SW8080818_CURRENT PERMIT_20141106

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 d; O 8 18
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 6, 2014
Mr. Matthew Murphy, Manager
Coral Ridge, LLC
1202 N. Lake Park Blvd, Suite A
Carolina Beach, NC 28428
Subject: Approved Plan Revision
Coral Ridge
Stormwater Permit No. SW8 080818
New Hanover County
Dear Mr. Murphy:
John E. Skvarla, III
Secretary
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ
will remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note
that this letter references DEMLR as the Division responsible for issuance of the permit.
On September 5, 2014, the Wilmington Regional Office received a request to revise the approved plans for
Stormwater Management Permit Number SW8 080818 with additional information being provided on
November 5, 2014. The revisions include the allocation of future impervious area within drainage area 2 as
a result of an increase in the building size for Unit 40 as well as the addition of concrete patios at the rear of
Units 40 and 74. The increase in the impervious area allocations results in the following impervious areas
for Pond 2:
Total Im ervious Surfaces, ft :
302,406
Townhouses ft :
94,216
Streets/Parkin , ft :
161,052
Sidewalks, ft :
20 8-94
Other, ft :
6,910
Future, ft :
19,334
Offsite, ft :
0
It has been determined that a formal permit modification is not required for the proposed changes. We are
forwarding you an approved copy of the revised plans for your files. Please replace the old approved plan
sheets with the new ones and keep this letter with your previously approved permit.
Please be aware that all terms and conditions of the permit issued on November 3, 2010, remain in full
force and effect. Please also understand that the approval of this revision to the approved plans or to the
permit for the subject State Stormwater project is done on a case -by -case basis. Any other changes to
this project must be approved through this Office prior to construction. The issuance of this plan revision
does not preclude the permittee from complying with all other applicable statutes, rules, regulations or
ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or approval
prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerely,
Christine Nelson
Environmental Engineer
>GDS\can: \\\Stormwater\Permits & Prcjects\2008\080818 HD\2014 11 permit_pr 080818
cc: Justin Bishop, Malpass Engineering
New Hanover County Building Inspections
Wilmington Regional Office
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

T
Wet Detention Basin Operation
Permit Number. SW 0 V yo 0
(to he provided hl' DWQ)
Drainage Area Number:
and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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 9 does not incorporate a vegetated filter at the outlet.
This system (check one):
does Q does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation_at-a- , o E
lon
a roximatel i�ii c�sb s '1
AUG 2 7 2008
Fonn SW401-Wet Detention Basin O&M-Rev.3
Page 1 of 4

PemtitNumber: 5[s�c)ko81V
(m be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
'f he pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
RECFIVEI�
AUG 2 7 2008
Form SW401-Wet Detention Basin O&M-Rev.3 BY. Page 2 of 4

Permit Number: SIp.T Yb & () � 1 V
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
the outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local INC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 7.5 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads— 55 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the Monks)
1_0 Pe ntanen
Volume
IQ�� -It Min.
Sediment
Storage
FORE13AY
Form SW401-Wet Detention Basin O&M-Rev.3
Permanent Pool Elevation 16's
Sediment Removal Elevation q•� Volume
-------
----------- ------
------Bottom Elevation
II-ft n.
Sediment
Storage
MAIN POND
D
7AUBY:
G 2 7 2008

I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
C,t d4tER Z�H ✓eaf �/7fr�M� Poa� w .`irs LLC �% oral R, r�iC
Print name: l'o . C&,c
Title: ltileo^" b P4- 1i1f y..a sr K
Date: e-1 — Z Z --cp g
&ja{ Name: Coral RAge
BMP Dna:-uge Area N%4*6r: 1
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, L I C 6-E
a Notary Public for the State of
!y C County of A)E0-) El.gwdC✓t, do hereby certify that
(C6a)AuETrl /<- (?Ot'fCet personally appeared before me this 07
day of A IOX— I t_ , a 00 9, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
�.%%0EEN 1 /(r,��i�i
...........
2
. �p-VAR
y' S
PUBOO r am:
"% OV.....6. .
g0bhnR 0%
SEAL
My commission expires 9- a 3- a o 1'�'
AUG 2 7 ZOOS
S'

Permit Number: Sl)- b o m / (S
(to be projded by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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 ate):
❑ does Z does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does W does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
long.
Maintain ve et ati at-a-heightof
n VNIAUCLN
Form SW401-Wet Detention Basin O&M-Rev.3
LY
I of4
:_-------

Permit Number. SL,SkC� iiCS n / r5
('to be provided br, DWQ)
Drainage Area Number: 2—
BMP element:
Potential problem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
NUu 21 Zon
Form SW401-Wet Detention Basin O&M-Rev.3 �17- age 2 of 4

Pennit Number:
(to be provided by DWQ)
Drainage Area Number: 2
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 7.75 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 6, 7S feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
13ASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 10
i Pe manen Pool
------------------ Volume Sediment Removal Elevation 9_0
q.� ft Min. ----------
Sediment Bottom Elevation 810
Storage
FOREBAY
MAIN POND
� j2,1?00'8
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.3 �17- _Rage 3 of 4

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsib e party.
Co C/r•c s., �t<.a.,.s Re10,..f,;.s �, ��L Coma RAjL LLQ-
Print name: ee pt Ca /1'�P�
Title: rLI'M b0.e / /N < N 49 r
Date: 41-2-Z--OB
Prvec+ (Jame: Coral Naga
KM? brgaa'e Arta Ngvber: 2
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.
671tcrAJ KA t
a Notary Public for the State of
County of A)CLO HAk)O dC 2, do hereby certify that
ICE AUA)CrH R Ca F F 2 personally appeared before me this o�
day of q 10e / L , 0 00 ?, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires %' 2 3- a o t Z
CFIVED
AUG 2 7 Zoos
BY: --
9

DEn41-R USE ONLY
Date Received
Fee Paid (express only
Permit Number
- !&-
�v 615 �D /
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8 080818
2. Project Name:
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
Coral Ridge, LLC
4. Print Owner Si nin Official's name and title (person legally responsible for mi'trp U g 2�14 i
g g (P g Y P Ir4
Matt Murphy, Manager BY:
5. Mailing Address for person listed in item 2 above:
City: Carolina Beach State: NC Zip: 28428
Phone: (910 ) 458-5605 Fax: (910 ) 458-7709
Email: matt©secofconstruction.com
It. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed):
Revised to adjust the size of Unit #40 and show a concrete patio at the rear of Units #40 & 74. The impervious
areas for these changes were taken from the future allocation.
111. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original & 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s))
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR)
V1. APPLICANT'S CERTIFICATION
Initials
30
I, (print or hype mate of person listed in General Information, item 3) Alan Alurphv
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to the best of my knowledge, correct and complete.
Date:�s�/
Plan Revision Form Rev. Oct. 3 L 2013

Permit No. ­5-klJ D�O�/�
` (to be provided by DWQ)
o2oF w A rf, 4,
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /I/) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION . '..
.:.; .,. .. - ,.'. ..'.. .;.. r,. .'..
Project name
Coral Ridge
Contact person
Ken Coffer
Phone number
910458&5605
Dale
5/1/2010
Drainage area number
1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
209,627 rye
Impervious area, post -development
123,204 ft2
%Impervious
58.77 % '
Design rainfall depth
1.5 in
Storage Volume: Non-SAWaters
Minimum volume required
Volume provided
Storage Volume: SAWaters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the tyr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: l-yr, 24-hr stone
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm, pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment cleanoul, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
15,175 rya OK
29,498 rya
OK, volume provided is equal to or in excess of volume required.
Y (Y or N)
MAY j 4 2010
4.0 in
0.15 (unitless)
0.73 (unitless)
6.44 inlhr OK
1.85 ft'/sec
22.75 ft'/sec
20.90 ft'/sec
17.50 fmsl
16.50 fmsl
13.98 fmsl
17.00 fmsl
16.00 fmsl
9.00 fmsl
8.00 fmsl
1.00 ft
N (Y or N)
fmsl
Data not needed for calculation
Data not needed for calculation option k1, but
OK if prov�e�h
Form SW401-Wet Detention Basin-Reva-9I17/09 Paris I. & I. Design summary, Page 1 of 2

Permit No.
0 be pmvltlee by DWQ)
II: DESIGN INFORMATION
Surface Areas
Area, temporary pool
31,900 ft'
Area REQUIRED, permanent pool
10 854 ft'
SAIDA ratio
5.18 (unitless)
Area PROVIDED, permanent pool, A..
25,408 ft`
OK
Area, bottom of 1 Oft vegetated shelf, Aye gal
16,032 ft`
Area, sediment cleanout, top elevation (bottom of pond), A.,
4,407 ft`
Volumes
Volume, temporary pool
29.498 ft'
OK
Volume, permanent pool, V,, ow
96,848 ft'
Volume, forebay (sum of forebays if more than one forebay)
20,415 ft'
Forebay % of permanent pool volume
21.1% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SA/DA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
5.18 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, Vp,, -.
96,848 ft'
Area provided, permanent pool, An,,,,
25,408 ft
Average depth calculated
3.81 ft
OK
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
4.0 ft
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, Ap,,,, I>.
25,408 ft`
Area, bottom of 10ft vegetated shelf, A.-.,
16,032 it,
Area, sediment cleanout, top elevation (bottom of pond), A,,_.,
4,407 it'
'Depth" (distance btw bottom of 10ft shelf and top of sediment)
7.00 ft
Average depth calculated
it
Average depth used in SAIDA, d.„ (Round to nearest 0.511)
ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
1.75 in
in
0.60 (unitless)
0.31 ft
N (Y or N)
(unitless)
(unitless)
it
it
1.85 ft"/sec
22.75 ft'Isec
0.05 ft'Isec
3.90 days
ilf
10 :1
10.0 If
3 :1
2.6 :1
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
Y (Y or N) OK
2.5ft OK
N (Y or N) OK
Y; It will be. (Y or N) OK
Y (Y or N) OK
MAY 4 A 94
Form SW401-Wet Detention Basin -Rev. 3-9I17109 Paris I, & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST ,
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
J1 14 2e3
AM J O
JDA4 10
AM 10
�Bm
3
JBLh__
a
narvafi.e
� BM
odarhed
BM
See
ej
ABM
Seallnr�o�
Plans (V - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
3. Section view of the wet detention basin (V = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations. PECr42010
8. A copy of the signed and notarized operation and maintenance (0&M) agreement. MA
9. A copy of the deed restrictions (if required). I`LZV•
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests.) County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

Permit No._:: /I_
(to be provided by DWO)
o2Op W A rCq
IVD
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION --
Project name Coral Ridge .
Contact person Ken Coffer
Phone number 910-458-5605
Date 51112010 \
Drainage area number 2
r.
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall. depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hrslorm
Pre -development 1-yr, 24-hr peak Flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
572,119 it'
302,406 ff'
52.86 %
1.5 in
37,599 ft3 OK
47,223 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
It, v�S
It3 GE 41p1O
MPv
Y (Y or N)
4.0 in
0.15 (unitless)
0.66 (unitless)
6.44 Whir OK
3.11 1
55.66 1
52.55 ft3lsec
17.70 fmsl
16.75 fmsl
15.23 final
17.25 fmsl
16.25 fmsl Data not needed for calculation option #1, but OK if provided.
9.00 fmsl
8.00 fmsl Data not needed for calculation option #1, but OK if provided.
1.00 it
N (Y or N)
fmsl
Form SW401-Wet Detention Basin-Rev.a-9/17/09 Paris I. & II. Design Summary (2). Page 1 of 2

Permit
(to be pmvsJed by DWQ)
Ill. .DESIGN '..INFORMATION;
Surface Areas
Area, temporary pool
59,347 it'
Area REQUIRED, permanent pool
30,242 ft2
SAIDA ratio
5.29 (unitless)
Area PROVIDED, permanent pool, A._p,
46,881 It
OK
Area, bottom of 1 Oft vegetated shelf, Aw as,,
29 715 ft`
Area, sediment cleanout, top elevation (bottom of pond), Ami.w�a
3,838 ft`
Volumes
Volume, temporary pool
47,223 ft'
OK
Volume, permanent pool, Vim,,, .
160,965 it'
Volume, forebay (sum of forebays if more than one forebay)
31,874 ft'
Forebay %of permanent pool volume
19.8 % %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
5.29 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, VPo,,,, m„
160,965 ft'
Area provided, permanent pool, A._,,
46,881 ft`
Average depth calculated
3.43 ft
OK
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
3.5 It
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, A. P of
46,881 it`
Area, bottom of IN vegetated shelf, Aye, �nmr
29,715 ft`
Area, sediment cleanout, top elevation (bottom of pond), A,, road
3,838 ft'
'Depth' (distance blw bottom of IN shelf and top of sediment)
7.25 ft
Average depth calculated
it
Average depth used in SA/DA, dm., (Round to nearest 0.5ft)
ft
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
3.00 in
Area of orifice (if-noncircular)
In°
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0.28 it
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C„.)
(unifless)
Length of weir (L)
it
Driving head (H)
it
Pre -development 1-yr, 24-hr peak flow
- 3.11 ft'Isec
Post -development 1-yr, 24-hr peak flow
55.66 ft'Isec
Storage volume discharge rate (through discharge orifice or weir)
0.12 ft'Isec
Storage volume drwdown time
3.51 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
1.5 :1
OK
Trash rack for overflow & office?
Y (Y or N)
OK
Freeboard provided
3.6 it
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y; It will be. (Y or N)
OK
Capures all runoff at ultimate buildcut?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump
Form SW401-Wet Detention Basin-Rev,8-9/17/09 Parts I. & II. Design Summary (2), Page 2 of 2

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
ifJA 2d3
jp 10
JBI� 10
JRm to
JBI�
3
AM
�C4 rJle�r
°MELOLve
3tJA
see.
r►ted
Jem
�bsd
aPtsee
JBIN
a�ra�
J m
4 (ied
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M)
9. A copy of the deed restrictions (if required).
10, A soils report that is based upon an actual field investigation, soil borin
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

Permit No. SJA Oi9OOV�
- (to be provided by DWD)
GO
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information
,F INA r o<FyY w r
5t y
O Y
I. PROJECT INFORMATION -
Project name CORAL RIDGE
Contact person KEN COFFER
Phone number 910-458-5605
Date 8/25/2008
Drainage area number
II'. DESIGN INFORMATION
Site Characteristics
Drainage area
206,853.00
ft2
Impervious area
123,204.00
ft?
%impervious
59.56
%
Design rainfall depth
1.50
in
Storage Volume: Non -SR Waters
Minimum volume required
15,160.00
ft'
Volume provided
29,498C0
ft'
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
in
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided
ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth
4.01
In
Rational C, pre -development
0.15
(unitless)
Rational C, post -development
0.74
(unitless)
Rainfall intensity: 1-yr, 24-hr storm
6.44
inlhr
Pre -development 1-yr, 24-hr peak flow
1.82
ft3/sec
Post -development 1-yr. 24-hr peak flow
22.65
ft'/sec
Pre/Post 1-yr, 24-hr peak flow control
20.83
ft'/sec
Basin Elevations
Basin bottom elevation
8.00
If
Sediment cleanout elevation
9.00
It <—, ill
Bottom of shelf elevation
16.00
R
Permanent pool elevation
16.50
-ft <
SHWT elevation
13.98
ft
Top of shelf elevation
17.00
it
Temporary pool elevation
17.50
ft
RECEIVED
AUG 2 7 ZOOS
BY:
Form SW401-Wet Detention Basin -Rev 4 Pans I. 8 II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
111. DESIGN INFORMATION
Volume and Surface Area Calculations
SAIDA ratio
5.52
(unitless)
Surface area at the bottom of shelf
16,032.00
ft2
Volume at the bottom of shelf
14,981.95
ft'
,
Permanent pool, surface area required
11,428.00
ft2
Permanent pool, surface area provided
25,408.00
ft2
OK
Permanent pool volume
96,848.00
ft'
Average depth for SAIDA tables
3.81
ff
OK
Surface area at the top of shelf
30,343.00
ft2
Volume at the top of shelf
13,937.83
ft'
Forebay volume
20,415.00
ft'
Forebay % of permanent pool volume
21.08
%
OK
Temporary pool, surface area provided
31,900.00
ft2
Drawdown Calculations
Treatment volume drawdown time
3.90
days
OK
Treatment volume discharge rate
0.05
ft31s
Pre -development 1-yr, 24-hr discharge
1.82
ft31s
OK
Post -development 1-yr, 24-hr discharge
0.21
ft3ls
OK
Additional Information
Diameter of orifice
1.75
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
10,00
:1
OK
Vegetated shelf width
10.00
ft
OK
Length of flowpath to width ratio
3,09
:1
OK 1
Length to width ratio
2.61
:1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
2.50
ft
OK
Vegetated filter provided?
N
(Y or N)
Design must be based on 90% TSS removal
Recorded drainage easement provided?
Y; It will be.
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
Pump
SEP 1,6 2008
Form SW401-Wet Detention Basin-Rev.4 Parts I. & 11. Design Summary, Page 2 of 2

Permit No. S(Ai O U o UMo
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Ini'als
Sheet No.
J VI
2 y 3
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
Q
UM
2. Partial plan (V = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
BM
3. Section view of the dry detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
JB M
I (�
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
JBM
3
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
a
to verify volume provided.
p'n
J ll!°`
IQIc e�
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
BMM
I'r
see
4$ac}1
7. The supporting calculations.
J BM
see
ahc4d
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
J BM
See
iq c_L
9. A copy of the deed restrictions (if required).
NIA
NtA
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.4
RECEIVED
AUG 2 7 2008
BY:
Part III. Required Items Checklist. Page 1 of 1

PoN D Permit No. S W so O V A I si
(to be provided by DWQ)
®�� ��( WA/EqO .
{ O G
r
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be tilled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name CORAL RIDGE
Contact person KEN COFFER
Phone number 91OA56-5605
Date 511612008
Drainage area number 2
Drainage area
583,231.00
ft'
Impervious area
302,406.00
ft2
%impervious
51.85
%
Design rainfall depth
1,50
in
Storage Volume: Non -SR Waters
Minimum volume required
37,675.00
ft'
Volume provided
47,223.00
ft3
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
in
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided
ft3 -
Peak Flow Calculations
1-yr, 24-hr rainfall depth
4.01
in
Rational C, pre -development
0.15
(unitless)
Rational C, post -development
0.65
(unitless)
Rainfall intensity. 1-yr, 24-hr storm
6,44
iWhir
Pre -development 1-yr, 24-hr peak Flow
3.17
ft3/sec
Post -development 1-yr, 24-hr peak flow
56.05
ft'/sec
Pre/Post 1-yr, 24-hr peak Flow control
52.88
ft'/sec
Basin Elevations
Basin bottom elevation
8.00
It
Sediment cleanout elevation
9.00
ft
Bottom of shelf elevation
16.25
ft
Permanent pool elevation
16.75
ft
SHWT elevation
15.23
ft
Top of shelf elevation
17.25
ft
Temporary pool elevation
17,70
it
AUG 2 7 2008
Form SW401-Wet Detention Basm-Rev.4 Parts I. & 11. Design Summary (2). Page 1 of 2

Permit No.
(to be provided by D WQ)
Volume and Surface Area Calculations
SAIDA ratio .
Surface area at the bottom of shelf
Volume at the bottom of shelf
Permanent pool, surface area required
Permanent pool, surface area provided
Permanent pool volume
Average depth for SAIDA tables
Surface area at the top of shelf
Volume at the top of shelf
Forebay volume
Forebay % of permanent pool volume
Temporary pool, surface area provided
Drawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Additional Information
Diameter of orifice
Design TSS removal
Basin side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
5.28 (unitless)
29,715.00 ft'
7,286.02 ft'
30,800.00 ftz
46,881.00 ft2
160,965.00 ft'
3.43 it
46,632.00 ft'
23,378.24 ft'
31,874.00 ft'
19.80 %
59,347.00 ftz
2.87 days
0.15 fills
3.17 ft'Is
0.51 ft'Is
3 in
90 %
3,00 :1
10.00 :1
10.00 It
3.00 :1
1.50 :1
Y (Y or N)
3.55 ft
N (Y or N)
Y; It will be. (Y or N)
Y (Y or N)
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Design must be based on 90%TSS removal
OK
OK
SEP 1 6 2noR
Form SW401-Wet Detention Basin-Rev.4 Pans I. & II. Design Summary (2), Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the,applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
BM
2+3
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
Bm
3. Section view of the dry detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
p
J BM
10,
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
J BM
3
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
SHeeu�ea
to verify volume provided.
J BSIrigrnthy
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
�J Bpi
see
24r±l
7. The supporting calculations.
1 BM
se
itfkcheil
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
ABM
see
c�te
9. A copy of the deed restrictions (if required).
NIA
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Cr-I
AU(i 2 i 2008
Form SW401-Wet Detention Basin-Rev.4 Part III. Required Items Checklist, Page 1 of 1

Permit No._l 769 J e9g/
(to be provider! by DWo
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 Session Law 2008-211, 15A NCAC 211 .1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 21-1 .1008(g).
1. PROJECT INFORMATION
Project Name : Coral Ridge
Contact Person: Ken Coffer Phone Number: ( 910 ) 458-5605
Number of Lots: 3 Allowable Built Upon Area (BUA) Per Lot*: see Exhibit A
Number of Dwelling Units Per Acre**: 2.38
Low Density Development (check one): ® wiihow curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sires 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-su uls and totals. BUA shall be
shown in units of square feet. r�jM
**(Phase II Post -Construction (non -SA) only)
11. BUILT UPON AREA
JUL 14 2010
Refer to DWQ's forms and applications website for specific language that must be recorded in the
restrictions for all subdivided projects. (http://h2o.enr.state.no.us/su/bmp_fornis.htni)
Complete the following calculation in the space provided below where:CF
• SA Site Area - the total project area above Mean Fligh Water.
MAY 1
• DF Density Factor - the appropriate percent built upon area divided by 100. c ,.
• 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. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev3-2/10/09 Page I of 5

` Calculation:
For uniform lot sizes:
(SA: ft2 x DF: ) — (RA: ft') — (OA: ft2) = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: 1704589 ft2 x DF: 0.24) — (RA: 93,578 ft2) — (OA: 280,582 It) = Total allowable lot BUA = 34,941
W
b. Total BUA from lot listing: 34.941 sf. b must be < a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table I. Swale desien information based on the 10-vear storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
%)
Vaiiow.
(fps)
Vactual
(fps)
Flow
Depth (ft)
1
2
4
5
/U I
6
Y
\
Alp
7
8
9
10
11
12
ED
13
1
14
MA
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 5

Exhibit A
Coral Ridge
Lot Number
Lot Size (s.f.)
Lot Size minus
BUA (s.f.)
%
wetland area
Impervious
beyond 100' offset
s.f.
50
89,955
89,955
7.000
7.78
51-R
117,971
116,618
8,285
7.11
52
329,306
309,888
19,656
6.35
MAY 114 7m

IV: REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 21­1 .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. 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
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for prgjects with curb outlets.
Page/Plan
Initials Sheet No.
Bm a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
�I'^
I� A—b. t For I-IQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
�B �I C. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
sea landward of all perennial and intermittent surface waters.
JBh AW d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
h See platting and prior to the sale of any lots.
�81g ides e. Built upon area calculations are provided for the overall project and`, �aplllots.
MIA IVIA f. Project conforms to low density requirements within the ORW AEPA..f apghcabVer
15A NCAC 21-1 .1007) \ f�
JDA 2 g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for c b ourdol s
O
J BIA 2- h. Longitudinal slope ol'swales is no greater than 5%; for non -curb outlet pro cts, calcula k!
for shear stress and velocity are provided if slope is greater than 50Yo. \
JIM Z i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
IJ A r/M j. Swales discharging to wetlands are designed to Flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
JIM 2,410 k. Swale detail and permanent vegetation is specified on the plans.
J yl'I Z 410 I. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
JW 2-m. Swales are located in recorded drainage easements.
IVA n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
N/A o." The system takes into account the run-off at ultimate built -out potential fronxall surfaces
draining to the system (delineate drainage area for each swale). I
N/A p.tt Curb outlets direct flow to a Swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may rega901onal
tf Only complete these items for projects with curb outlets. Mh�
Form SW401-Low Dens ity-Rev.3-2/10/09 Page 3 of 4-_i

V: ' SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
1 acknowledge and agree by my signature below that I am responsible for the performance of the six
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 and Title: Ken Coffer CG �r� �` O ate < L�
Address: 1202 N. Lake Park Blvd, Suite A Carolina Beach, NC 28428
Date: r' 1 Z - Za 16
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, E i LEE� jiJ K'4 a Notary Public for the State of N , County of
A)t-7Oj l4 q A)o J G e , do hereby certify that K E nL) <) c-72i /�<,ZD %t'Cy_ personally appeared before me this 1
day of M A �� o I D , and acknowledge the due c'xeYc�fj�ro�lh� e forgoing Swale maintenance requirements.
Witness my hand and official seal,
Notary signature
�sv�`,tENt KAt t�rri'
SAR '
II `gyp
SEAT ? ..�+� ° Z - My commission
,y.. o `
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

Permit No. S ujkG �7( wk
(m 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 fonu 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 211 .1002(18). Low density requirements and density factors can be
found in 15A NCAC 21-1 .1005 through .1007, DWQ BMP Manual (2007), and Session Law 2006-246.
L PROJECT INFORMATION
Project Name : Coral Ridge
Contact Person: Ken Coffer Phone Number: ( 910 ) 458-5605
Number of Lots: 2
Allowable Built Upon Area Per Lot*: see attached Exhibit A
*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. BUA shall be shown in units of square feet.
11. 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
located between the front lot line and the edge of pavement.
including driveways and impervious surfaces
RECEIVED
AU6 2 7 2008
BY:
Form SW40I-Low Density-Rev.2 Page I of 3

(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
(SA: 1,737,863 ft2 x DF: 0.24) — (RA: 115,377 ft2) — (OA: 267,849 ft2) = BUA per Lot = 31861 ft2
(No of Lots: ) J
roads drann9 PO"' all OACp imferv�OVS 71'W
+ � 2 excert for lot # 51 + 52
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. Indicate the page or plan sheet number where supporting
documentation can be found. If the applicant has designated an agent on the Slormwater Management Permit
Application Form, the agent may initial below.
Page/Plan
Initials Sheet No.
IA—IvIA a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
se
e Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
At6i b. Deed restriction language as required on form SWU-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.
�M -'Be C41ts c. Built upon area calculations are provided for the overall project and all lots.
N R MlA d. Project conforms to low density requirements within the ORW AEC (if applicable).
[I 5A NCAC 21-I .1007(2)(b)j
AN 2 e. Side slopes of swales are no steeper than 3:1.
Bra Z f. Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity
are shown if slope is greater than 5%.
��IY1 2 g. Swales are designed to carry, at a non -erosive velocity, at e�
Z h. Swale detail and permanent vegetation is specified on the an AUG
form SW401-Low Density-Rev.2 Page 2 of 3 $Y:

IV. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that 1 am responsible for the performance of the six
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 and Title: Ken Coffer, Member/Manager
Address: 1202 N. Lake Park Blvd, Suite A Carolina Beach, NC 28428
Phone: [phone] , Date: DN- ZZ- OF
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.
El CEE
a Notary Public for the State of 10 C , County of
Nr��J H+W .+ 000--'t, do hereby certify that KL tyN6T_H /e e Dt.FC/L personally appeared before me this a�
day of /9 P A— ( C , a 00 T , and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
SEAL
My commission expires / , 0), a 0 1 -2—
Form SW401-Low Density-Rev.2 Page 3 of 3
RECEIVED
AUG 2 7 2008
BY:

JIQIC JIVI I I IVYGHOI IVIGI IOYCI I IGI It Jy OMI 110
Permit No. SW8 080818
Coral Ridge
Stormwater Permit No. SW8 080818
New Hanover County
Designer's Certification
1 Page 1 of 2
Pgr�,xl� �Q cl , o r-
I, fief hw B&J A41 s5 , as a duly registered Enqj heex in
the Statf Noah Carolina, having been authorized to observe ((!eno ica eekly/full
time) the construction of the project,
CI
(Project)
for Coffpr Inveo}'f'heof Proneri o I LLC (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
N;rclaA A -;miner is All insfnlied to 40 elti + Argd Mrr- in Place o�
Ae or;f'ce pye "'Ie pond is ' gsed as erosion conirvI device.
Signature A, y
Registration Number 26958
Date 7 — (,1 — f L12
114 I `f L
e0io
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 080818
Certification Requirements: Page 2 of 2
f 1. The drainage area to the system contains approximately the permitted
acreage.
J2. 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.
J 4. All roof drains are located such that the runoff is directed into the system.
J 5. The outlet/bypass structure elevations are per the approved plan.
J 6. The outlet structure is located perthe approved plans:
7. Trash rack is provided on the outlet/bypass structure.
J 8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
y' 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
J 11. :The permitted amounts, of surface area and/orvolume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
J 14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
J15. 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

�1��20�1e�es
SFOR� rRA HR RECfSiER
20 HR.. .Cp NWrE OF pEEp
BI(: 54 pG 1
482 f 22 PM A
1f # ;*191j
STATE OF NORTH CAROLINA
DECLARATION OF
CORAL RIDGE SUBDIVISION
PHASES 1 and 2 — SINGLE FAMILY LOTS
(FORMERLY OAK HILL SUBDIVISION)
COUNTY OF NEW HANOVER
THIS DECLARATION, made this � of & q 2009, by CORAL
RIDGE, LLC, hereinafter called "Declarant" (whether one or Aiore persons, firms or
corporations). The designation Declarant as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.)
WITNESETH:
WHEREAS, Declarant is the owner of certain property in New Hanover County,
North Carolina, which is more. particularly described as follows:
BEING all of Lot 52 Coral Ridge Subdivision, Phase 1, as the same is
shown on a plat thereof recorded in Map Book 53 at beginning at Page 46
in the office of the Register of Deeds of New Hanover County.
BEING all of Lots 5IR and 50, Coral Ridge Subdivision, Phase 2, as the
same are shown on a plat thereof recorded in Map Book �-!y_ at
beginning at Page 469 in the office of the Register of Deeds of New
Hanover County.
WHEREAS, the property was formerly known as a portion of "Oak Hill Subdivision"
as shown on a plat recorded in Map Book 32 at Page 67 in said Registry.
WHEREAS, the Declarant has acquired all interests in all the undeveloped sections
and tracts formerly known as "Oak Hill Subdivision", including development rights, and has
renamed the subdivision "Coral Ridge Subdivision".
RETURNED M
KQ"Ww MURP14Y 443-6424
RFCEIV""
JUL 1 4 2010
BY:

Some of the following Covenants are intended to insure ongoing compliance with
North Carolina State Stormwater Management Permit Number SW8 080818 as issued by the
Division of Water Quality under NCAN 2H.1000. The State of North Carolina is made a
beneficiary of these covenants to the extent necessary to maintain compliance with the
stormwater management permit The covenants are to run with the land and be binding on all
persons and parties claiming under them. 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. Alteration of the drainage as shown on the approved plan may not
take place without the concurrence of the Division of Water Quality.
The State of North Carolina is specifically made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwatei Management Permit. 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.
ARTICLE I
Unless it is plainly evident from the context that a different meaning is
intended, the following words and terms shall have the following meanings:
A. Additional Properties. Shall mean and refer to any lands adjoining the
Properties or within a one -mile radius thereof, which now are owned or may be hereafter
acquired or developed by the Declarant and annexed to and made a part of the properties by
the Declarant and subjected to this declaration. The annexation of such additional properties
shall become effective by the recording in New Hanover County by the Declarant of an
amended declaration for each new section annexed. Any properties so annexed may be
attached or detached townhouses, or any other form of single or multi -family development.
B. Allocated interests. The undivided interests in the Common Elements, the
Common Expense liability, and in the Association allocated to each Unit.
C. Assessment A share of the funds required for the payment of assessments for
maintenance of the paved road of Coral Ridge running from Carolina Beach Road to the
property that are from time to time assessed against the Lot and Unit Owners by the Owners'
Association of Coral Ridge. Lots 50, 51R, and 52 shall have no rights to use of pool, pool -
house, clubhouse, or other amenities in later phases of Coral Ridge, so shall only be required
to pay assessments for road upkeep and maintenance, including reserves for repairs and
replacement, and assessments for any common areas and facilities that some said Lots 50,
51 R, and 52, such as retention/detention ponds, and utilities, if any.
D. Association. The non-profit incorporated Association known as Coral Ridge
Owners Association, Inc., the entity responsible for the operation of the Development
pursuant to the Act, which entity includes all of the Lot and Unit Owners acting as a group in
accordance with this Declaration.

E. Board of Managers or Board. Shall mean the Officers of the Association, as
defined herein.
F. Building. All structures and improvements now or hereafter erected upon the
property.
G. Common Elements or Common Areas. Shall specifically any and all areas so
designated, or designated as Open Area, Active or Passive Recreation Area, Green Space, or
similar, on the plat(s) of the development, if any.
H. Common Expenses. Expenditures made by or financial liabilities of the
Association, together with any allocations to reserves. The Common Expenses shall
specifically include the costs of all maintenance and upkeep on the roads and streets of the
development that provide access to the Lots and Units, which roads and streets are private
roads and streets for public use. The Owners of Lots 50, 51R, and 52 are solely responsible
for maintenance of those portions of Lots 50, 51R, and 52 that also serve as access easements
to the Lots.
I. Townhome. The real estate parcels in future phases of Coral Ridge that are
designated as such for separate ownership and the Limited Common Area associated with
each Townhouse.
J. Townhome Documents. Supplement(s) or Amendment(s) to this Declaration
creating townhomes in future phases of Coral Ridge, and the Rules and Regulations, if any,
and all other Exhibits attached thereto and all other documents and regulations promulgated
pursuant to the authority created herein and in the Act, and as such documents shall be
amended from time to time.
K. Declarant. CORAL RIDGE, LLC and its grantees, successors and assigns.
L. Declaration_ This Instrument as it may be from time to time supplemented or
amended form time -to -time.
M. Development Rights. Among those rights hereby reserved by the Declarant are
to add additional phases to the development, to make additions to or to change the
configuration of the Townhome Units and to change or revise the Common Elements or
Limited Common Elements within the townhome development.
N. Roads and Streets. The platted Roads and Streets shall be private roads for public
use, and are maintained by the Coral Ridge owners' association.
0. Supplemental Declaration. A document filed by Declarant to change the
configuration of the Lots or the Townhome Units and to change or revise the Common
Elements or Limited Common Elements within the subdivision in the manner provided
herein, or to add additional properties as may be subsequently subjected to this Declaration
by Supplemental Declaration.

P. Subdivision Documents. This Declaration, and all supplements and
amendments thereto, the Articles of Incorporation of the Association, the Bylaws of the
Association, and all supplements and amendments thereto, all plat and plans of for the
subdivision, Rules and Regulations for the subdivision, the applicable provisions of N.C.G.S..
Chapters 55A and all other similar documents duly authorized, that affect Coral Ridge
Subdivision.
Q. Lot Owner, Unit Owner or Owner. A person or entity, or any combination
thereof, that owns either a Townhouse Unit or a Lot.
R. Plats or Plans: the plats and plans required to be filed with the New Hanover
County Register of Deeds, including those plats or plans entitled "CORAL RIDGE, Phase 1"
and "CORAL RIDGE, Phase T' being duly recorded in that Map Books and Pages of the
New Hanover County Registry referenced above, as the same may be amended or
supplemented from time to time.
ARTICLE 11
PROPERTY SUBJECT TO THIS DECLARATION AND ADDITIONS THERETO
A. Declarant submits only that portion of the land described in hereinabove
upon which Phase 1 and 2 of Coral Ridge Subdivision are to be constructed. Nevertheless,
Declarant hereby reserves the right and option, but not the obligation, to expand the property
subject to this Declaration by adding all or any portion or portions of the land in former
Sections 1, 2 and 3 of Oak Hill Subdivision owned by the Declarant. The Developer also
retains the right to add contiguous, or nearly contiguous, tracts to the project at its sole
discretion, in which case the maximum number of units would be increased.
Any extension shall occur, if at all, by the recordation of one or more supplements or
amendments to this Declaration and one or more supplementary plats as required by law.
Each amendment to the Declaration shall be called a "Supplemental Declaration" or
"Amended Declaration" and shall be executed by the Declarant or its successors and assigns.
The recordation of any such supplemental declaration and expansion of the property subject
to this Declaration effectuated thereby, shall not require consent or ratification of any unit
owner.
B. Additional Properties may be annexed to and made a part of the properties by
the Declarant and subjected to this declaration in multiple additions. The annexation of such
additional properties shall become effective by the recording in New Hanover County by the
Declarant of a supplemental or amended declaration for each new phase annexed.
C. The Common Areas, Common Elements, and facilities, if any, are shown
upon the Plats and Plans recorded in that Map Books and Pages of the New Hanover County
Registry referenced above. All roads and streets are private roads for public use, and all
private roads or streets an to be maintained by the Association.
4

D. The Limited Common Expenses and facilities, if any, are also shown on the
Plats and Plans of the Property recorded in those Map Books and Pages of the New Hanover
County Registry referenced above.
E. Each Lot or Unit shall be conveyed and treated as an individual Property
capable of independent use and fee simple ownership.
ARTICLE III
USE AND STORMWATER RESTRICTIONS
The use Lots 50, 5 1 R and 52 shall be in accordance with the following provisions:
A. No Lot may be divided or subdivided into a smaller Lots nor any portion
thereof sold or otherwise transferred.
B. The Common Elements, Common Areas and facilities shall be used only for
the purposes for which they are intended in the famishing of services and facilities for the
enjoyment of the Lot.
B. All valid laws, zoning ordinances and regulations of all governmental bodies
having jurisdiction thereof shall be observed.
C. No Lot or Unit Owner shall alter any Common Elements of Coral Ridge without
the prior written consent of the ASSOCIATION. Except as allowed herein, no Lot or Unit
Owner shall fix any object to the Common elements or in any manner change the appearance
of the Common Elements without first obtaining the written consent of the ASSOCIATION.
E. There shall be no obstruction of the Lots, Units or Common Elements that
prohibits maintenance of any utilities located therein.
F. In the event that the need for maintenance, repair, or replacement of all or any
portion of the Common Elements and Utility Easements is caused through or by the negligent
or willful act or omission of a Lot or Unit Owner, or by any member of a Lot or Unit
Owner's family, guests, invitees, licensees, agents, occupants, users, or tenants, then the
expenses incurred by the ASSOCIATION for such maintenance, repair, or replacement shall
be a personal obligation of such Lot or Unit Owner. If the Lot or Unit Owner fails to repay
the expenses incurred by the ASSOCIATION within 30 days after notice to the Lot or Unit
Owner of the amount owed, then the failure to so repay shall be a default by the Lot or Unit
Owner under the provisions of this Section, and such expenses shall automatically become a
Default Assessment enforceable in accordance with Article IX herein.
0. Alteration of the drainage as shown on the approved plans may not take place
without the approval of the State of North Carolina Division of Water Quality.

H. The maximum built upon area for Lots 50, 51R, and 52 areas follows: Lot 50:
7002 square feet; Lot 51R: 8,285 square feet, Lot 52 19,656 square feet. The allotted
amount includes any built upon are 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 switnnting pools.
1. Filing 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.
J. Lot 50, 5IF, and 52 shall each maintain a 30' wide vegetated buffer between all
impervious areas and any surface waters.
K. All roof drains must terminate at least 30' from the mean high water nark of
surface waters.
ARTICLE IV
EASEMENTS
A. Easements are hereby declared and granted, and the Board may hereafter
declare, gram or assume easements for utility purposes for the benefit of the Property,
including the right to install, lay, maintain, repair and replace water lines, pipes, sewer lines,
gas mains, telephone and television wires and equipment and electrical conduits, and wires
over, under, along and on any portion of the roads, streets and Common Area.
B. All easements and rights described herein are easements appurtenant, and
shall run with the land by whomsoever owned, and shall inure to the benefit of and be
binding on the undersigned, their successors and assigns, and any owner, purchaser,
mortgagee and other person having an interest in said land, or any part or portion thereof,
regardless of whether or not reference to said easement is made in the respective deeds of
conveyance, or in any mortgage or trust deed or other evidence of obligation, to the
easements and rights described in this Declaration.
C. The Declarant reserves the right to subject the real property in this subdivision
to a contract with Progress Energy, or similar Utility provider, for the installation of street
lighting, which contract requires a continuing monthly payment to Progress Energy, or
similar Utility provider, by each residential customer.
D. An easement is hereby granted to all police, fire protection, ambulance and
similar persons, companies or agencies performing emergency services, to enter upon the
Units and Common Areas, and Limited Common Areas in the performance of theinduties.
ARTICLE V

ENFORCEMENT
A. The ASSOCIATION, or any Owner, shall have the right to enforce, by any
proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and
charges now or hereafter imposed by the provisions of this Declaration. Failure by the
Association or by any Owner to enforce any covenant or restriction herein contained shall in
no event be deemed a waiver of the right to do so thereafter.
B. Invalidation of any one of these covenants or restrictions by judgment or court
order shall in no wise affect any of the other provisions that shall remain in full force and
effect.
ARTICLE VI
NOTICE
The name and address of the initial process agent to receive service of process in any
matters affecting the Property is as follows:
STEPHANNIE MEBANE
1202 NORTH LAKE PARK BLVD., STE A.
CAROLINA BEACH, NEW HANOVER COUNTY, NC 28428
The process agent may be changed by recording in the New Hanover County Registry
a memorandum of change signed the then acting process agent.
ARTICLE VII
TAXES
Each individual Lot or Unit and its undivided interest in the Common Elements and
facilities shall be deemed to be a separate parcel and shall be separately assessed and taxed
for all types of taxes authorized by law, including but not limited to special ad valorem levies
and special assessments. Each Lot or Unit Owner shall be liable solely for the amount of
taxes against his individual Lot or Unit and Undivided Interest in the Common Elements and
facilities and shall not be affected by the consequence resulting from the tax delinquency of
any other Lot or Unit Owner.
ARTICLE VIII

INSURANCE
Each individual Lot shall purchase, maintain in force and administer, hazard, wind
and hail, liability and other forms of insurance for the Lot, improvements thereon, and any
associated interests of the lot.
There shall also be obtained in the Association name master policies of hazard and
liability insurance coverage for the roads, streets and Common Areas and facilities as the
Association shall from time to time determine to be desirable and necessary or as may be
required by the Federal Housing Administration, Veterans Administration or Federal
National Mortgage Association.
ARTICLE IX
ASSESSMENTS
Assessments against Lot and Unit Owners by the Board of Managers made pursuant
to this Declaration shall, if not paid when due, create a lien in favor of the ASSOCIATION
against the Unit of the defaulting owner as provided in Chapter 47F of the North Carolina
General Statutes, and shall be collectable as provided therein.
Regular assessments against Lot Owners shall be established for: 1) upkeep of the
roads and streets that provided access to the Lots; and 2) reserves for the upkeep.
Lots 50, 51 R and 52 shall have no rights to use of pool, pool -house, clubhouse, or
other amenities in later sections of Coral Ridge, so shall only be required to pay assessments
for road upkeep and maintenance, including reserves for repairs, and replacement, and for
assessments for common areas and facilities that serve said Lots 50, SIR, and 52, such as
retention/detention ponds, and utilities.
Special assessment liens shall be automatically created for any common expense that
is not the sole responsibility of the Owner of a Lot or Unit. Special assessments may arise for
maintenance of utilities located in the Common Area. However, if the need for the
maintenance arises due to the actions, or in actions, of one or more Lot or Unit Owners,
that/those Lot and/or Unit Owners shall be solely responsible for the costs of repair.
The lien created by this Article shall be subordinate to the lien of any first mortgage.
Sale or transfer of any Unit shall not affect the lien of any assessment, except that the sale or
transfer of any Unit pursuant to mortgage foreclosure or any proceeding in lieu thereof shall
extinguish the lien of any assessment against the Unit that first became due prior to such sale
or transfer.
Fees, charges late charges, fines and interest charged pursuant to Chapter 47F of the
North Carolina General Statutes and this Declaration are enforceable as assessments under
the Section. If an assessment is payable in installments, the full amount of the assessment
becomes immediately due and payable when the fast installment thereof remains unpaid in

such manner, and the full amount of the assessment shall constitute a lien from the time of
such filing. The ASSOCIATION'S lien may be foreclosed as a mortgage on real estate
under power of sale under Article 2A of Chapter 45 of the General Statutes of North
Carolina, The Trustee for such foreclosure shall be a person or entity appointed by the
Association.
All monetary fines, penalties, interest or other charges or fees levied against a Lot or
Unit Owner pursuant to this Declaration, or any expense of the ASSOCIATION that is the
obligation of a Lot or Unit Owner or that is incurred by the ASSOCIATON pursuant to this
Declaration, and any expense (including without limitation attorneys' fees) incurred by the
ASSOCIATION as a result of the failure of a Lot or Unit Owner to abide by this Declaration,
constitutes a "Default Assessment," enforceable as provide in this Declaration below and in
accordance with the Act. Any installment of an assessment, which is not paid when due, shall
be delinquent. If such an assessment installment becomes delinquent, or if any Default
Assessment is levied, the ASSOCIATION may unilaterally cause the ASSOCIATION to
take any or all of the following actions in thew sole discretion:
(a) Assess a late fee for each delinquency equal to four percent (4"/u)
of the amount due;
(b) Charge interest from the date of delinquency at an interest rate
equal to the lesser of (i) ten percent (10%) per annum or (ii) the maximum legal rate
allowed in the state of North Carolina per annum (the "Default Rate');
(c) Accelerate all remaining assessment installations for the fiscal
year in question so that unpaid assessments for the remainder of the fiscal year shall
be due and payable at once;
(d) Bring an action at law against any Lot Owner personally
obligated to pay the delinquent assessment charges;
(e) File a statement of lien with respect to the Lot and foreclose as
set forth in more detail below.
(f) Assess a fine against the defaulting Lot Owner of up to $150.00.
Any assessment or portion thereof that is not paid when due shall
be delinquent. If any delinquent assessment or any portion thereof is not paid within thirty
(30) days after the due date, the.same shall bear interest from the date of delinquency at the
Default Rate and in addition, a late fee may be assessed as provided above. The Association
may bring an action in the name of the ASSOCIATION (and at the expense of the
ASSOCIATION) against the Lot Owner personally obligated to pay the same, and may
foreclose the lien against the Lot Owner in the same manner as provided in North Carolina
for the foreclosure of deeds of trust, or both, and, in either event, interest, costs and
reasonable attorney's fees of any such action shall be added to the amount of such
assessment. The ASSOCIATION may bid for the Unit at the foreclosure We and acquire,
hold, lease, mortgage, and convey the Unit. The sale or transfer of any Unit shall not affect
the assessment lien or relieve such Unit from the lien for any subsequent assessments.
ARTICLE X

BINDING EFFECT
The convenants and restrictions of this Declaration shall run with and bind the land,
and shall inure to the benefit of and be enforceable by the ASSOCIATION or the owner of
any Lot subject to this Declaration, their respective legal representatives, heirs, successors
and assigns.
ARTICLE XI
AMENDMENT
This Declaration may be amended at any time and from time to time by an instrument
in writing executed by the Declarant as long as Declarant owns no less than 501/o of the Lots
and Units, including future Units, or by the holders of sixty-seven percent (67%) of the votes
in CORAL RIDGE, and any such amendment shall be effective upon the recording of such
Supplement or Amendment(s) in the Office of the Register of Deeds for New Hanover
County.
The Declarant may amend this Declaration at any time prior to December 31, 2015, in
order to add additional phases to the development.
The Declarant, its successors or assigns, may file Supplemental Declarations from
time to time authorizing, approving, and detailing the reconfiguration, renovation and
remodeling of the Lots, Units, Common Elements, and Common Areas. In the event of any
disagreement between the owners of the Units as to what is fair, proper and appropriate and
in order to prevent a stalemate which would result in a detriment to all concerned parties it is
agreed that any dispute or disagreement that can't be settled to the satisfaction of both Unit
Owners within thirty days will be submitted to binding arbitration in accordance with
Arbitration as set forth in North Carolina General Statute Chapter 1 Article 45C, the Revised
Uniform Arbitration Act, and settled in that manner.
ARTICLE XII
THE ASSOCIATION
A. Common Elements. Except as otherwise specified herein, the
ASSOCIATION will maintain, repair and replace all roads and street, and all utilities within
the Common Area The costs of such maintenance, repair and replacement shall be a
Common Expense. All damage done to the Common Elements by or for the
ASSOCIATION shall be repaired by the ASSOCIATION and the cost thereof shall be a part
of the Common Expenses.
C. Membership. Every Lot and Unit Owner shall be a member of the
ASSOCIATION. Membership shall be appurtenant to and may not be separated from
ownership of a Lot or Unit. No Lot or Unit Owner, whether one or more persons, will have
ore than one membership per Lot or Unit owned, but all of the persons owning each Unit will
be entitled to rights of membership and use and enjoyment appurtenant to such ownership.
10

D. Transfer of Membership. A Lot or Unit Owner shall not transfer, pledge or
alienate his Membership in the ASSOCIATION in any way, except upon the sale or
encumbrance of the Lot or Unit, and then only to the purchaser of his Lot or Unit.
E. Class of Membership. The Association shall have two classes of voting
memberships
1. Class "A". Class A members shall be all Owners with the exception of the .
Declarant and shall be entitled to one vote for each Lot or Unit owned. When more
than one person holds an interest in the Lot or Unit, all such persons shall be
members. The vote for such Lot or Unit shall be exercised as they among themselves
determine, but in no event shall more than one (1) vote be cast with respect to any Lot
or Unit.
2. Class "B". The Class B member shall be the Declarant and shall be entitled to
five (5) votes for each lot or unit constructed, or to be constructed. The Class B
membership shall automatically terminate upon the happening of either of the two
following events, which ever occurs earliest:
(a) Upon the closing of the sale of 85% of all units in all phases, on an
overall basis in the development, or
(b) ten years after the sale of the first unit, or June 30, 2018.
F. Voting Rights. Except as otherwise provided herein or in the By -Laws, each
member shall be entitled to vote in ASSOCIATION matters. When more than one person
holds an interest in any Unit, all such persons shall be members. The vote for such Unit shall
be exercised by one person or alternative persons as the Unit Owners among themselves
determine. If more than one of the multiple owners is present at a meeting in person or by
proxy, the vote allocated to their Unit may be cast only in accordance with the agreement of a
majority in interest of the owners as evidenced by a written designation filed with the
secretary of the ASSOCIATION. There is a majority agreement if any of the multiple
owners casts the vote allocated to his Unit without protest being made promptly to the person
presiding over the meeting by any of the other owners of the Unit.
G. Managemnt and Control. Management for the affairs of the Association,
excepting architectural control, shall be the right and responsibility of its board of directors in
accordance with the declaration and the by-laws; PROVIDED, HOWEVER, that all of the
powers and duties of the Board of Directors may be exercised by the Declarant until such
time as 75% of the Lot and Units have been sold and conveyed by the Declarant to
purchasers, or until January 2014, whichever occurs first. Subject however, that management
and control may be transferred to the lot owners at any time but no later than 36 months after
the happening of either of the above events. The Developer may maintain architecture]
control until all Lots and Units have been sold, or until such control shall be expressly
relinquished to the Association in writing, whichever occurs earliest.
11

H. Officers. The initial officers of the Association shall be the President of the
Association, Stephanie Mebane, and the Secretary/Treasurer, Sarah Carlson.
IN TESTIMONY WHEREOF, the Declarant has caused this document to be executed
this the 15- day of T✓H7' , 2009.
DECLARANT: CORAL RIDGE, LLC
BY: %��---r-u� (SEAL)
STATE OF NORTH CAROLINA COUNTY OF
1, _S I m up"P' , a Notary Public for the State and,
County aforesaid, do hereby certify that M&SOMAO 7. A rph4 Member/Manager
of CORAL RIDGE, LLC, personally appeared before me, as prolkii by photographic
identification, this day and acknowledged the execution of the foregoing instrument as a duly
authorized act of the said Company.
This the tat day J'u^y- 2009
N Public
My Commission Expires: `t D/ 0
Nowy Pubft North Catollnti
CwTty of Brunswick
SINA C. VEREEN
12

ISHED
JENNIFER H. MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
ItNflf.Nf1f1H1fif11N1M11NO...MNMff M1Mf1NINfIf11NINfNINliflffNf 1NIff1MN1MIf1NIfffN11NI11f1NNf
Filed For Registration:
Book:
Document No.:
Recorder:
06/01/2009 04:14:22 PM
RE 5411 Page: 1390-1402
2009019705
13 PGS $47.00
CARTER,CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2009019705*
2009019705

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed. restrictions
and protective covenants are required for Low Density Residential Subdivisions where lots will be
subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level.
I, ken Co foe^ acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Co.a & R, o%rr
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 5%4JI 030%\Oo , as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality. lot 519g12855.f lot ero 7oao V.
6. The maximum allowable built -upon area per lot is lot 52 -110656' 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, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. 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.
9. Each lot will maintain a 30 foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall termi a lea foot from the mean high water mark of surface waters.
Signature %7l,/o Date: 41 ZZ
C( LE-Ej ICE
a Notary Public in the
State of (%(D , County of ,UECA) F( A ,0D JJ E'f'\O
do hereby certify that KEN K.7KEN 6-T7-IH Ooo �c .ciC personally appeared
before me this the 0 Z_ day of C_ 20 d and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
````` niKY
iiq�� �'
SEAL` \��• N ••• A
O'tARY ':JS
J - PlO'\ 2a
Signature
My Commission expires
AUG 2 7 2008
Form DRPC-5 Rev.1 Page 1 of 1