate percent project built u( on area�(BUA
Form SWU-101 Version 03.27.08 Page 2 of

Coral Ridge
Basin Information
Drainage Area 3
Receiving Stream Name
Cape Fear River
Stream Class & Index No.
SC 18-(71)
Total Drainage Area (so
1,047,221
On -site Drainage Area (so
1,047,221
Off -site Drainage Area (so
-
Existing Impervious Area (so
-
Proposed Impervious Area (so
48,230
% Impervious Area (total)
4.61
Impervious Surface Area
Drainage Area 3
On -site Buildings (sf
3,628
On -site Streets (so
-
On -site Parking (sf)
4.679
On -site Sidewalks (so
1.779
Other on -site (so
38,134
Off -site (St)
-
Total (so:
48,230
RECEIVED
AUG 2 7 Z008
BY:_-----

10. How was the off -site impervious area listed above derived? Assumed the 4 existing lots draining to pond #1
to be 100% impervious
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from httn'//h2o enr state.nc us/su/bmp forms htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.hhn.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Lora Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretentlon Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
AUG 2 7 ZOOS
Form SWU-101 Version 03.27.08 Page of

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 Office. (Appropriate office may be found by locating project on the
interactive online map at http'//h2o.enr.state.nC.us/su/msi maps.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• copies of plans and specifications (sealed, signed & dated), including:
TWO - Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & 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): Malpass Engineering P.C.
Mailing Address: 1134 Shipyard Blvd
City: Wilmington State: NC Zip: 28412
Phone: [phone] Fax: (910 ) 392-5203
Email: ieffmall2assaObizec.rr.com
VIII. APPLICANT'S CERTIFICATION
I, (print or hype )ionic of person listed in General Information, item 2) Ken Coffer
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .7000.
Signature: aU�l�F.T`�/yr ZZ
AUG 2 7 2008
Form SWU-101 Version 8.07 Page 4 of 4

P. 01
TRANSACTION REPORT
SEP-26-2008 FRI 02:12 PM K
FOR: NCDENR 910 350 2004
� >K
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
>K �
SEP-26 02:09 PM 93925203 2'39" 10 FAX TX OK 281
TOTAL 2M 39S PAGES: 10
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SKEET
Date:
Co:
Fax: , - !!�' aC�) ?�.
Re: _ C-0 fLp-C—
No. Pages (excl. cover):
Express Permitting
From: Sandra Exum
Phone [phone]
Fax: [phone]_
127 Cardinal Drive Extension, Wilmington, NC 28405. [phone] • An Equal Opportunity Affirmative Action Employer

MALPASS ENGINEERING, P.C.
1134 SHIPYARD BLVD.
WILMINGTON, NC 28412
PHONE: [phone]
FAX: [phone]
September 22, 2008
To: Malcolm Boney '
Environmental Engineer 11 ��� i 2 2008
Re: Request for Additional Information
Coral Ridge (SW8 080818)
Mr. Boney,
We are transmitting to you: 2 copies of the revised plan per your request.
Thanks.
RF(�FIVFD
SEP 2 2 7008
sy:; U Sd _

STORMWATER NARRATIVE & CALCULATIONS
CORAL RIDGE
FOR:
COFFER INVESTMENT PROPERTIES II, LLC
1202 N. LAKE PARK BLVD, SUITE A
CAROLINA BEACH, NORTH CAROLINA 28428
PHONE: [phone]
SEPTEMBER 15, 2008
PREPARED BY:
MALPASS ENGINEERING, P.C.
1134 SHIPYARD BOULEVARD
WILMINGTON, N.C. 28412
[phone] PHONE
[phone] FAX
SEP 1 5 2008

Narrative
Description:
From the intersection of US 421 (Carolina Beach Rd) and NC 132 (S College Rd) travel
approx. 4.2 miles south on US 421. Turn right on Bonaire Rd. The site is on both sides
of Bonaire Rd.
Total site acreage is 40.732 ac.
Acreage to be disturbed is approx. 32.15 ac.
Soils on site are mainly Wa, St, Ly, Kr, & Pm.
The purpose of this project is to create a residential subdivision. The project will be low
density overall with 2 pockets of high density. The stormwater in the pockets of high
density will be treated in wet ponds. There are 4 existing off -site lots that will drain to
pond #1. The lots were assumed to be 100% impervious. The stormwater from the
remainder of the site will be treated by sheet flow over grassed areas.
Erosion Control Measures:
The attached plans and specifications state or show required Sediment and Erosion
Control measures to be taken.
A gravel construction entrance will be constructed at the entrance off Carolina Beach
Road.
Silt fence will be installed as shown on plan and anywhere else sediment has the ability to
leave the site.
-Inlet protection
-Outlet protection
-Temporary Baffles
-Berm
-Sediment Basin (skimmer)
Construction Sequence:
The gravel construction entrance off Carolina Beach Road and silt fence will be installed
as shown on the plan. Then, construct the ponds, which will serve as sediment basins,
and install the temporary baffles. Install the storm drain pipe, inlet protection, outlet
protection, & utilities while only disturbing the minimum area necessary to install these
items. Then, clearing of the remaining portion of the site may begin. Upon completion
of any phase of activity disturbed areas will be seeded within 2I.days of no construction.
RECEIVED
SEP, 1 5 ?008
BY:

loc,' Sl(jl G{ 8,3--1 cGL.
pclj' e..f ttlea Po, c�(�KJa{.;..; ]�.,..t-y = 40,732 w .�
McIAMff—
Prop('- Qhe4 �or CQILl1It51ig3 den5i� � 31ss8 .a- �.-�.31:7 � �'" 9� 8.97li �.
trjr 34;Sg7'gc
7t r Ehl�re S 4 `v �e
I,ovv d�ns,ly B/Uerq# =too
9:575 a�
IMperrov f eq Hwnho,45es = 981 o'JO s,-f
rams = I I St 377 51':
sidewal%zz 34)ISD
pgrk,nj= 112170 ST
o4 er 10,2-77 sip
eGsf , g c�fr ; roan = 6� Q33 s,f.
lot 51 = V95 ST.
lof"52= 8,185+7O+505't 414 6=:19,6565•�
yl l' I'G7 5,�,
y11 !67 : g3.'60 SEP 1.5 2ppR
�BWA=. y� a�1,IGR/,,
BY:_

I
cc
LLJ
w
Rec, A
cfhe4 = 711971,74
imp, - wilpin9= 3,629 4,
f4r'ia, _ q,b79 s,F,
sidewalk= IJ779 sot
pool M4= 3300
13� 396 fA
1336 x 100!o c 12,60 �v
7i�971,7Y
L_=
area = 135�793 s,�,
rnP, gofA = ) Z 85 s.*
135,743
L—Of 5I
greq= 3Z9�917 sA
imP. area = 19) 656 sA
--329j e 17
-7 greq is iow Jen5;ty
RECEIVED
SEP 1 5 p00B
BY:____—_ —_

— 20n��53 y 5
a• —
mn, 12 +owrtr' x llD4 sf, = IZ� ISi >,
road = :279 67
driveway (ex;s+�nj IU15/
4 tXi54in¢ 04S,ie ;'i n
129 244 <,i'• 2,83
rl5E imp,=3 {j23cc,
I Ar
7;r',tf6 853'
IRA — 5 . .
2�
sa,
rin ;e-a, �? L iP = �1F:523(y�5��i35tli)- 11fy.4
rv�: ei SA vP = z NIX s,(,
Rv=
V5 + , JF`a
48(3423)�34{�ssjt�4(569�
= -85.7I
25`1G.
A.A 4L lean I �1�'6'� of s7vragt
SIZE' Gri=dE
1097 cf5
, G:6 <_"5
75' crfae ie75 t 1
_
4
If is-
SEP 1 .5 7008

POND #1
Perm. Pool Volume:
Surface Area:
Avg. Depth (ft).
Temp. Pool Volume:
Permanent Pool
Forebay.
Main Pond (1-10).
Main Pond (1-20):
Temporary Pool
96848 cu ft
25408 sq ft
3.81 OK
29498 cu it
CONTOUR
INCREMENTAL
ACCUM
CONTOUR AREA
VOLUME
VOLUME
STAGE
(sq ft)
(cu ft)
(cu ft)
(ft)
11&p4 2463
tl 121�".;mlp 2483
4, 'S13" E,�q')� 33M74
0
2463,27
2918.53
0
2463,27
5381.8
0
1
2
f r; �y14 1 i 387t7
( �,15-
$ P 16? s- "`vf+4982
16 5¢�..wuT��7ia 5278
3625.615
4145.4
4697.45.
2564.815
900Z415
13152.815
17850.265
20415,08
3
4
5
5.5
CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq ft) (cu ft) (cu ft) (ft)
0
0
0
3624.91
3624.91
1
4405.1
8030.01
2
5256.205
13266,215
3
6178.1
19464.315
4
7170.66
26634.975
5
8233.78
34868.755
6
9367.39
44236,145
7
5502,0225
49738.1675
7.5
CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq ft) ICU ft) (Cu ft) (ft)
1 9.. 1154 0 0 0
e � 10 E bb163� 1393.83 1393.83 1
y 11 i2188 1911.015 3304.845 2
12 1. �W'�1Z 281,7 2502.405 5807.25 3
133578, 3168.075 8975.325 4
3908,12 12883,445 5
1� 15-' 1 a,1• 5149 4723.08 17606.525 6
+ , 60$0 5614.555 23221.08 7
('1+it�f7814 3473.35 26694,43 7.5
CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq ft) (cu ft) (cu ft) (ft)
16 51' n25408 0 0 0
F 17�`4 30343 13937.8325 13937.8325 0.5
15560,685 29498.5175 1
2 f�rb SU
Forebay (% ): 21.08
OK
SEP 1.5 20OR

C_Oml Map
a
a
e
;y� J
z 'w
w
�s
9
rglj
.X 1]640 ,£
rocd= �7)4icJ; s.�.
a�iernale l;F!
3o2 40'(� 7o
9c in,, c� �_ x n,
1 J c
y fOr r49 n pniy j
9 8 i8;019� t g0(1 594, 74 (0125')+36_7E3)
79...M,
f
US 34 in 5.2 05205-1
ail,C�.l
m: rro, 5A c. PP' - ,05230.53.O,gQs'
L
9hf;,,f-4. v Eu t u
t1e.e 1 lecY s76'75f*'� siortt3� �371;575` `j618�i= U.
4fy 3 ori; ce !
152 o,K, ust 3 r:rik�c<
J
L7�
d'rl���own h'mr< (.5
� (6-
4 x 60 x 24 = 2'%7
`,�7152
RECEIVED
SEP 1 5 2008
BY:

C.oraI I idje
a
c
0
Pond Ir2A _
4421.370 �� _ ►0,16 ac
imR,- 73, iownh ;e.: x IS O a - 75 920
rnaJ = 52J 804 s�
s detNAlk= 2y)040 sf
f Afkin� SI,422 St
Ij 635 sf
2 3�826 s
23--"�� xID07, = 53
mP ` 42,)370. —
Ry= ,OS+.00y(5,3i)=
volume= �' (,52g7q. (10,I�)(y3�;bo1= 2.9,30.1
7mfiu- 2930 77,75 qo
Forebay size neeJeJ z —2' =' (2090� = 15,55
ev
dA = Iyaj l s = 3,29 nc
itnp IQ -hwn�rule$ x I� DNO SF
read= 34j601 ,
Sidemlk= 677q f�
parkhn9 = 13 266 sf
g4crro'e S oh IocAfi'oy�= I�53 si
66� 58� sF
1 gyp. = 6y 85i x l00n 47,27 96
l
R009(17,7) _ /N7'543
(29� 3bq t S 332)
Fuplazy size PWej
22.29 (209) =.
RECEIVED
SEP 1 5 7008
BY:

POND A2
Perm, Pool Volume: 160965 cu 1 Total Forebay (%j: 19.80
Surface Area: 46881 sq H
Avg. Depth (m: 3.43 OK Forebay (A) (%): 14.99486
Forebay(B)(%): 4.806939
Temp. Pool Volume: 47223 a H
Permanent Pool
Forebay(A): CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq H) {S (cu H) (cu H) (H)
{ fin' 1 2210, 7t 2008.92 2008.92 0
ki,
"2691 2453.98 4462.9 2
40 3234j 29624557425.355 3
�3W 35392 10964.555 4
5a ''°-.1' 45077 4176,005 15140.56 5
j51Y +5222 4864.79 20005,35 6
75 5794� 4131,07125 24136,42125 575
Forebay(B) CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq H) (cu ft) (cu H) (ff)
f v i.10, 'Is 24 0 a 0
^ 711� � �' 393 303A9 303.19 1
63� 512,545 815,735 2
#'� 4(0 13 �`-` 1j}iiiiii920 776,275 1592,1 3
1089.26 2681.27 4
i 75 4 u1650, 1454.145 4135,415 5
72099i 1874.685 8010.1 6
�Sqy lD g"76 �250'i,� 1727.37375 7737A7375 6.75
Main Pond (A): CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq H) (cu H) (cu ff) (H)
Wy.1383'� 0 6 0
.p� 0 24971 193979 1939.79 1
{,"' Jt q�4501! 3499.15 5438.94 2
r *' 72 :+' i 63W 5428.33 10867.27 3
af31' ta183187336.5 18203.77 4
14.,10415) 9366.305 27570.075 5
2656! 11535.71 39105 785 6
Rz,, ,F,181 "'J504V 13850.695 5295648 7
762` 15665` 3838.75625 56795.23625 7.25
2PI. 8952.1575 65747,39375 7.75
Main Pond (S): CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq H) (cu H) (cu H) A
240 0 0
i 7- 3020.99 3020.99 1
tl% v111 2 --t 4943 4264.785 7285,775 2
d i21t 6394 5658.51 12954.285 3
73 �7942� 7168.13 20122.415 4
i �4 t 9609 8775.47 28897,885 5
15y ✓t 1�7504 1055642 39454.305 6
51970.7
a �16 135291 72516.395 51970.7 7
�1625 t ` 14050� 3447265 55417,965 7.25
i 1675(Ar 17652! 7925,41 63343.375 7.75
Temporary Pool
CONTOUR
INCREMENTAL
ACCUM
CONTOUR AREA
VOLUME
VOLUME
STAGE
(sq H)
(cu H)
(cu H)
M)
e41
77.25 ;y?� 46632
23378,2341 5
23378.235
0.5
$u I4'F7,F347d
23845.37175
47223.60675
0.95
OK
RECEIVED
SEP 1 5 2008
BY:

,
Sr7e pond ov4' I S�rgni re5 gaq;'g54 vai
y
volurr,� of wx+er �;Spl4r�d = (6x 6 x p;��+ �5x5x 4,3� = 125,r 43
we yfk aj wo4Er s��tre = 6Z, y D% z (I Z 1= ? 1, 2 �b
vo�ume OF concrG ((x�k,'1, + (>x5 4;3)— (' Xx ,13}l —
o ('12- — T(y 2I: (0,5
55, 773.
of concre-le = jyct Jjya (SS.77%= $ 03G.SP
t�s
adr� 6,75 cr jrou+ > 1 1y (4x y x 75) = 1)728 �bs
1,D�j ;19Nanv2 �O�ce = f-7.2; + 3 030,P .'_ 9,7 59.89
PBnp ��
volume Gf wabFr d;sP)a(eu = (t' �3x 0,5% + �5xi x5S35_) 15175� 3
we uM arc wa4er d,sp)u(ed = 62'1()R75) = 9, `i 59.,1 ii
Vo)ume ap cancr;le = l�"G x 23x,25x,5
=Sx.,Z( 5
—7.5X,5, — y 1 �--
= (5 :fit 7
wey)r of conCr??f = I'-j4 (65,17j =
9 3 b,q:49 ibs
Ids I,0 �+ df grain 7 144 (y x 4 K 1I 2) 30y 1�
1
ivT l dv navat2� iWe = 2f �o`1 {- 93.4,98 = II, 6 99.48 °
RECEIVED
SEP 1 5 2008
BY:----

td3
522 r5090 (Sl
m 157 L !S• �
Ig,0s, / in/vf crntYhlf
522:..i5)'` r5096(Sl)(,G13)2 +
-Z25 = l9.31 + 15' L 151.33 + 1,51 = 12•32 / inF2t cmfrds
2 -for oA4
50? (>`/ ,dt3 Z
Ib ,3=
t 1 5J = 1� 17' Illtf 7 COnil6f5
J
Llo
522 .92)2
s�,
225= 18,15 ,. E-11 , £'' [sa1Fig���'�`1 t 1,5] = 18,17� rn Cenf�f!4
QSSuihE iA;lwcr`E'J- Al 'F p, 0{ oui)e,' PIP,? `` f Pond �2
RECEIVED
SEP 1 5 2008
BY:_�_

Precipitation Frequency Data Server
Page I of 1
POINT PRECIPITATION aty r�
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14 `4..,.•�'
NORTH CAROLINA 34.08055.56 N 77.8958333 CV 16 feet
Irvin "t+eci nation -Frequency An as of the united sines' NOAA A, - Ia. V plume 2, versmn 3
QM, Bortnin, D. Martin, B. Lin, T. P.t vi , M Yekta. and D. Riley
NOAA. NeGonal Weather Sauna, Sit,, Spnng, hLc,dmtd, 2004
Esemched'. Fri May 162008 _
Confidence Limits asonality 11 Location Maps IS data 11 Maps elpocs 11 U.S. Map
Precipitation Frequency Estimates (inches)
FA
rears
(+ )
nun
I0
min
❑❑�❑�
IS
min
311
mm
60
mm
1211
mm
311r
(-hr
12_hr
2J Ilr
48 hr
4
(Iay
7
Agc
Ill
cWy
211
Any
30
Aay
45
day
60
der•
=
0.54
0.86
L07
1 47
183
2.17
31
2.91
3.55
4.55
Ej
3.41
4.17
537
6.41
4.01
4.86
630
EE
4 64
5.62
7.21
8.60
5.14
6.20
Z86
9.27
r 84
7.04
8.85
1036
6.56
7.86
9.74
1132
SF807
10.48
12.77
14.67
10.REEF'
12.91
1550
17.60
16.02
19.00
21.41
6 48
19.42
22.73
25.36
=0.64
L02
1.29
1.78
2.23
2.65
2.82
3.61
4.27
00.75
1.19
1S1
2.li
2.fi
3.37
10
0.83
133
1.68
2.43
3.17
3.96
25
0.94
1.49
1.89
2.80
3.73
4.18
4.81
5.53
5.26
6.11
6.66
7.76
8.99
7.96
934
10.89
9.49
1122
13.19
10.71
12.57
14.67
I1.38
13.21
15.23
12.58
14A5
16.49
13.60
I5.51
17.58
1737
19.59
21.95
20.51
22.84
25.24
24.73
2738
30.08
28.89
31.64
3438
50
1.01
1.62
2.05
3.08
]001
.10
1.75
2.21
338
4.65
631
7.05
200
1.18
1.87
2.36
3.67
5.15
7.16
8. 00
1037
12.64
15.44
17.06
17A8
18.71
19.82
24.45
27.73
32.87
37.li
80
1000
138
EA2.73
4.4i
6.44
9.49
0606
1492
17.Ti
22. 44
2o.9S
24.01
24.T
25.80
30.93
33.98
39.68
40.62
These precipitation
frequenry estimates are based on a partial_du-m ion Sa_rielf, AM the Average Recurrence Interval.
please refer to the EgwentaQ for more information. NOTE: Formatting forces estimates near are 0 appear as zero.
RECEIVE%
SEP 1 b nog
BY:
http://hdsc.nws.noaa. aov/cf4i-bin/hdsc/buildout.perl?type=pf&units=us&series=pd&statena... 5/ 16/2008

Precipitation Frequency Data Server
Page 1 of 1
POINT PRECIPITATION A' ��l
FREQUENCY ESTIMATES i- r
FROM NOAA ATLAS 14 �..,
NORTH CAROLINA 34.0805556 N 77,8958333 W 16 feet
from-Neciplmnon-mcq—cy Art — of rh. UnimJ Srm.: 50AA An- 14. Vol— 2. Vosion 3
QM. florin, D. 4fartin, R. Lin, T. Parsybok, NI.1'ekte, and D. Riley
NO.AA, National Weather Service, Silver Spring, Marylead, 2004
' These precipitator frequency estimates are based on a partial dungeon- series, ARI is the Average ReNQeaee Interval.
Please refer to the dpgymenlpQ for mare infarmaton. NOTE: Formattrg forces estimates near zero to appear as zero.
6ocs 11 U.S. Map
RLCJf.. j V E]D
SEP 1 .5 �008
BY:___
http://hdsc.nws.noaa.gov/cgi-bin/hdsclbuildout.perl'?type=idf&units=us&series=pd&staten... 5/ 16/2008

a
M
d
c
0
a
W
J
w
Ln
MJ
Pppegk Flow calwlq{ o_s
IYr 24 6r pre ��veloPmac3 �'sc�
C11
95(9,N23`P_ �t _Z (1327] ,i7405
�1$05(o9)(q.75:' = 22, 65 err
Ponj # 2 .T"M = 1.33 hn =7 "Yr = I,58 n%hr
d,4,= S83,23) sf 13,39 a�
�_ USe imQ.. area used .in rouse _
,15 (1,58)(I13,39) = 3,17 L6 1160- 1yr� 291,r pre dtvJvp ar 41s6bare
Cpos� , = 95 S.oiq +, 2 5,371. s 65•
/
13,3r9
QIYr'POS�",. ,65i (6.`i`1)(13,39)— 36.05 c�5 .
RECEIVED
SEP 1 5 2008
BY:

PROJECT:
LOCATION:
DISCRIPTION:
Gen.- CFS
Opost= 23 CFS
!R7 23 min
ROUTING SUMMARY
aR 4, IR POST f
S Z
CONTOUR INCREMENTAL
ACCUM
CONTOUR AREA VOLUME -
VOLUME STAGE
Ins
In Z
Z e.t
(.B R) lcu n)
lca o/ (It)
(fo
60
30345 131915676
0
13937 05
9.5424
046(t4083
31916fi]5
458535075
15
103019
0409
09163
W97B0125
2.5
11,6169
09163
3556835f4929961
255604085335II4.WI
L'I
109T90125
110959.0125 3.5
tt.6tfi9
1 2528
342]]J1549#
Ks= 29531
0. 1.07
INPUT DATA :
OUTPUT DATA:
PEAK FLOW-
Op= 23 cK
Initial ztaBe=
165
ft. msI NORMAL
WATER LEVEL
TIME TO PEAK=
Tp= 23 min
Normal furnace area=
2540845
at OR===
0.58 ac
DELTA TIME
t1T= lzc2 min
Peak oul0orv=
021
Gs
Peak stage=
1J.90
ft. mitt
Ks= 29531
Peak...''-
42542 71
cf
p= 1,07
Peak fimmi.,a.=
32545.52
5f OR===�
0.75 ac
zn= y.1ti ft (ran
RISER Eli
Dr- - 01 In OR--
Lt1= al
0
AND Wit-- �
- 'Jj ft
RISER CIR=
Cr- 16.00 It
L2= ``` 4,
RISER AREA=
A, 1600 M
ISM
WEIR ISER=
WEIR
Got,God, 30T
COEFF.CEFF
COEFF. RISER=
Otl� rgUB
CREST ELE. RISER=
Zcr- 193 11
N
Q
W
nl
Win
ry
u
o-
�j,J
(1�
W

�AS
8001 s � d3S
0
ww�owrc
Z WU04M MEW
WSW
333303
tLLLL N
�W,pLLpsw
2 �wUV6
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PROJECT
CORAL. RILGE,�4`TYPOND p2+J'e
LOCATION:
�IN�N.'.HPI.'OG'ER COUNTY
DISCRIPTION:
Opre= 1293 CFS
O'm- 56 OFS
-
NO SUMMARY
T_QQ__-21 _
[VR'24.,(1t3;pO5T �(tE',(CFJq,II'{SAW,[.tETH00?g
ROUTI
S 2
CONTOUR INCREMENTAL
ACCUM
CONTOUR AREA VOLUME
VOLUME STAGE
Ins
InZ
Zest
(aR Ip (a e)
(a lt) (n)
l61
1fii)5 18881 D
D D
})f23.a. 50692 258)8.235
- 258)V75 0.5
11.1570
0506]64955
a3iF ,18N 6t1J5 441 J].6025
]0055.6175 1.25
11.15]0
02231
0B109
123W11176
's19 A;0]3)J
225
122W2
0551"27395
)0769
2040296125
204861.0125
122302
1.8109
1.4469
3225195942
]fi9868
21 58
425
261866.4338 425
126186S,192
1M69
42902IM87
4456511925
,s6D2ai
2125 5189T 2026662125
30213J 4]JB 4.5
126186
1.5041
4.56511925
Ks= 55329
F- 1,12
INPUT DATA :
OUTPUT DATA:
PEAK FLOW-
Op= 56 ds
Initial stage=
1675
IT, mtl NORMAL
WATER LEVEL
TIME TO PEAK=
Tp= 21 torn
Normal suds area
45881.00
at OR===>
LW ac
DELTA TIME
eT= +�. =`2in
Peak outflow=
0.51
ds
Peak stage =
18.38
6, msl
Ks= 55329
Peak storage
9513645
cf
b= 1,12
Peak aurlace area=
6554049
s1 OR===a
L50 a
Zo= - 16Q5] fIInto
RISER DIA.=
Dr- ] In OR�=
Lr1=FY
It -
AND Wr
9't-F'I It
RISER CIR=
Cr- 1600 ft
Lr2= SE41
RISER AREA=
A, 16.00 sl
1600
WEIR COEFF. RISER=
LWr- n.` 30
ORIFICE COEFF. RISER=
On, °O6
CREST RISER=
Zcr- '.206 It

BARREL CIA= DO
-.18
in
'
INVERT ELE. BARREL- Z
'18 ]5
11
ORIFICE COEFF. BARREL= Qd5-
SPILLWAY LENGTH= L
' �fl§
II
•1
WEIR HEIGHT
WEIR LENGTH
.Ilrr-
Lw=
Ze=
0'15 FT
025 FT
} 1] ] FT
-
TOP WEIR ELE.
1795
p2
WEIR HEIGF
WEIR LEND
WEIR ELE.
Hw=
Lw=
Ze=
a2FT
�a2$ FT
192E FT
SPILLWAY ELE= 2
WEIRCOEFF= Cr
206� II
'30
WEIR ELE.=
WEIR COEFF (WEIR)'
Cti^rr
j3
WEIRCOEFI
Cwrr
3t"
'
ORIFICE COEFEIWEIR
ORIFICE
CO
Cdvr
'�06
CONTROL ORIFICE CIA.(DEM) OR=
- ?3
in
WEIR AREA-
Wa
0W25 SF
WEIR AREA:
Wa
00625 SF
4 OF DRAWN DOWN ORIFICES YDo=
1
INVERT EL ORIFICE(5)= Zoi=
' Sin(t
ORIFICE WEFf.= Ctla=
'6
-
SOIL INFILTRATION
SOIL PERMABILITY Pa=
�oginatin(a Wtv)
Ps=
0.NO d4 0 pond inv
_--TIME
===-INFLOW
=====STORAGE
STAGE
--------------------------------------
Oonfire(s) Omer (WEIR) Qn er (OFF.)-_-_O6arrel
Qsp,B y--Oinfil
1 OweiRwair) 1 D,rYir(anl.l 2Oweir(wei0
20.veir(wit)
Om18i
(min)
(ds)
(cu B) (a)
(cfs)
--_-_--_
(cfs)
_________
(da)
(aa)
(cfs) _ _________________
(cfa)
(da)
(dIO
(cfs)
(da)
(U57
_______
_
_ ___-
0
_________________-__._____________________-
0
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16]5
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1.24
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0.00
0.00
000
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000
4
486
149.22
1676
000
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0.00
6
10.54
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0.01
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C IVED
&ela:g8
BY:

�9
Michael F. Easley, Governor
September 11, 2008
Ken Coffer
Coffer Investmentsll, LLC
7160 Carolina Beach Road
Wilmington, NC 28412 .
Subject: Request for Additional
Stormwater Project No.
Coral Ridge
New Hanover County
Dear Mr. Coffer
Information
SW8 080818
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Coral Ridge on August 27, 2008. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the
stormwater review:
The average head used to calculate the discharge rate and drawdown time from the
pond should be calculated based on Section 3.5.2 of the 2007 BMP manual. The
September 28, 2007 version of the BMP Manual changed the average head
equation from H/2 to 1-1/3. Please make this correction in your calculations and make
any adjustments to the system as necessary.
2. Please clearly indicate the location where the runoff from pond 2A and 2B will drain.
3. Please provide the supplement, soil report, and calculations to permit the infiltration
basin or demonstrate a design the does not include the collection of storm water
runoff. Runoff from the recreation area is being collected, therefore the proposed
infiltration basin must be added to the application.
4. Please note that a revision to one number may have a domino effect on other
numbers, which may require revision of the applications, calculations, supplements,
plans, details, and associated documentation. Please verify all numbers are correct
to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to September 19, 2008, 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, email or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 30 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.
r4�"hCarolina Ix
aturn//Y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: wwwncwatergualilvore Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50 % Recycled/l 0% Post Consumer Paper

Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
Malcolm Boney
Environmental Engineer II
ENB/mb: S:\WQS\STORMWATER\ADDINFO\2008\080818.sep08
CC: Jeff Malpass, Malpass Engineering, P.C.
Malcolm Boney, NCDENR
Wilmington Regional Office

P. 01
TRANSACTION REPORT
SEP-12-2008 FRI 04:20 PM
FOR: NCDENR 910 350 2004
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
SEP-12 04,19 PM 93925203 39" 2 FAX TX OK 164
o2of WAT§i,
� r
(1 �
September 11, 2008
Ken Coffer
Coffer Investmentsll, LLC
7160 Carolina Beach Road
Wilmington, NC 20412
Subject: Request for Additional Information
Stormwater Project No. SW8 080018
Coral Ridge
New Hanover County
Dear Mr. Coffer:
TOTAL 39S PAGES; 2
Michel F. G.t,. Dwemm
Willi.n G. ROu 3r. Smcbry
NOMO lift Depurmen OfG.vi,mmem end NGu Re[ouav
WO H. Sullins Dimcmr
Dlvivim Of W.. Q.W'9
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Coral Ridge on August 27, 2006. A preliminary review of that information has determined
that the application Is not complete. The following information Is needed to continue the
stormwater review:
1. The average head used to calculate the discharge rate and drawdown time from the
pond should be calculated based on Section 3.5.2 of the 2007 BMP manual. The
September 28, 2007 version of the BMP Manual changed the average head
equation from Hl2 to H/3. Please make this correction in your calculations and make
any adjustments to the system as necessary.
2. Please clearly indicate the location where the runoff from pond 2A and 2B will drain.
3. Please provide the supplement, soil report, and calculations to permit the infiltration
basin or demonstrate a design the does not include the collection of stone water
runoff. Runoff from the recreation area is being collected, therefore the proposed
infiltration basin must be added to the application.
4. Please note that a revision to one number may have a domino effect on other
numbers, which may require revision of the applications, calculations, supplements,
plans, details, and associated documentation. Please verity all numbers are correct
to ensure consistency in the application documents.
Please note that this request for additional information Is In response to a preliminary review.
The requested information should be received In this Office prior to September 19, 2008, or the
application will be returned as Incomplete. The return of a project will necessitate resubmittal of
all required hems, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for
a time extension to the Division at the address and fax number at the bottom citrus letter. The
request must indicate the date by which you expect to submit the required Information. The
Division is allowed 30 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. ��n,csrW
✓vmumr%ry
NOM Gv0linu Divldon of Wer<r Queliry 127CaN D,miulxdwn Wilminnvn.W21403 AO. (910)N6-7216 Onumer9mlm
Wilml„emn Repbnel Of(m Int 1: ww.nemr<r00.0ry n.. Fa (9I0)3562 14776 U743
M Egwl CPPo VUMr Acton En" -M Rwytl fftF 1Cma Pryer

. >K
FOR; NCDENR
>K
SEND
DATE START RECEIVER
P. 01
TRANSACTION REPORT
SEP-12-2008 FRI 04:21 PM
910 350 2004
TX TIME PAGES TYPE NOTE
M# DP
SEP-12 04:20 PM 94587709 31" 2 FAX TX OK 165
K TOTAL 31S PAGES; 2
,020E W A7,zq
� r
P 'c
September 11, 2008
Ken Coffer
Coffer Investmentst, LLC
7160 Carolina Beach Road
Wilmington, NC 28412
Subject: Request for Additionallnformation
Storrnwatar Project No. SW8 080818
Coral Ridge
New Hanover County
Dear Mr. Coffer:
Miw i F. S lq, aovemot
William 0. Roae J.. S."Wiy
No Cwli,n lkpmlmml of Pnvlmnmem m,J Nutmd Neseurcee
Celmn H. SO4.. Direnter
Divuia,orWNer Quality
The Wilmington Regional Office received a State Stommvater Management Permit Application
for Coral Ridge on August 27, 2008. A preliminary review of that Information has determined
that the application is not complete. The following information is needed to continue the
stormwater review:
1. The average head used to calculate the dlscharrgge rate and drawdown time from the
pond should be calculated based on Section 3.5.2 of the 2007 BMP manual. The
September 28, 2007 version of the BMP Manual changed the average head
equation from H12 to H/3. Please make this correction in your calculations and make
any adjustments to the system as necessary.
2. Please clearly indicate the location where the runoff from pond 2A and 2B will drain.
3. Please provide the supplement, soil report, and calculations to permit the Infiltration
basin or demonstrate a design the does not include the collection of storm water
runoff. Runoff from the recreation area is being collected, therefore the proposed
Infiltration basin must be added to the application.
4. Please note that a revision to one number may have a domino effect on other
numbers, which may require revision of the applications, calculations, supplements,
plans, details, and associated documentation. Please verify all numbers are correct
to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested Information should be received in this Office prior to September 19, 2008, or the
appllcatlon 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, email or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must Indicate the date by which you expect to submit the required information. The
Division is allowed 30 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. ry mlina auf y
Narlh Cemllne Oivkion ofWaiar Quality 127C mWDriveF town Wihni,,..,1JC28409 fhono(910)796.7216 euawnarS.ia
Wilnivt.lteyooal OJrice Wemn: JrkW.6Gtl'YlemwOtv.ara Fax (910)2JO-=4 1-877fi24749
An Emul OppoMr9lAR�maWe Antlan Empbfx-50%NxJdnd110'b PmI fgvumu Paper

:Land Management Group 9104520080
08/26/2008 09:30
#229 P.002/002
f
AkUMG
LAND MANAGEMENT GROUP cuc.
Environmental Consultants
Jeff Malpass
Malpass Engineering, PC
1134 Shipyard Blvd.
Wilmington, NC 28412
August 28, 2008
Reference: Seasonal High Water Table for Storrnwater Infiltration at Coral Ridge
Subdivision, New Hanover County, NC.
Dear Jeff:
On February 18, 2008, Land Management Group, Inc. evaluated this parcel for seasonal
high water table determination within the area designated for stormwater pond construction.
Soil borings were made at the center of the proposed pond structures. Soil profiles were
evaluated from the surface down to a depth of 72 Inches.
The SHWT for the northern pond area is estimated by morphology to be at 65 inches below
the existing soil surface. The topographic survey shows this area to be 18.48' msl and
would result in a SHWT within the structure of 12.98' msl.
The SHWT for the southern stormwater pond area is estimated by morphology to be at 60
inches below the existing soil surface. The topographic survey shows this area to be18.98'
msl and would result in a SHWT within the structure of 13.98' msl.
Please do not hesitate to contact me if you have any questions regarding the soil resources
below any proposed stormwater device that is proposed within the study area. I may be
reached at 910-452-0001, or at [e-mail].
Sincere[
G. Craig Turr
NC Licensed Soil Scientist, #1091
SC Professional Soil Classifier, #57
S.0 Certification
Number 57

LMG
LAND MANAGEMENT GROUP mc.
Environmental Consultants
Jeff Malpass
Malpass Engineering, PC
1134 Shipyard Blvd.
Wilmington, NC 28412
Reference: Seasonal High Water Table for Stormwater Infiltration at Island Palms at
Carolina Beach, New Hanover County, NC.
Dear Jeff:
On March 26 -27, 2008, Land Management Group, Inc. evaluated this parcel for seasonal
high water table determination within the area designated for stormwater pond construction.
Soil borings were made along the northern edge within the pond bottoms for the pond
structures. Soil profiles were evaluated from the surface down to a depth of 48 inches.
The soil permeability within the profile is described for the horizon that is 24 inches above
the SHWT for each profile is shown in the following table:
Permeabm 24,
yv
�e-' above SHWTrt"1
`"@,
..Hole?_ ;Horiion .,.:De th .a.>.,63 Color,_x,! Texture.., (inches/nour)a ,
ra
^2- � - E-.�
�; 4e a
..white •-
�;�,s�,
�,�10 4
'
.
:. white '�10�4
z5M cMMM
09M
rw te.... .:
s0 2
M=10 a1,4.. .
3ia'
7 E
�d77,w
ShR �'
10-� 4
gray,
s
*!
The permeabilities shown in the table are estimated by morphology and are expressed as
inches below the existing soil surface.
Please do not hesitate to contact me if you have any questions regarding the soil resources
below any proposed stormwater device that is proposed within the study area. I may be
reached at 910-452-0001, or at [e-mail].
RECEIVED
AUG 17 2008
BY::!-- 1
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington,
NC 28402

LMG
LAND MANAGEMENT GROUP imr-
Environmental Consultants
0
Number 57
Sincerely, _
,,.,,,
/ G. Craig Turner
NC Licensed Soil Scientist, #1091
SC Professional Soil Classifier, #57
Au6 2 1 2008
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington,
NC 28402

!6
S;:oil, Bonn
Location
Depth to Seasonal--
High Water Table"
y4
^Vr. Max
3z 1 .,f�N
tTe "'Y x:! lv'cbtRz�'
PLonds �>� -
of "G-fib..w�. t, ry.��nr'nrn�',7�1k
�a e6 `" yy yyz4
N `"3 xy2 Y t1 c+"N
»rs_..—.�liLs �Y➢ ..J,u�-.
b {(fie 9 F Mu YY" 4 ]Y 1'
Aiil
� ..�L' S Y...J...? .:
t.{^^T'nA}'P 'f tih44 4� F��». Yt�
t1*....
3
House
58
4
House
58
5
House
62
6
House
38
7
House
32
8
1 House
36
Coral Ridge
Job #: 03-08-106
3-27-2008
4/8/2008
Soil boring location are approximate for field
identification only. SHWT determinations are based
upon field morphological determinations only and are
subject to review and concurrance by DNER
personnel. RECEIVED
AUG 2 7 2.008
mot, sk��y �GY
FINAL REPORT ByJ� `�—
LMG
LAND MANAGEMENT GROUP mc.
Environmental Consultants
Soil Borings
for
Stormwater Design
Figure 1

Page 1 of")
Jeff Malpass
From: Mikaela Anderson [[e-mail]
Sent: Friday, June 13, 2008 12:52 PM
To: [e-mail]
Subject: FW: Coral Ridge subdivision, Bonaire Road, SAW-2008-1715
Attachments: bonaire wetland.pdf
Mikaela Anderson
Office Manager
Wetlands Division
The Clark Group
Post Office Box 10136
Wilmington, NC 28404-0136
Phone: [phone]
Facsimile: [phone]
Web: www clarkgroup._us
This transmission (including attachments, if any) is intended for the use of the individual or entity to which it is
addressed and may contain information that is privileged, proprietary, confidential and exempt from disclosure.
you are not the intended recipient, you are notified that any dissemination, distribution or copying of the
communication is strictly prohibited. If you have received this communication in error, please notify the sender
and delete this transmission immediately.
Thank you
From: Garvey, Kimberly L [ma ilto: Kimberly. [e-mail]
Sent: Wed 6/11/2008 1:46 PM
To: Linda Lewis
Cc: Gary Mitchell
Subject: FW: Coral Ridge subdivision, Bonaire Road; SAW-2008-1715
Ms. Lewis,
The attached survey accurately depicts the location of waters and wetlands of the US. There is an area on the
front of the parcel (421 side) indicating that it is under review. This area is still being reviewed, but the boundaries
of this area are accurately depicted and there are no wetlands outside of it that are not already on the survey.
If you have any questions, please let me know.
Kimberly Garvey
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-L
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Phone: [phone]
Fax: [phone]
Email: kimberly,l,garvey@saw02 usace_army_.mil
hitp://www saw; usace.a_rmy.miIfWETLANDS/
http://regulatoi,v.rrSacesurv_ey. om/
AU 6 21 i oun
Qn4ionnQ

Page 2 of 3
From: Gary Mitchell[mailto:[e-mail]]
Sent: Tuesday, June 10, 2008 12:06 PM
To: Garvey, Kimberly L
Subject: Coral Ridge subdivision, Bonaire Road; SAW-2008-1715
Kim,
We will include the 2,604 square feet between wetlands B and D as part of our impacts, if this
is acceptable to you please identify to Ms. Linda Lewis that the wetlands are correctly
delineated as the stormwater permit process is waiting on this to move forward. Thank you for
your time and consideration in this matter.
Sincerely,
Gary A. Mitchell
From: Gary Mitchell
Sent: Wed 5/28/2008 11:10 AM
To: Garvey, Kimberly L
Subject: RE: Coral Ridge subdivision, Bonaire Road; SAW-2008-1715
Kim,
We have researched the historical aerials, which neither deny or confirm the presence of the
existing road, which is indicated by the area of upland between wetlands B and D. However,
based on previous discussions we have agreed and will continue to agree to include this area
in the impacted area with the forthcoming permit application. Also, what did you think of the
photos we provided of the small pocket designated as an A.E.C. within this site? It is still
dehydrated, even after several rainfall events.
Thank you,
Gary A. Mitchell
._.....__ __.... __..__.____ __ _ __. ._.._ _.. .._.._.... _____ _. v G
From: Garvey, Kimberly L [ma iIto: Kimberly. [e-mail] mil] �E l l
Sent: Tue 5/27/2008 4:30 PM AUG 2 7 7009
To: Gary Mitchell; Mikaela Anderson
Subject: Coral Ridge subdivision, Bonaire Road; SAW-2008-1715 BYE
Gary,
This project has been assigned Department of the Army # SAW-2008-1715. Please use this number in all future
correspondence.
The survey does not appear accurate based on my notes from that day with Brent. Specifically, my notes indicate
that wetlands B and D (flag lines) are connected, which is not shown on the survey.
oi1)rnnnQ

Page 3 of 3
Kimberly Garvey
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-L
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Phone: [phone]
Fax: [phone]
Email: kimberly,[e-mail]_army.mil
h,ttp://www.saw.usac-e,army.MiIfVVETLANDS/
http:(/rcgu latot},. gsacesu I'N'CV,com/
From: Gary Mitchell[mailto:[e-mail]]
Sent: Wednesday, May 14, 2008 11:27 AM
To: Garvey, Kimberly L
Subject: Bonaire Road
Dear Ms. Garvey,
This correspondence is in regard to the. tract of land comprised of approximately 41.8 acres,
located adjacent to the north and south of Bonaire Road and west of Carolina Beach Road,
County of New Hanover, State of North Carolina. This is the same site which you visited with
Mr. Brent Ashley on February 26, 2008. It is our understanding that during this site visit you
concurred with the wetland lines, with the exception of a small pocket near the southeast
corner of the property which. you agreed to review at a later date. Please find attached a PDF
copy of the wetland map for this tract, complete with the revisions per your request during the
site visit, including the aforementioned pocket labeled as an area of concern. As we would like
to move forward with work on this project and have a meeting with Ms. Linda Lewis to discuss
stormwater next week, I would like to respectfully inquire whether you could perform the same
favor for this project as you did for Shallotte River Village, being that you email her with a copy
of the wetland map and let her know that you have verbally approved the wetland lines,
although you have not signed a map. Thank you for your time and consideration, please
contact me with any further questions or comments as to this matter.
Sincerely,
Gary A. Mitchell
PUG 2 � tiDD
8/26/2008

WETLAND CERRFICA77ON
The wetlands identified on this plot were located
using a Trimble Geo XH GPS Receiver which
delivers differentially corrected C/A positions to
sub er.A. a and by second basis.
4. -.�
ova8. Floyd .L. . - 4
CORPS CERTIF7CATION
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act, pursuant to the 1987
Corps of Engineers Wetlands Delineation Manual, as
determined by the undersigned on this date. Unless
there is a change in the low of our published regu-
lations, this determination of Section 404 jurisdiction
may be relied upon for o period of rive years from
this dote.
``7�7uu U'lnnn
CAR04%,
O ESS7 y
2%oE Oy s9
F
SEAL
L-3640 4 •�9yO yo�.F
O -z \%0
q�1D fL�
grnnn .. n7n...
A.D.C.11
Fa Revie. AG0.E
U.S. Army Corps o
Engineers O ic;at
geoc421
Corakus HWY R /-
.282 Acres
n/f
160' wb'c
HMme
Uote-
08. 4456. PG. 0976
n/1
Lee
DB.1645. pa D416/
LEGEND
n/1
A wetland Flog
kl0; 9-✓
6.gr Acres�M
J71-
Lee
1277. PG 0435
a/f
Wetlandfxlermunotia�
t 13W.Pa 0808
ofrsher
n/f
was Node
DS. 142e f'0. 0653
Uplands
7 Lots 7-2 5.55 Acres
10 Z Carolina Wet
Uplands= Acres Subdwisian
1 73 Acres 11 2 MB. 22, PG. 26
nye
12
73 f 4165.PPG. 0082 n/7
NCLamb
74 �_ f 1422. PG. 0645
At 11 .�1NCLomO
O pL - Da 1282, Pa 0763
D et A10 �--� G all Total Veo
41.81 Acres
A25 a M7 08. 28M, PG. 0495 Total Welland
72 j Gt . '- � n/1 9.9t Acres (24 T)
AJO c1 ., etu::: a coffer Total Upland
45' Private Access B
?10 7 08. 1716. PG. 0365 31.81 Acres (76%)
@ Ut.7:ty Eoserrront B19 etlonds
Wetlands 1 • �,; L / B 7.6t Acres
OJt Acres 16 9 Lots 6-17
OT
D1e a 10 Cororno Ldel Acres Suldry A '` 9 7 - N8. 26. PG. 90
wetlands J5�5• 11 uplands
0.7t Ac 0 72 - 0.92 Acres
030 _ Wetlands
Uplands 13 1.13 Acres
7.2t Acres a. av Prlrote Rood
ro d7 r7 c1 14 - 45'
5nRM
rnslen.e
QR
DR 9911. PG 3089 - I.sU
plands
Fri- 17 15
1 Acres
EL, E5 FaL 16
Wetlands O t. to �!y�q�oft 17
a41 Acres ¢. 55
E20
E33 E30
of cam
Y}? Usher
r..i nr�Fria� De. /342. 00. 1565
OPI. w
Wetlands
Wetlands �0r 1 k 4.03 Acres
1.2i Acres cK.:ac c
�n
5 a Parcel IDI06
p Rf'W R082009001 41 A"" 000
(8.54 wetlands)
H8 '`-4 pL (740 Uplands)
Uplands OPL
Uplands
1.0t Aa
O n/f /
d &11 Cron Pharos \ Ph76ps
m DS. 41L32. Pa 979 -- r09546. PC. 0823
tl
n/f n/f
BW Gad` &7/ Clark
OR48.32. P0. 977 as. 5133. PC. 1523
March 17, 2008
This property shown hereon is not
Party Chief: BA in a flood hazard zone per FEMA
Project No.: 06410 FIRM CID:370168 Ponel:3132 J"
Drawn By: MAW (Effective dote April 3, 2006).
SURVEY FOR:
Mott Murphy
1202 N. loke Pork Blvd, Suite A
Corolino Beach, NC 28428
Parcel ID: R08200-001-056-00, R08200-001-002-000,
R08200-001-053-000
d
le Tave R
Y
Mc uillon Dr 0
0
0
Bonaire Rd o
SITE a VICINITY MAP
N.T.S
WETLAND
TIE UNE TABLE 7"
LINE
LENGTH
SEARING
T1
1402.08
NBS'30'28"W
T2
295.71
1185733 21 'W
T3
1249.94
N85'33'4I V
T4
124.09
1185-33'06V
TS
279.15
N85.33'06'W
T6
355.38
N85'33' 'W
T7
556.26
N 533'06"W
78
197.27
SO4'4O'54"W
1 9
71.68
SO4'40 54'W
T t 0
322.17
S85.16 `06 E
TI1
1046.78
S85-16'06E
T 12
483.60
S85' 16'06E
T13
361.04
S65'16'06E
T 14
205.52
S85' 16 06 E
T 15
328.52
S85' 15'06E
T16
1566.83
S65'16'58 E
T17
2�3.89
S85'00'47E
T18
1158.34
S85'10'13
T19
327.38
S85'08'09E
T20
208.54
S85'08'09 E
T21
292.88
S65'08'09 E
T22
528.99
S65'07'16E
723
1575.74
S65'07 51 E
T26
268.97
N04-40 54 E
T30
215.77
N04.42.03 E
T31
54.00
S0442'03'W
T32
497.40
S63'2 '04E
T33
50.94
N89.33 53E
T34
54.66
S7437'04E
T35
275.36'
N70'3128"l9
BOUNDARY LINE TABLE L"
LINE
LENGTH
BEARING
L 1
7340.24
N85'30 20'W
L2
167.54
S65'33 24 E
1.3
1291.65
SB '33'06 E
L4
7469.22
533'06
LS
255.09
N043202E
L6
155.22
N04'34'48E
L7
119.88
N84' *3 1 V
L8
116.19
N855723"W
L9
1154.98
N85'10'I5
L 10
850.07
NB5'08'09'W
L11
637.51
N85'07'16'W
L 12
105.94
N85' 15 53 W
L 13
110.32
N85-0547 W
1.14
127.:,-!
L,,a_,-08'n9"W
L 15
127.64
N85.08' 919
L16
365.42
N85'17'06'1V
L 17
629.27
N 4'56V
08
168.79
S06'05'40E
L19
225.00
S06.08'08E
L20
54.96
S06'O8'08E
L21
1468.42
S85'16'06E
L22
7291.73
S65'16'06E
L23
161.45.
S85'1606E
L24
431.30
S65.15'08E
L25
961.38
S85' 17 57E
L26
258.97
N04'40'54 E
L27
26,'.57
N04'42'03E
L28
1285.12
N85'30'20i4
L29
86.95
N85-30' 0"W
00
21;i.77
N04'42'03E
L31
54.00
SO4'42'03"l
■etlandsRev.dwg
Scale: 1 "=500'
I �T--
500' 250' O' 500' 1000'
THE CLARK GROUP
Wetland Eivision
PO BOX VW, WLAGTON MC Z404
PH 910602-3900 " FAX [phone]

N1=N14
23. 25
N064227'WNN5
N2
40.61
N765546 E
N3
35.37
N8171'10 E
N4
41.68
N4'47'56E
NS
23.40
N7904'14 E
N6
N6
40.98
5667959E
N7
N7
38.17
N757735 E
N8
Na
45.78
Sf 30'DO"W
N9
N9
3314
5437745"W
NIO
N10
54.69
58222'2l'W
Nl1
N71
72.37
N8141'13'W
N12
N12
45.03
N 379'49'W
N13
N13
14.18
N1678'46'W
Ni=N74
WETLAND LINE TABLE A'
FLAG
LENGTH
BEARING
FLAG
iCPL
21.24
N2939'09"E
A2
A2
21.14
N09'49'S3"W
A3
A3
37,88
713158"E
A4
A4
44.86
N753450E
A5
A5
24.05
51371'52"
A6
A6
61.13
N4407'O1
A7
A7
9.49
N337834
A8
AB
1 26.51
N4157'1
A9
A9
30.93
N 74457E
AIO
A70
14.62
N53 49'40'E
All
All
24.05
S36 8'i6 E
Al2
Al2
3.147
56807'59 E
A13
A73
43.56
SSO49'41'E
A14
A14
71.33
S87'48' "W
50
C12
72.22
N5904')0'W
A16
A16
19.56
N833324"W
A17
A17
40.53
NB326'49'W
A78
A18
22.96
S6820' 3'W
I A19
A19
14,63
SBO 7'f2'W
I A20
A20
36.66
53130'01 "W
I A21
A21
12.92
N7975'07"W I
A22
A22
IZ83
50342'19"E I
A23
A23
2296
54572'16 E
A24
A24
29VA294-
%FILLAND
UNE TABLE 9"
FLAG I LENGTH BEARING FLAG
8=
19 5.33 5203350'W B2
a,
B2 I D.13 S7723'08"W B3
B3 24.69 N 73'07W B4
84 13.09 S45 42'S7W B5
85 15.53 N5722 37'W B6
B6 26.58 N2528'38"W 87
97 35.81 N28 44'05"W 88
B8 15.39 N4856'09"W B9
B9 18.15 N59 41'09 £ 810
BIO 20.76 S60-22-52-E B71
BIT 1 8.65 50330'18 E B12
B12 I 27,47 52708'47 E 813
813 21.92 S50'4748E B14
B14 1301 N5039'17 £ 815
B15 29.40 N8673 091E 816
816 30.92 1 S4 2539"W 817
B77 21.02 S6572'16 E BIB
818 23.16 55932'45"W BBf
SURVEY FOR:
Mott Murphy
7202 N. lake Pork Blvd, Suite A
Carolina Beach, NC 28428
DI
D49
SURVEY FOR:
Mott Murphy
7202 N. lake Pork Blvd, Suite A
Carolina Beach, NC 28428
DI
D49
13.24
538 02'S4 E
-
D2
D2
26.71
50425'00 E
D3
D3
21.13
57908361E
D4
D4
13.95
5253244 E
OS
D5
13.82
S77'S2'22"W
06
D6
26.22
S65 4 25"W
D7
D7
4.67
S7970' 3'W
D8
08
22.27
N7246'17"W
D9
46.82
S840626'W
010
29.37
N8431 '28'W
011
27,86
N772556"W
KDI
D12
33.11
N7652'04"W
013
19.89
58736$1"W
D14
19.82
N845235'W
D15
70.77
S6674'40"W
D 16
19.61
S80 34'S9'W
D17
D17
21.08
5463624"W
018
D78
12.53
53175 24"W
D19
D19
2.84
3130'02"W
D20
620
24.63
NOS 38'48"W
521
D21
18.20
N5776'40 E
D22
D22
19,39
N5970'17E
D23
D23
15.30
N8606'04"W
D24
D24
23.44
55672 37"W
D25
D25
23.31
N8776'42'W
026
D26
17.19
N5034'40"W
D27
D27
24.84
58571%14'W
D28
D28
23.07
N3423'31 "E
D29
D29
24.51
N5254'13E
D30
D30
28.80
N3651'10"E
D31
D31
20.84
S7326'74 E
D32
D32
33.85
585531t E
D33
033
la 17
N89 33'01 E
D34
D34
41.49
N5404'11 E
D35
D35
24.46
53807'19 E
D36
D36
22.34
N6833 1 £
037
D37
27.51
N3739'46 E
D38
D38
21.76
N660923 E
D39
D39
15.76
N5403'07 £
D40
D40
51.37
113853,45E
D41
D41
8.72
55535 50E
D42
D42
37.B4
S3547'14'W
D43
D43
12.54
58474'10 E
D44
D44
24.72
S5874'15 E
D45
D45
23.70
S530950 E
046
D46
15,94
N694748"E
D47
D47
10.76 1
N863450E
D48
D48
26.65
51702'27 £
D49
=01
WETLAND
LINE TABLE H"
FLAG
I LENGTH
BEARING
FLAG
1CPL
14.42
N314534 E
H2
H2
24.24
N1529'11 E
H3
H3
44.08
N40759'00"E
H4
H4
27.85
NI 7`14 'IS"E
H5
H5
30,32
N5424'10'E
H6
H6
26.24
N2803'02"w
H7
H7
21.96
N50'41'14 E
V86PLI
WETLAND LINE TABLE ' "
FLAG
LENGTH
BEARING
FLAG
LIGPL
J6.92
SS 39'24'W
L2
L2
M.76
N7 3659"W
L3
L3
3J 62
N7 22'08'W
14
L4
18.14
S60 '17'W
L5
LS
19.08
N823628'W
L6
L6
32.05
N860057W
L7
30.69
0'46'10'W
LS
HL
34,11
5652839'W
I L9
L9 1
2385
S6674'02W
CPL
WETLAND LINE TABLE K"
FLAG
LENGTH
BEARING
FLAG
KiCP
30.44
S5405'46"W
K2
K2
30. J3
N65 38'02'W
K3
K3
17.93
08'05"W
K4
IK4
48. f0
5634556'W
K5
K5
15.07
N3009'46'W
K6
K6
29.13
4 5 'W
K7
K7
21.60
N 574'09"W
K8
KB
34. 12
N88 40' 4'W
K9
K9
20.45
58922.27'W
K70
K70
M.14
N3931'2 'W
K11
Kit
31.4/
N0359'16"W
K12
K12
31.30
N8676'40"W
K73
KIJ 1
25,95 1
5567532'W
K14
K14
19.18
S16 '11'W
K15
X15
21.90
S07'06'14'W I
OPL
March 77. 2008
Party Chief. BA
Project No.: 06410
Drawn By: MAW
EI@PLj
10.41
1 N5178' 6'W
E2
E2
26.52
N48-28'03'E
E3
E3
21.97
N2209'13'w
E4
E4
11.04
N39 0.02-W
E5
E5
16.74
N28'45 09'E
E6
£6
13.84
N7 "C
E7
E7
9.69
N73-51-53-C
EB
EB
31.23
E9
E9
22.02
-S78-53-01-E
N7004'23E
Ef0
E10
44.59
N67'48'48 E
Ell
Ell
11.82
S273325E
E12
E12
13.48
N4 952E
E13
Ef3
37.42
N2647 E
E14
E14
6.45
58379,13E
E15
E15
66.59
S28 34 37'W
E16
E16
5334
S41'/546"W
E17
E17
37.04
23 '4 E
£18
E78
27.65
S2341E 3E
E19
E19
15.23
7536E
E20
E20
14.05
N2773'01 E
E21
£21
10.67
N57407W
E22
E22
4.02
N0524'00'W
E23
E23
16.57
N ' 1'W
E24
E24
5.42
NBI'04'57'E
E25
E25
30.64
N192530 E
E26
E26
4.76
6-2 '48-F
E27
E27
26.50
SI100311W
E28
£28
25,26
$722'IO'E
E29
E29
22.52
SDO'37'36"W
E30
E30
1 24.64
51335'0O
E31
E31
14.64
2156'46'W
E32
E32
42.22
S0006.37 E
E'3'
Q�L
WETLAND UNE TABLE 'G"
FLAG
LENGTH
BEARING
FLAG
GJCPL
18.87
N415 "48"
G4
G4
33.30
N09 41'01 "E
G5
G5
13.92
02 ' 7E
G6
G6
24,75
56854'07 E
G7
G7
22.75
57200 37E
G8
G8
23.63
N7 33'09"E
G9
C9
31.11
S48 4853E
G10
G70
27.06
N7 53.47 E
C1I
G11
28.05
56932,24E
G12
G12
1 29.95
N61-05-47-E
G13
G73
1 32.79
5293736E
G14
214
41.53
N3957217
G15
G75
21.46
114-1'1 '
GM
G76
31.98
57657'1/ E
G17
G17
42.30
S57J326T
GIB
GIB
IZ54
7,41E 'W
Gf9
G19
30 80
51741'12E
G20
G20
30.17
S31 4921 E
G21
G21
20.06
48'41281E
G22
G22
2.56
S351733E
G23
G23
34.14
52675 27E
G24
G24
16.55
1 4 ' 'W
G25
G25
19.28
S13133,13,F
G26
G26
32.02
50106'f0"W
G27
G27
79. 10
S30'14' "W
G28
G28
13.86
N7859 54'W
G29
G29
19.83
N79'48'05"W
GJO
C30
29.01
S4359 S'W
G31
G31
14.65
N6454'10'W
G32
6PL
WETLAND
LINE TABLE J"
FLAG
LENGTH
I BEARING
FLAG
JI6PL
42.41
11394337E
J2
J2
36.51
N4034'06"E
J3
✓3
JZ68
N1904 44 E
A
J4
32.76
N2 52'79E
J5
J5
28.91
N5173'48'E
J6
J6
25.38
N76' 'l I *E
✓76PL
WETLAND UN£ TABLE '9"
BEARING
FLAG
S593559"W
12
U
5780636'W
13
S0346'03"W
14
SO 44 29W
l5
Si 1'4 'W
1 16
16
2332
S09'07' S"
176PL
WETLAND
.INE TABLE F"
FLAG
LENGTH
BEARING
FLAG
FIdPL
15.39
50255'11 "W
F2
F2
21.64
5653 '45"W
F3
F3
36.77
46 54'15"W
74
F4
2394
N7659'19'W
F5
F5
36.30
N0556'40"W
F6
F6
33.39
N 733'1 "
F7
F7
24.50
Nf 04'16'F86PLI
"ARK THE CLAM( GROUP
Wetland Division
roBOXVW,, KIMTOA(nC2404
w. www www wwww �" v waw www ww.�

Exhibit A
Coral Ridge
Lot Number
Lot Size (s.L)
BUA (s.L)
% Impervious
51
li5,793
8,285
6.10
52
329.817
19.656
5.96
RECEIVED
AUL 2 7 2008
BY:

REi Coral Ridge
Subject: RE: Coral Ridge
From: "Jeff Malpass" <jeffmalpass a bizec.rr.com>
Date: Fri, 15 Aug 2008 11:53:35 -0400
To: "'Janet Russell"' <Janet.Russel l n ncmail.net>
Yes, I would like to confirm this date.
Thanks,
Jeff
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Thursday, August 14, 2008 4:28 PM
To: Jeff Malpass
Subject: Coral Ridge
Jeff / Justin:
Please let me know if you want to confirm the *August 26* stormwater
submittal meeting with *Malcolm Soney - 9:00 AM*.
Thanks,
Janet
I of 1 8/15/2008 1:18 PM

aboutblank
August 13, 2008
CORAL RIDGE
Gentlemen:
The Express Stormwater submittal meeting has been scheduled with Malcolm Boney on Tuesday,
August 26, 2008 at 9:00 AM here in the Wilmington Regional Office. The applicant or his assistant is
required to attend the meeting.
Please review the submittal requirements, attached. Also note, DWQ prefers that the plans be submitted
folded to 9" x 14" to tit our new file system.
Please respond ASAP to reserve and confirm the submittal meeting date / time.
Thanks,
Janet Russell
Express Coordinator
I of 1 8/13/2008 5:30 PM

ARA
NCDENR
For DENR Use ONLY
North Carolina Department of Environment and I Reviewer: MS
Submit _3 - u
Time: �'• 00
FILL-IN all the information below and CHECK the Permits you are requesting for express review. FAX or Ema confirm 8" IJ "
1) Y q 9 P Press
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package.
Natural Resources
Request for Express Permit Review
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(rDncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(rDncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 orpatrick.grogan(iiIncmail.net D E f V E
• Washington Region -Lyn Hardison 252-946.9215 or Ivn.hardison(rDncmail.net rti
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(dncmail.net Il
NOTE: Project application received after 12 noon will be stamped in the following work day.
DWQ
Project Name: CORAL RIDGE County: NEW HANOVER PROJ s
Applicant: KEN COFFER Company: SECOF, LLC
Address: 1202 N. LAKE PARK BLVD, SUITE A City: CAROLINA BEACH, State: INC Zip: 28428
Phone:[phone] Fax:[phone] Email: ken(a)secofconslruction.com
Project is Drains into TELFAIRS CREEK & LORDS CREEK waters Project Located in CAPE FEAR River Basin
Engineer/Consultant: Jeff Malpass Company: Malpass Engineering, P.C.
Address: 1134 SHIPYARD BLVD City: WILMINGTON, State: INC Zip: 28412
Phone: [phone] Fax::[phone] Email: ]effmalpass(a)bizec.rr.com
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please allach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
® Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW _ (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK #_ (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
® Wetlands (401): Check all that apply
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
404 Application in Process w/ US ACOE: ® Yes ❑ No
Permit Received from US ACOE ❑ Yes ® No
Fee Split for multiple permits: (Check #
Isolated wetland on Properly ❑ Yes ® No
Buffer Impacts: ® No ❑ YES: acre(s)
Minor Variance : ® No ❑ YES
Major General Variance ® No ❑ YES
401 Application required: ®Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ® No
For DENR use only
Total Fee Amount $
SUBMITTALDATES
Fee
I
SUBMITTAL DATES
Fee
CAMA
$
Variance ❑ Mai; ❑ Min
$
SIN ❑ HD, ❑ LID, ❑ Gen
$
401:
$
LQS
$
Stream Deter,_
_
AUG I 8 2008 V
DWQ

Narrative
General Information
a. Project name is Coral Ridge.
b. Site is located at 7160 Carolina Beach Road.
c. Site area is approx. 40.732 acres.
d. Site area being disturbed is 26.50 acres.
e. Total wetlands area is 9.152 acres.
I. Wetlands have been delineated.
2. The Clark Group will be submitting for permits for the wetlands
impacts.
f. The NC Secretary of State Website has Kenneth Coffer listed as
Member/Manager.
g. Description of Development Proposal
1. There are no previous or existing permits to our knowledge.
2. Tax parcel ID Numbers: 3132(18)-42-5332-000, 3132(18)-42-4332-
000,3132(18)-42-3342-000,3132(18)-32-9302-000,3132(18)-32-
8302-000,3132(18)-32-7321-000,3132(18)-32-5382-000,3132(18)-
32-4392-000, 3132(18)-32-4301-000, 3132(18)-32-3301-000,
3132(18)-32-1353-000, 3132(17)-22-2354-000, 3132(17)-12-6133-000
h. N/A
i. The project and stormwater facilities will be completed in 1 phase.
j. Waste Water will be pumped into an existing force main along Carolina
Beach Road and will be treated by Aqua North Carolina, Inc. Water
supply will be provided by Aqua North Carolina, Inc. by connecting to an
existing water main along Carolina Beach Road & in the River Oaks
subdivision.
k. N/A
I. N/A
2. Stormwater Information
a. Project drains to Lords Creek (C;Sw 18-84) and Telfairs Creek (SC,Sw
18-87-31.5-1)in the Cape Fear River Basin
b. The stormwater design is overall low density with 2 pockets of high
density, residential, and state stormwater.
c. Proposed total percent impervious surface area for the site is 24.0%
d. There are 2 proposed wet detention basins'
e. All the built upon area within the 2 pockets of high density will be
collected.
f. The project has no buffer requirements.
g. N/A
h. Off -site runoff enters the site. Off -site runoff enters Pond #I.
i. Road construction across other property is not necessary to access this
project.
j. N/A n E C E I V E DD
W AUG 0 8 2008
PROJ # DWo

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C200812001243
1-606-7816136
€ LIMITED LIABILITY COMPANY
q S ANNUAL REPORT
e
NAME OF LIMITED LIABILPTY COMPANY: Coffer Investment Properties, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0800622
NATURE OF BUSINESS: Investment
REGISTERED AGENT: Graves, Kick E.
REGISTERED OFFICE MAILING ADDRESS: 5700 Oleander Drive
Wilmington, NC 28403
REGISTERED OFFICE STREET ADDRESS: 5700 Oleander Drive
Wilmington, NC 18403 New Hanover County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIONATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: (910) 458-S605
PRINCIPAL OFFICE MAILING ADDRESS: 1201 N Lake Park Bhel
Carolina Beach, NC 28428
PRINCIPAL OFFICE STREET ADDRESS: 1202 N. Lake Park Blvd. Suite a
Carolina Beach, NC 28428
MANAGERS/MEMBERS/ORGANIZERS:
Name:,ten-Pepperman KEN Cite. Name: Janice Pepperman Poppsmm
Title:x>resaer 010NIWC4
Title: Member
Address:
Address:
1334 St Joseph Street
1201 N Lake Park Blvd
Carolina Beach NC 28428
Carolina Beach NC 28428
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
e�
-
gIII
W
r^ynunf'�yn' /nDAATTEE
FOR4MoUf'SST'
BE SWDY
ANAGER/MEMBER
TYPEIJR
PRINT TITLE
TYPE OR PRINT NAME
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

C200726100322 SOSI D: 0801548
�,,, Date Filed: 9/18/2007 3:00:00 PM
Elaine F. Marshall
s �a LIMITED LIABILITY COMPANY North Carolina Secretary of State
��- ANNUAL REPORT C200726100322
NAMEOF LIMITED LIABILITY COMPANY: Coffer Investment Properties 11, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P, 1D NUMBER: 0801548
NATURE OF BUSINESS: REAL ESTATEINVESTMENT
REGISTERED AGENT: Graves, Rick E.
REGISTERED OFFICE MAILING ADDRESS: 5700 Oleander Dr.
Wilmington, NC 28403
REGISTERED OFFICE STREET ADDRESS: 5700 Oleander Dr.
: . > . Wilmington, NC 28403 New Hanover County
PRINCIPAL OFFICE TELEPHONE NUMBER: 910-458-5605
PRINCIPAL OFFICE MAILING ADDRESS: 1202 NLake Park Blvd
Carolina Reach, NC 28428
PRINCIPAL OFFICE STREET ADDRESS: 1202 N Lake Park Blvd
Carolina Beach, NC 28428
MANAGERS/MEMBERS/ORGANIZERS:
Name: Kenneth R Coffer
Name: Janice Pepperman
Title:Manager
Tide:'Member
Address:
Address:
1202 N Lake Park Blvd
1202 N Lake Park Blvd
Carolina Beach, NC 28428
Carolina Beach, NC 28428
CERTIFICATION OF ANNUAL MUS BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Kenneth Cofer l//]
20070716
FORM MUST BE SIGNED BY A'MANAGER/MEMBER DATI'.
Kenneth Coffer Ff.. Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525