SW8030724_Historical File_20031202

pF W A7- 09 Michael F. Easley, Governor
P William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 2, 2003
Mr. Fleming Gibson, President
Ocean Ridge Farms, Inc.
351 Ocean Ridge Parkway, SW
Ocean Isle Beach, NC 28469
Subject: Stormwater Permit No. SW8 030724
Ocean Ridge Plantation Phase IV, Section 6
High Density Project
Brunswick County
Dear Mr. Gibson:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Ocean Ridge Plantation Phase IV, Section 6 on October 8, 2003. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 030724 dated December 2, 2003, for the construction of the
subject project.
This permit shall be effective from the date of issuance until December 2, 2013, and
shall be subject to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sincerely,
1a�CV——
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:tWQS\STORMWAT!PERMIfl030724.dec03
cc: Jay Houston, P.E., Houston &Associates
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington,NC 28405 (910 350-2004 Fax [phone] _ E

State Stormwater Management Systems •
Permit No. SW8 03(3724,
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Fleming Gibson, Ocean Ridge Farms, Inc.
Ocean Ridge Plantation, Phase IV, Section 6
Brunswick County
FOR THE --
construction, operation and maintenance of 5 wet detention ponds, 4 onsite and one
offsite, in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules") and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 2, 2013, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on pages 4 and 5 of this permit, the Project Data Sheet. The
stormwater control wet ponds numbered 1-4, and the offsite po9d (#10) haw
-
been
been designed to handle a runoff from 222,557 ft , 122,525 ft , 266,597 ft
152,991 f , and 185,757 ft , respectively, of impervious area associated with this
project.
3. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
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State Stormwater Management Systems
Permit No. SW8 030724
5. The runoff from all built-upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control systems, as
indicated on the approved drainage area plan. A permit modification must be
submitted and approved prior to the construction of additional built-upon area
within the permitted drainage area, or built-upon area from outside of the
permitted drainage area.
6. This project proposes to treat a portion of it's runoff in the existing wet detention
pond #10, permitted under the latest version of SW8 980801, issued to Ocean
Ridge Farms, Inc. A total of 403,972 f of offsite built-upon area was origiqally
allotted for this pond. This project proposes that the runoff from 185,757 fr be
treated by pond #10. After this development, there will be 218,044 ft' of offsite
built-upon area remaining that can drain to Pond #10.
7. The offsite pond #10, permitted under SW8 980801, must be complete and
operational for its intended use prior to the construction of any built-upon area
within the'drainage area of Pond 10 from this project. Additionally, the offsite
pond must be certified by an appropriate designer that it has been constructed
within substantial conformity with the approved plans prior to the construction of
any built-upon area within the drainage area of Pond 10.
3 of 10

State Stormwater Management Systems
Permit No. SW8 030724
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Ocean Ridge Plantation, Phase IV, Section 6
Permit Number: SW8 030724
Location: Brunswick County
Applicant: Mr. Fleming Gibson, President
Mailing Address: _Ocean Ridge Farms, Inc.351 Ocean Ridge Parkway, SW •
Ocean Isle Beach, NC 28469
Application Date: October 8, 2003
Receiving Stream/River Basin: Shallotte River/ Lumber
Stream Index Number: ., LBR59 15-25-2-15-(1)
Classification of Water Body: "C Sw HQW"
Pond Number: 1 2 3 4
Drainage Area, cres: 11.59 4.94 . 8.79 5.06
Onsite, f 11.59 4.94 8.79 5.06
Offsite, ft2: 0 0 0 0
Total Impervious Surfaces, ft2: 222,557 122,525 266,597 152,991
Pond Depth, feet: 6.0 6.0 6.0 6.0
TSS removal efficiency: 90% for all ponds (no filter is required)
Permanent Pool Elevation, FMSL: 47.0 46.0 47.5 50.50
@Permitted Surface Area, ft2: 52,229 21,458 19,294 15,245
Permitted Storage Volume, ft3: 26,659 11,012 22,585 16,471
Temporary Storage Elev., FMSL: 47.5 46.5 48.6 51.5
©Controlling Orifice: 2@2"0 2" 0 2.5" 0 2"0
Permitted Forebay Volume, ft3: 57,250 21,333 14,275 7,795
©To be provided at the permanent pool elevation.
©Must draw down the pond to the permanent pool elevation in 2-5 days.
4 of 10 .

State Stormwater Management Systems
Permit No. SW8 030724
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: Ocean Ridge Plantation-Phase 2, Sections 2 & 3
and Phase 3, Section 1
Permit Number: SW8 980801
Location: Brunswick County
Applicant: Mr. Fleming Gibson, President
Mailing Address: Ocean Ridge Farms, Inc.
351 Ocean Ridge Parkway
Ocean Isle Beach, NC 28469
Application Date: October 11, 2002 (Modification)
July 3, 2003 (Modification for SW8 020219)
Name of Receiving Stream: Shallotte River
Index Number: LBR 15-25-2-(1)
Classification of Water Body: "C Sw HQW"
Pond Number: 7 8 9 10
Permitted Drainage Area, acres: 3.13 13.64 50.05 112.95
Design Storm: 1" 1" 1" 1"
Maximum Built-upon area, ft2: 59,241 235,224 800,284 1,372,052
Lots at 8,000 f : 2 40,946 199,940 0 315,810
Roads/Parking, ft 18,295 35,284 0 53,099
Cartpath or SW ft` 0 0 4,443 8,233
SW8 020219, ft:: 0 0 421,478 590,938
SW8 030724, ft2: 0 0 0 185,757
Future/Offsite Area, ft2: 0 0 374,363 218,044
Pond Depth, feet: 5 7 6.5 5
Permanent Pool Elev., FMSL: 41 37 45.5 44
Permitted Surface Area, ft2: 6,100 9,044 149,270 101,263
Permitted Storage Volume, ft3: 6,950. 20,149 75,646 127,510
Temporary Storage Elev., FMSL: 42 39 46 45.2
Controlling Orifice, pipe diameter 1.25"cp 2"cp 5"9 5"cp
5 of 10
. . . •.. . - •

State Stormwater Management Systems
Permit No. SW8 030724.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation.and Maintenance Plan must be followed in-
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment
system.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lase of any portion of the
property.
6 of 10

State Stormwater Management Systems
Permit No. SW8 030724
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures; built-upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.-
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The permittee must maintain compliance with the proposed built-upon area and
ensure that the runoff from all the built-upon is directed into the permitted
system.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
• accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
7 of 10

State Stormwater Management Sy§tems •
Permit No. SW8 030724 •
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 2nd day of December, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Kfimek,PP.E., irU ector
VI. Division of Water Quality
By Authority of the Environmental Management Commission
8 of 10

State Stormwater Management Systems
Permit No. SW8 030724
Ocean Ridge Plantation Phase IV Section 6
Stormwater Permit No. SW8 030724
Brunswick County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically!weekly/
full time)the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
9of10

State Stormwater Management Systems
Permit No. SW8 030724
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area-associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Ayock, Brunswick County Building Inspections
10 of 10

Date Received Fee Paid --
Permit Number
7/1 /O 3 c JG 1.k 8 i) O y
State of North Carolina
Department of Environment and Natural Resources
Division of Water:Quality •
-
STORMWATtli.MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Oc o Roche Fa roN S , Tnc.
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
3S-I OrireL.%. 2 ieMC PeA/ke..a6 SW
City: Ocec..j Isla ge.e.tln State: NC Zip: & -1 T
Telephone Number: ( q/O ) 0?87-(7D-I •
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters.operation and maintenance agreements,etc.):
()cos" icL5 a Picwt 1-ae n i P.as TO Sew-?e n 6
5. Location of Projectr� (street address):
Ocecurt Fit a ?ftGnIca.A-Zah - DA/4m60 r Lo y
City: ticeA, =ale Reca.k County: B Cu,n5 e_,:c la
6. Directions to project(from nearest major intersection):
Fromm. Trui•ers.r41ein of (IS I(e-,Y. 1 r7 anal AiC `j04/ ,Uor+h ae roc
NILA': Le. Or q7fr.n 2:e r 010"4.4.4.41an i 5 t1 r% ezo k+-
7. Latitude: 3 3° SC f Longitude: 7$c 30,
of project
8. Contact person who can answer questions about the project
Name: F(e ew1 r c.b S6 el Telephone Number: ( Ito ) A97-17�
IL PERMIT INFORMATION:
1. Specify whether project is(check one): i New Renewal Modification
Farm SWU-l01 Version 3.99 Page 1 of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number NSA and its issue date(if known)
3. Specify the type of project(check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements(check applicable blanks):
CAMA Major )(Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater management for the project.
r + 44X ►l 4 •
sa,kll bt -Frea-kd is+ r..i -a1p nets
2. Stormwater runoff from this project drains to the he r River basin.
3. Total Project Area: 103.7 I acres 4. Project Built Upon Area: IP 1.0 71 %
(Feonl OUl1AU SIB.) PLAN)
5. How many drainage areas does the project have? S rl•Or FS rT
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
ag OFFSITE To sw up to
1 6a1 Prol.( - (sec �e� of SbA18 �0$o QOI
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name 5 kaI I z ?user' Shall°44, River
Receiving Stream Class a Su-) C SW
Drainage Area IOVJI At— 4 71 g sP 2.4319 At. 323,734 SF _
Existing Impervious Area — t� _
Proposed Impervious*Area of.g i g s,A, 9 5o;427 3F 4..2c,44 4 /85.757 sP
Impervious*Area(total) ..I.0% S7, 37 I
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings 41.44411. 4111 s F .2._o iretA, $l Ili SF
On-site Streets
On-site Parking ,►a.ogs4& 6724.1 441 iF 2J rs-Ac. 941.G 311's P
On-site Sidewalks
Other.on-site (Nei\ p,_z tg 4 Ac. /a '4 3 SF
Off-site
* Total:at g182Ac „In;. 4.27 so !Total: o12 gG44Ac. I$S 7S7 so
Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version 3.99 Page 2 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number /1/f,4 and its issue date(if known)
3. Specify the type of project(check one):
_Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements(check applicable blanks):
_CAMA Major Sedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater management for the project.
Pr o,ec4 Cons:3+S of '42 i oncLoo • l ±tgfanfrs t rood Oar k`Lib c,AG( 0 A e
?no\. 5 c r ca f /A (( b e f rea4ed 1n a.+c.aj er nI.
2. Stormwater runoff from this project drains to the Lt......be r River basin.
3. Total Project Area: 10 3.7 I acres 4. Project Built Upon Area: 9( .0
5. How many drainage areas does the project have? S r1-4r F5 IT F')
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
&w Pond .4*
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name ver Sha Il4fe- Ruler
Receiving Stream Class c c
Drainage Area lr.S4- L saly9SF 493ffi Qc =Trio9 SF
Existing Impervious*Area <
Proposed Impervious*Area S to a A. aael Ss7so Sf a8Ac. 1231 c sF
%Impervious*Area(total) 94.07 % SG.cG %
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings _a 04.c- ,"a sF kg.621A. SSQo 3 SF
On-site Streets
On-site Parking 3.0C.WAc- L334sSsF L cr0 i A 47�5—a7 sF
On-site Sidewalks _
Other on-site _ — -
IOff-site
* Total' S.1 o9afk_.._c223.SS7sF Total: r2.812 Ac.. / g flairImpervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version 3.99 Page 2 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number i(/f,Cf: and its issue date(if known)
3. Specify the type of project(check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements(check applicable blanks):
CAMA Major x Sedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater management for the project.
�rrfi cc-4 Cons:S+S of 42, :tigers �Qad Pa.rk115 an4f Qne
cic . SEort..._ .r 44AseS£- 1..:t( bt +rca4ed io .fntw.aal-er tond5
2. Stormwater runoff from this project drains to the L G.....,be r River basin.
3. Total Project Area: l03,7I acres 4. Project Built Upon Area: oP I.Q
5. How many drainage areas does the project have? _S (! -D S ti
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name 61%0404I.c Euler' Sha 44t Ruder
Receiving Stream Class C. Sw C Sw _
Drainage Area g.787IA_ 3Za,76C IF . Oi 7 Ac. =Of S-31 SF
Existing Impervious*Area — _..
Proposed Impervious*Area � I pOaf1c (xi,6 cl63F 3,5729 4, /Sr3 991 se
%Impervious"Area(total) 69 c S% ( f 37 %.
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings .72 74Ac K ',Bo&SF ! I.34 3 34c Sly/3i'S'sr
On-site Streets
On-site Parking 3 -
./o44Ac. / BsF a. pin*. 9 Goa sec-
On-site Sidewalks
Other.on-site (r'boC) D.2,&pl Ac. q sG 3 sF '—
Off-site .Total:G. /ao c. :IGG,CZ SF Total: 3,1/o'► Ac. •ISas 991�F
*Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version 3.99 Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 030724
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Fleming Gibson, Ocean Ridge Farms, Inc.
Ocean Ridge Plantation, Phase IV, Section 6
Brunswick County
FOR THE
construction, operation and maintenance of 5 wet detention ponds, 4 onsite and one
offsite, in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules") and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 2, 2013, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on pages 4 and 5 of this permit, the Project Data Sheet. The
stormwater control wet ponds numbered 1-4, and the offsite pogd (#10) have
been designed to handle the runoff from 222,557 ft , 122,525 ft , 266,597 ft ,
152,991 ft`, and 185,757 ft , respectively, of impervious area associated with this
project.
3. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
2 of 10

State Stormwater Management Systems
Permit No. SW8 030724
5. The runoff from all built-upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control systems, as
indicated on the approved drainage area plan. A permit modification must be
submitted and approved prior to the construction of additional built-upon area
within the permitted drainage area, or built-upon area from outside of the
permitted drainage area.
6. This project proposes to treat a portion of it's runoff in the existing wet detention
pond #10, permitted under the latest version of SW8 980801, issued to Ocean
Ridge Farms, Inc. A total of 403,972 ft of offsite built-upon area was originally
allotted for this pond. This project proposes that the runoff from 185,757 fr be
treated by pond #10. After this development, there will be 218,044 ft of offsite
built-upon area remaining that can drain to Pond #10.
7. The offsite pond #10, permitted under SW8 980801, must be complete and
operational for its intended use prior to the construction of any built-upon area
within the drainage area of Pond 10 from this project. Additionally, the offsite
pond must be certified by an appropriate designer that it has been constructed
within substantial conformity with the approved plans prior to the construction of
any built-upon area within the drainage area of Pond 10.
3 of 10

State Stormwater Management Systems
Permit No. SW8 030724
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Ocean Ridge Plantation, Phase IV, Section 6
Permit Number: SW8 030724
Location: Brunswick County
Applicant: Mr. Fleming Gibson, President
Mailing Address: Ocean Ridge Farms, Inc.
351 Ocean Ridge Parkway, SW
Ocean Isle Beach, NC 28469
Application Date: October 8, 2003
Receiving Stream/River Basin: Shallotte River/ Lumber
Stream Index Number: LBR59 15-25-2-15-(1)
Classification of Water Body: "C Sw HQW"
Pond Number: 1 2 3 4
Drainage Area, Acres: 11.59 4.94 8.79 5.06
Onsite, ft2: 11.59 4.94 8.79 5.06
Offsite, ft . 0 0 0 0
Total Impervious Surfaces, ft2: 222,557 122,525 266,597 152,991
Pond Depth, feet: 6.0 6.0 6.0 6.0
TSS removal efficiency: 90% for all ponds (no filter is required)
Permanent Pool Elevation, FMSL: 47.0 46.0 47.5 50.50
©Permitted Surface Area, ft2: 52,229 21,458 19,294 15,245
Permitted Storage Volume, ft3: 26,659 11,012 22,585 16,471
Temporary Storage Elev., FMSL: 47.5 46.5 48.6 51.5
©Controlling Orifice: 2@2"0 2" 0 2.5" 0 2`0
Permitted Forebay Volume, ft3: 57,250 21,333 14,275 7,795
©To be provided at the permanent pool elevation.
©Must draw down the pond to the permanent pool elevation in 2-5 days.
4 of 10

State Stormwater Management Systems
Permit No. SW8 030724
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: Ocean Ridge Plantation-Phase 2, Sections 2 & 3
and Phase 3, Section 1
Permit Number: SW8 980801
Location: Brunswick County
Applicant: Mr. Fleming Gibson, President
Mailing Address: Ocean Ridge Farms, Inc.
351 Ocean Ridge Parkway
Ocean Isle Beach, NC 28469
Application Date: October 11, 2002 (Modification)
July 3, 2003 (Modification for SW8 020219)
Name of Receiving Stream: Shallotte River
Index Number: LBR 15-25-2-(1)
Classification of Water Body: "C Sw HQW"
Pond Number: 7 8 9 10
Permitted Drainage Area, acres: 3.13 13.64 50.05 112.95
Design Storm: 1" 1" 1" 1"
Maximum Built-upon Brea, ft2: 59,241 235,224 800,284 1,372,052
Lots at 8,000 ft : 40,946 199,940 0 315,810
Roads/Parking, ft2• 18,295 35,284 0 53,099
Cartpath or SW ft` 0 0 4,443 8,233
SW8 020219, ft': 0 0 421,478 590,938
SW8 030724, ft2: 0 0 0 185,757
Future/Offsite Area, ft2: 0 0 374,363 218,044
Pond Depth, feet: 5 7 6.5 5
Permanent Pool Elev., FMSL: 41 37 45.5 44
Permitted Surface Area, ft2: 6,100 9,044 149,270 101,263
Permitted Storage Volume, ft3: 6,950 20,149 75,646 127,510
Temporary Storage Elev., FMSL: 42 39 46 45.2
Controlling Orifice, pipe diameter: i.25"cp 2"cp 5"cp 5"cp
5of10

State Stormwater Management Systems
Permit No. SW8 030724
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
C. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment
system.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property.
6 of 10

State Stormwater Management Systems
Permit No. SW8 030724
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The permittee must maintain compliance with the proposed built-upon area and
ensure that the runoff from all the built-upon is directed into the permitted
system.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.
III. GENERAL CONDITIONS
I. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
7 of 10

State Stormwater Management Systems
. Permit No. SW8 030724
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal)which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 2nd day of December, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
` — 1 Division of Water Quality
By Authority of the Environmental Management Commission
8 of 10

RECEIVED
OCT 0 8 2003
DWQ
PROJ,# SLU$ O30-7 21-
SUPPLEMENTAL DECLARATION OF COVENANTS,CONDITIONS AND
RESTRICTIONS FOR PHASE IV,SECTION 6, AT OCEAN RIDGE PLANTATION
Prepared by: Murchison,Taylor&Gibson,PLLC
16 North Fifth Avenue
Wilmington,NC 28401
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
This SUPPLEMENTAL DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS FOR PHASE IV, SECTION 6 AT OCEAN RIDGE PLANTATION
(herein"Supplemental Declaration"),made this the day of ,2003.
WITNES SETH:
WHEREAS, Ocean Ridge Farms, Inc. (herein "Declarant") is the developer of
certain real property in Brunswick County, North Carolina, known generally as Ocean Ridge
Plantation;
AND WHEREAS, Declarant is the fee simple owner of certain real property
located in Shallotte Township, Brunswick County, North Carolina, as shown in the recorded Plat
more particularly described in Exhibit A attached hereto and incorporated herein by reference
(herein, "Property"), and desires to create within the Property a residential community consisting of
42911 1

residential dwellings to be known as Phase IV, Section 6 at Ocean Ridge Plantation, and further
desires that the Property be used, developed and maintained and managed for the benefit and
welfare of the Property and all owners of said Property.
AND WHEREAS, the Declarant desires to provide for the preservation of the
property values and the desirability and attractiveness of the Property and for the continued
maintenance of the landscaping of limited common areas and yards within the Property, and such
recreational facilities and common areas as may be provided; and the Declarant has deemed it
desirable for the efficient preservation of the values and the maintenance and operation of the
recreational facilities and common areas that certain covenants, conditions, easements, assessments,
liens and restrictions governing the use and occupancy of the Property be established and declared
to be covenants running with the land.
AND WHEREAS, Declarant has previously executed and recorded the Master,
Declaration of Covenants, Conditions and Restrictions for Ocean Ridge Plantation in Book 1021,
Page 811, Brunswick County Registry (herein "Master Declaration"), which contains covenants,
conditions and restrictions applicable to all property within the Subdivision known as Ocean Ridge
Plantation.
AND WHEREAS, the Property described herein is Future Development Property as
defined in the Master Declaration.
AND WHEREAS, pursuant to the provisions of Article IX of the Master
Declaration, Declarant desires to add the Property described herein to the Subdivision known as
Ocean Ridge Plantation, and to subject the Property described herein to the recorded Plat, the
Master Declaration and to this Supplemental Declaration, which contain covenants, conditions
42911 2

and restrictions which are made applicable to the Property by the recording of this Supplemental
Declaration;
NOW, THEREFORE, in consideration of the premises, the Declarant declares as
follows:
ARTICLE I
DEFINITIONS
1.1. The Declarant adopts the definitions of terms as set out in the Master
Declaration, except as specifically modified or changed by this Supplemental Declaration.
1.2. The following definitions shall apply for purposes of this Supplemental
Declaration.
1.2.1. "Property" as used in this Supplemental Declaration shall refer to
the real property described in Exhibit A attached hereto and incorporated herein by reference.
1.2.2. "Limited Common Areas" shall be those areas which shall be
limited in use to those owners of the Property, or their guests, invitees, licensees or immediate
family members, and designated as Limited Common Areas on any duly recorded plat of the
Property,including any plats recorded in the future.
1.: Dwner" shall mean one or more persons or entities which hold the
record title to any Unit within the Property.
ARTICLE II
MASTER DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
2.1. The Declarant hereby adopts by reference, as if fully set out herein, all
provisions of the recorded Plat and the Master Declaration and any supplements or amendments
thereto, except as specifically amended,modified, limited or otherwise provided herein.
42911 3

2.2. All of the Property is and shall be held, transferred, sold, conveyed,
occupied, and used subject to the covenants, conditions,restrictions and other matters set forth in
the recorded Plat, the Master Declaration and in this Supplemental Declaration, and said recorded
Plat, Master Declaration and this Supplemental Declaration shall be construed as covenants
running with the described Property, which shall be binding on all parties having or acquiring
any right, title or interest in the described Property, or any part thereof; and which shall inure to
the benefit of each owner thereof, for and during the time herein specified. Every party hereafter
acquiring any Unit or portion thereof, or any interest therein, in the above-described Property, by
acceptance of a deed conveying title thereto or by execution of a contract for the purchase
thereof, whether from the Declarant or a subsequent owner of such Unit or interest therein, shall
accept such deed or contract subject to each and all of the covenants, restrictions, agreements and
other matters contained in the recorded Plat, the Master Declaration and these Supplemental
Declarations, as well as any additions or amendments thereto, and also subject to the jurisdiction,
rights and powers of the Declarant, the Association, and their successors and assigns as set out
herein and in the Master Declaration. Each grantee of any Unit subject to this Supplemental
Declaration, by accepting the deed or contract thereto, shall for himself; his heirs, personal
representatives, successors and assigns, covenant, consent and agree to and with the Declarant,
the Association, and with grantees and subsequent owners of each of the Units within the
Property, to keep, observe, comply with and perform said Master Declaration, this Supplemental
Declaration, and any additions or amendments thereto.
42911 4

ARTICLE III
ADDITIONAL PROVISIONS
3.1. The covenants, conditions and restrictions of this Supplemental
Declaration may be amended as provided in the Master Declaration.
3.2. There is reserved to and for the benefit of the Declarant, the Association,
and their successors and assigns, an easement in, on, over, across and through that portion of the
Property, within ten feet (10') of the mean high water line of any pond, lake, stream, creek,
wetland area, or other body of water (herein "Waterfront Easement"), for the purpose of repair,
maintenance and improvement of said Waterfront Easement, pond, lake, stream, creek, wetland
area, or any other body of water.
3.3. For the purposes of this Supplemental Declaration, Section 12.5 of the
Master Declaration is hereby amended to delete the provisions contained in Section 12.5 (p) (iii)
and to substitute in lieu thereof the following:
"(iii) The rental of any Units within the Property for any period of time
shall be allowed, subject to the right of the Board to adopt and enforce reasonable rules and
regulations on such rental activity."
3.4. For the purposes of this Supplemental Declaration, Section 12.6 of the
Master Declaration is hereby amended to provide as follows:
"12.6 Stormwater Runoff Rules. The following covenants in this Section 12.6
are intended to ensure ongoing compliance with North Carolina Stormwater Management Permit
Number SW8 020221, (herein called "Permit"), as issued by the North Carolina Division of
Water Quality or any successor agency(herein called"Division of Water Quality"),under NCAC
2H.1000, evidencing the approval of the stormwater drainage plan for the Property(herein called
"Approved Plan").
(a) The State of North Carolina is made a beneficiary of the covenants
contained in this Section 12.6,to the extent necessary to maintain compliance with the Permit.
42911 5

(b) The covenants pertaining to stormwater in this Section 12.6 may -
not be altered or rescinded without the express written consent of the Division of Water Quality.
(c) Alteration of the drainage as shown on the Approved Plan may not
take place without the concurrence of the Division of Water Quality.
(d) Filling in, piping or altering any designated 5:1 curb outlet swale
associated with the Property is prohibited by any persons.
(e) The Approved Plan for this Property provides for a Wet Detention
System with engineered stormwater ponds designed in accordance with the 2003 Stormwater
Management Rules and Regulations as issued by the State of North Carolina. Each stormwater
pond shown on the plan approved by the Permit shall include the required forebay, the permanent
pool and storage pool elevations and the surface areas, and the required vegetative cover above
the pennanent pool. A portion of the runoff from the Property is treated off-site in stomrwater
pond#10 of Permit Number SW8 980801.
(f) The maximum allowable built-upon area within the Property is
described herein is 21.82 acres. This allotted amount includes any built-upon area constructed
within the lot property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking area, but does not include raised, open
wood decking, or the water surface of swimming pools.
(g) All stormwater runoff from the built-upon areas on each Unit
within the Property must drain into the permitted system. This may be accomplished through
providing roof drain gutters which drain to the street, grading the lot to drain toward the street, or
grading perimeter swales to collect lot runoff and directing them into the stormwater system or
into the street. Lots that will naturally drain into the system are not required to provide these
additional measures."
3.5 Except as specifically set out in this Supplemental Declaration, the
remaining provisions of the Master Declaration remain as set out therein.
NEXT PAGE IS SIGNATURE PAGE
42911 6

IN WITNESS WHEREOF, the Declarant has caused this instrument to be
executed in its name by its duly authorized officers and its seal affixed, the day and year first
above written.
DECLARANT OCEAN RIDGE FARMS,INC.
By:
ATTEST: President
Secretary
[CORPORATE SEAL]
42911 7

STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, , a Notary Public of the State and
County aforesaid, certify that personally came before me this day and
acknowledged that he/she is Secretary of Ocean Ridge Farms, Inc., a North Carolina
corporation with its principal office in Brunswick County, and that by authority duly given and as
the act of the corporation, the foregoing instrument was signed in its name by its
President, sealed with its corporate seal, and attested by himself/herself as its
Secretary.
WITNESS my hand and official seal this_day of ,2003.
Notary Public
My Commission Expires:
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The foregoing certificate of ,Notary Public,
is certified to be correct.
This the day of , 2003.
REGISTER OF DEEDS OF BRUNSWICK COUNTY
By:
Deputy
42911 8

EXHIBIT A
Being the same property shown in that plat entitled"Survey for Ocean Ridge Plantation of 59.63
Acres", dated July 30, 2003, recorded in Map Cabinet , pages
Brunswick County Registry. And being the same property conveyed to Ocean Ridge Farms,Inc.by
instruments recorded in Book ,page ,Brunswick County Registry.
42911 9

CONSENT OF MORTGAGEE
Bank of America, N. A., a National Banking Corporation, formerly known as
NationsBank, N.A. (Carolina) and as NCNB National Bank of North Carolina, is the holder of a
certain Deed of Trust on the property as described in the foregoing Supplemental Declaration of
Covenants, Conditions and Restrictions for Phase III, Section 2 at Ocean Ridge Plantation, said
Deed of Trust having been filed in Book 1419, Page 943, in the Office of the Register of Deeds of
Brunswick County, and as holder of said Deed of Trust does hereby consent to the terms,
conditions and covenants in the foregoing Supplemental Declaration and agrees that the lien of said
Deed of Trust is subject to the terms, conditions and covenants contained in said Supplemental
Declaration.
In witness whereof, Bank of America, N. A. has caused this Consent of Mortgagee
to be signed in its corporate name by its duly authorized officer by authority of its Board of
Directors,this the day of ,2003, and PRLAP, Inc., having been appointed
substitute trustee by instrument recorded in Book 1404,page 323, Brunswick County Registry,has
caused this Consent of Mortgagee to be signed in its corporate name by its duly authorized officers
by authority of its Board of Directors,this the day of ,2003.
BANK OF AMERICA,N. A.
By:
President
PRLAP,INC.
By:
President
42911 10

STATE OF
COUNTY OF
I, ,Notary Public, certify that
,personally came before me this day and acknowledged
that he/she is the of Bank of America,N. A., a corporation, and that
he/she as ,being authorized to do so, executed the foregoing on behalf of the
corporation.
Witness my hand and official seal this the day of
2003.
Notary Public
My Commission Expires:
STATE OF
COUNTY OF
I, ,Notary Public, certify that
,personally came before me this day and acknowledged
that he/she is the of PRLAP,Inc., a corporation, and that he/she as
,being authorized to do so, executed the foregoing on behalf of the
corporation.
Witness my hand and official seal this the day of
2003.
" Notary Public
My Commission Expires:
42911 11

CONSENT OF MORTGAGEE
Bank of America, N. A., a National Banking Corporation, formerly known as
NationsBank, N.A. (Carolina) and as NCNB National Bankof North Carolina, is the holder of a
certain Deed of Trust on the property as described in the foregoing Supplemental Declaration of
Covenants, Conditions and Restrictions for Phase IlI, Section 3 at Ocean Ridge Plantation, said
Deed of Trust having been filed in Book 1394, Page 1249, in the Office of the Register of Deeds of
Brunswick County, and as holder of said Deed of Trust does hereby consent to the terms,
conditions and covenants in the foregoing Supplemental Declaration and agrees that the lien of said
Deed of Trust is subject to the terms, conditions and covenants contained in said Supplemental
Declaration.
In witness whereof, Bank of America, N. A. has caused this'Consent of Mortgagee
to be signed in its corporate name by its duly authorized officer by authority of its Board of
Directors,this the day of , 2003, and PRLAP, Inc.,having been appointed
substitute trustee by instrument recorded in Book 1404,page 323, Brunswick County Registry,has
caused this Consent of Mortgagee to be signed in its corporate name by its duly authorized officers
by authority of its Board of Directors,this the day of , 20(3.
BANK OF AMERICA,N.A.
By:
President
PRLAP,INC.
By:
President
4291i 12

STATE OF
COUNTY OF
I, ,Notary Public, certify that
,personally came before me this day and acknowledged
that he/she is the of Bank of America,N. A., a corporation, and that
he/she as , being authorized to do so, executed the foregoing on behalf of the
corporation.
Witness my hand and official seal this the day of
2003.
Notary Public
My Commission Expires:
STATE OF
COUNTY OF
I, ,Notary Public, certify that
,personally came before me this day and acknowledged
that he/she is the of PRLAP, Inc., a corporation, and that he/she as
,being authorized to do so, executed the foregoing on behalf of the
corporation.
Witness my hand and official seal this the day of
2003.
Notary Public
My Commission Expires:
42911 13

HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOI'n , NORTH CAROLINA 28459
Telephone[phone] 117 Pine Street
Facsimile(910)754-2121 Post Office Box 627
Monday, October 6, 2003
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NCDENR 1 `%c
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Ocean Ridge Plantation - Phase N, Section 6 - SW8 030724
Ocean Isle Beach, North Carolina
Stormwater Plan for Approval - Response to Comment Letter
Dear Ms. Lewis:
On behalf of Ocean Ridge Farms, Inc., we are pleased to respond to your
comment letter dated September 22, 2003. Each of your comments is
addressed below.
1. The proposed covenants have been revised to reflect that the project,
"Phase IV, Section 6", proposes wet detention for treatment. Also, the
covenants now include the fact that a portion of the runoff from this
project is treated in Pond #10 of Storrnwater Permit # SW8 980801. Two
(2) copies of the revised proposed covenants are enclosed.
2. Only the storage volume and surface areas of the South Pond were used
in the calculations and are sized for the entire drainage area. The North
Pond is an upstream pond to the South Pond (Stormwater Pond #1). The
North Pond outlets into forebay #1 of the South Pond (Stormwater Pond
#1). The North Pond is no longer called a forebay. Please find enclosed
two (2) copies of Sheet 2 of 14.
3. Sheet 8 now includes a table that includes orifice size, permanent pool
elevation, and storage pool elevation. Two copies are enclosed.
4. The orifice size for Stormwater Pond #1 has been revised to 2 inches.
Please find two (2) copies of the revised drawdown calculations enclosed.
We appreciate your attention in this matter. Should you have any
comments or require any additional information, please do not hesitate to
contact our office at your convenience.
Sin rely,
ason Clark, E.I.
Houston and Associates, P.A.
Enclosures
pc: File; 03-0750D (Ocean Ridge Plantation, Phase IV, Section 6, SW)

WET DETENTION POND ANALYSIS
FILE NAME: G:IDATA\WPDATAIWQSIPOND1030724-1.WK1
PROJECT#: SW8 030724-1 REVIEWER: L. Lewis
Pond 1
PROJECT NAME: Ocean Ridge Phase IV Section 6 DATE: 02-Dec-03
Receiving Stream: Shallotte River Class: C Sw HQW
Drainage Basin: Lumber Index No. LBR59 15-25-2-15-(1)
Site Area 103.71 acres
Drainage Area ;.;;: Iu square feet Area in Acres 11.59
IMPERVIOUS AREAS Rational C
Buildings 89102.00 square feet
Parking 133455.00 square feet
square feet
square feet
square feet
square feet
TOTAL `i'
. �� man <€ square feet Rational Cc= 0.11
SURFACE AREA CALCULATION
% IMPERVIOUS 44.07% SA/DA Ratio 2.34%
Des. Depth 6 Req. SA 11839 sf
TSS: '� .....
90 Prov. SA ... .:< ; ? 7 sf
VOLUME CALCULATION * place a "1" in the box if Rational is used •"'
Rational ?* FOREBAY
Des. Storm ' '`''`"`
,.r......,.'i� `.�'�>x < inches Perm. Pool Volume= 212958
Rv= 0.447 Req. Forebay Volume= 42591.6
Bottom 41 msl Provided Volume= 57250.00
Perm. Pool priMiltai msl Percent- ;:.::.:...:. F
Design Pool 47.5. msl
Storage met @elev 47.35 msl Elevation Area Inc. Vol. Acc. Vol.
Req. Volume nit"3E4MON cf 47.00 52229.00 0.00 0.00
Vol. Prov. at DP . .. `''g 6 9< cf 47.50 54408.00 26659.25 26659.25
ORIFICE CALCULATION
Avg. Head = 0.21 ft Q2 Area = 7.13 sq. inches
Flow Q2, cfs • 0.109 cfs Q5 Area = 2.85 sq. inches
Flow Q5, cfs 0.044 cfs Orifice Area 6.28 sq. inches
No. of Orifices `:`'`¢ '``"'=": �`} l Q= 0.096 cfs
....... . ..:.:::::::..::
Diameter, inches >z>a>:,;:<::<>:<:<:::. : > weir H x W ::>;.<;::>:<.;:<.::v.;:.Y
..r,i..I'l I . /. 4 :i i:k is .....':;f:nti:}r. in x ..k<.M1•,:ryi:.{r:.. in
Drawdown = `<' >Y }¢ f clays Surface Area DP =
Falling Head Drawdown = 4.2 days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines

�pF W A re Michael F. Easley, Governor
p G William G. Ross Jr. Secretary
0 North Carolina Department of Environment and Natural Resources
� r
O Alan W. Klimek P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 22, 2003
Mr. Fleming Gibson, President
Ocean Ridge Farms, Inc.
351 Ocean Ridge Parkway
Ocean Isle Beach, NC 28469
Subject: Request for Additional Information
Stormwater Project No. SW8 030724
Ocean Ridge Plantation Phase IV Section 6
Brunswick County
Dear Mr. Gibson:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Ocean Ridge Plantation Phase IV Section 6 on July 25, 2003. A preliminary review
of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. Please revise the proposed covenants to indicate that the permitted
treatment device in Phase IV Section 6 is wet detention, not curb outlet
swales. There is too much piping and collection for this to be considered
under the low density option, even though the built-upon area is less than
30% of the tract area. Please also include the fact that a portion of the
runoff from this project is treated in Pond #10 of 980801.
2. In order for the North pond of the Pond#1 system to act as a true forebay,
the water levels need to be the same as in the main south pond, and the
outlet structure needs to be removed and replaced with a flat grade
equalizer pipe. Otherwise, the surface area and volume in the south pond
must be sized for the entire drainage area. There appears to be more than
enough surface area and volume in the south pond to meet this. The
Division has no design criteria for ponds in series.
3. Please add a table of orifice size, permanent pool elevation and design
pool elevation to the orifice pipe detail on sheet 8 of 14.
4. The specified two 2.5"+ orifices for Pond 1 draw the design volume down
in less than 2 days, according to my spreadsheet and using the average
head of 0.20. Please revise the two orifices to 2".
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service -
Wilmington Regional Office Wilmington,NC 28405 [phone] Fax [phone]

Mr. Gibson
September 22, 2003
Stormwater Application No SW8 030724
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to October
22, 2003, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference.the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
4d6t,>
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQS\STORMWATIADDINFO120031030724.sep03
cc: Jay Houston, P.E., Houston and Associates
Linda Lewis
2

WET DETENTION POND ANALYSIS
FILE NAME: G:IDATAIWPDATAIWQSIPOND1030724-2.WK1
PROJECT#: SW8 030724-2 REVIEWER: L. Lewis
Pond 2
PROJECT NAME: Ocean Ridge Phase IV Section 6 DATE: 22-Sep-03
Receiving Stream: Shallotte River Class: C Sw HQW
Drainage Basin: Lumber Index No. LBR59 15-25-2-15-(1)
Site Area 103.71 acres
Drainage Area €::;:ggittigogg square feet Area in Acres 4.94
IMPERVIOUS AREAS Rational C
Buildings 55003.00 square feet
Parking 67522.00 square feet
square feet
square feet
square feet
square feet
TOTAL ..'; @1 square feet Rational Cc= 0.09
SURFACE AREA CALCULATION
IMPERVIOUS 56.96% SA/DA Ratio 3.19%
Des. Depth 6 Req. SA 6856 sf
TSS: 90 Prov. SA EISEMigsf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?* FOREBAY �itIA
Des. Storm ':: 1"< inches Perm. Pool Volume= 79906 Ott/
Rv= 0.563 Req. Forebay Volume= 15981.2 2S
Bottom 40 msl Provided Volume= 21233.00 IS e
Perm. Pool `` `' msl Percent=
Design Pool 46.5 msl
Storage met @elev 46.46 msl Elevation Area Inc. Vol. Acc. Vol.
Req. Volume l < cf 46.00 21458.00 0.00 0.00
Vol. Prov. at DP if::::4::::10140 cf 46.50 22590.00 11012.00 11012.00
ORIFICE CALCULATION
Avg. Head = 0.21 ft Q2 Area = 3.82 sq. inches
Flow Q2, cfs 0.058 cfs Q5 Area = 1.53 sq. inches
Flow Q5, cfs 0.023 cfs Orifice Area 3.14 sq. inches
No. of Orifices l'r` ..:.: ..... .. . ;> :1 Q= 0.048 cfs
Diam
eter,t r inc
hes the
g<t >weir H x W :;:.>::<...... in
Drawdown ....:.. : :; < :� days Surface Area @DP = 22590 sq. ft.
Falling Head Drawdown = 3.4 days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines

WET DETENTION POND ANALYSIS
FILE NAME: G:IDATA\WPDATA\WQSIPOND1030724-3.WK1
PROJECT#: SW8 030724-3 REVIEWER: L. Lewis
Pond 3
PROJECT NAME: Ocean Ridge Phase IV Section 6 DATE: 22-Sep-03
Receiving Stream: Shallotte River Class: C Sw HQW
Drainage Basin: Lumber Index No. LBR59 15-25-2-15-(1)
Site Area 103.71 acres
Drainage Area M square feet Area in Acres 8.79
IMPERVIOUS AREAS Rational C
Buildings 118806.00 square feet
Parking 135228.00 square feet
Pool 12563.00 square feet '
square feet
square feet
square feet
TOTAL l> 2 8597 square feet Rational Cc= 0.06
SURFACE AREA CALCULATION
% IMPERVIOUS 69.65% SA/DA Ratio 3.88%
Des. Depth 6 Req. SA 14861 sf
TSS: 90 Prov. SA 1;:i323064.1 sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?* FOREBAY
Des. Storm , : ,, OO inches Perm. Pool Volume= 66812
Rv= 0.677 Req. Forebay Volume= 13362.4
Bottom 41.5 msl Provided Volume= 14275.00
Perm. Pool 7: > ' 1 msl Percent= VU2721101
Design Pool 48.6 msl
Storage met @elev 48.55 msl Elevation Area Inc. Vol. Acc. Vol.
Req. Volume M':. <1 cf 47.50 19294.00 0.00 0.00
Vol. Prov. at DP <'Zh ``cf 48.60 21769.00 22584.65 22584.65
ORIFICE CALCULATION
Avg. Head = 0.50 ft Q2 Area = 5.30 sq. inches
Flow Q2, cfs 0.125 cfs Q5 Area = 2.12 sq. inches
Flow Q5, cfs 0.050 cfs Orifice Area 4.91 sq. inches
No. of Orifices .. .. > :
: I Q= 0.116 cfs
Diameter, inches ': .:.!'> : weir
.:.....: :.:..... }
.
... ......
Drawdown ..:., ... days Surface Area@DP = 21769 sq. ft.
Falling Head Drawdown = 3.0 days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines

WET DETENTION POND ANALYSIS
FILE NAME: G:1DATAMPDATAWNQS1POND1030724-4.WK1
PROJECT#: SW8 030724-4 REVIEWER: L. Lewis
Pond 4
PROJECT NAME: Ocean Ridge Phase IV Section 6 DATE: 22-Sep-03
Receiving Stream: Shallotte River Class: C Sw HQW
Drainage Basin: Lumber Index No. LBR59 15-25-2-15-(1)
Site Area 103.71 acres
Drainage Area ;'$22016000 ...square feet Area in Acres 5.06
IMPERVIOUS AREAS Rational C
Buildings 59385.00 square feet
Parking 93606.00 square feet
square feet
square feet
square feet
square feet
TOTAL la iiiiiiiiiiiiiiiiii square feet Rational Cc= 0.06
SURFACE AREA CALCULATION
% IMPERVIOUS 69.37% SA/DA Ratio 3.87%
Des. Depth 6 Req. SA 8532 sf
TSS: 90 Prov. SA 5aMfd:OW: sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?* FOREBAY
Des. Storm r'.2.nailititri inches Perm. Pool Volume= 43338
Rv= 0.674 Req. Forebay Volume= 8667.6
Bottom 44.5 msl Provided Volume= 7795.00
Perm. Pool ERSIONO msl Percent= INNIONCEI
Design Pool 51.5 msl
Storage met @elev 51.25 msl Elevation Area Inc. Vol. Acc. Vol.
Req. Volume ttatgaik cf 50.50 15245.00 0.00 0.00
Vol. Prov. at DP 11:................................cf 51.50 17696.00 16470.50 16470.50
ORIFICE CALCULATION
Avg. Head = 0.46 ft Q2 Area = 3.17 sq. inches
Flow Q2, cfs 0.072 cfs Q5 Area = 1.27 sq. inches
Flow Q5, cfs 0.029 cfs Orifice Area 3.14 sq. inches
No. of Orifices :::::: Q= 0.071 cfs
Diameter, inches irgAlteli200"
g weir H x W !i.::&:::::::::::::::::::::::::::::::::::::: in x Millin:::ILI in
Drawdown = ll:::ff;:,:!.:Min.;:ar days Surface Area @DP = 17696 sq. ft.
Falling Head Drawdown = 3.6 days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines

DETENTION POND ANALYSIS FILE NAME: G:\DATA\WPDATA\WQS\POND1980801-10.WK1
PROJECT#: SW8 980801-10 REVIEWER: L. Lewis
PROJECT NAME: Ocean Ridge Phase II, Sec. 2 & 3, Phase III, Sec. 1
DATE: 22-Sep-03
Receiving Stream: Shallotte River Class: C Sw HQW
Drainage Basin: Lumber Index No. LBR 15-25-2-(1)
Site Area 181.60 acres
Drainage Area ; square feet Area = 112.95 acres
IMPERVIOUS AREAS
Rational C
Lots 315810.00 square feet
Street 53099.00 square feet
SW 8233.00 square feet
SW8 020221 591109.00 square feet permit modified 8/27/2003
SW8 030724) 185757.00 square feet proposed . (a 1'61.1T
Offsite 218044.00 square feet remaining
TOTAL iniagna square feet Rational Cc= 0.15
SURFACE AREA CALCULATION
% IMPERVIOUS 23.45% SA/DA Ratio 1.74%
Des. Depth 5 Req. SA 85701 sf
TSS: 90 Prov. SA .....::.:; `I ,sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?* FOREBAY
Des. Storm 2231,:::SIM inches Perm. Pool Volume= 505827
Rv= 0.26 Req. Forebay Volume= 101165.4
Bottom 39 msl Provided Volume= 134914.00
Perm. Pool EMONAMIL msl Percent= "' %<
Design Pool 45.2 msl
Design SA 111253 sf
Req. Volume BEIROW cf SA @ =
Prov. Volume MIL...........< >. > cf Elevation=
ORIFICE CALCULATION
Avg. Head = 0.50 ft Q2 Area = 26.31 sq. in.
Flow Q2, cfs 0.620 cfs Q5 Area = 10.52 sq. in.
Flow Q5, cfs 0.248 cfs Orifice Area 19.63 sq. in.
No. of Orifices lusimatia Q= 0.462 cfs
Dia
meter,r inches
i><>: «:»>< weir H x W in
..... x in
Drawdown = : .:..::::.:.:: ...::: :::. �:::
. .: :...:.. ...:.:: :�'z days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines

t
HYDROLOGIC AND HYDRAULIC CALCULATIONS
for
)C EA RI)COA LPLAN4TkalOM
\4 PHASE IV, SECTION 6
'� BRUNSWICK COUNTY, NORTH CAROLINA
0J , '
r" 1':
ire
RECEIVED
j4 JUL 2 5 2003
DWQ
�,; -
, .3 449' PROJ# SGaO 5°714.
Prepared By
lElomalou. amd Agocx4dataao T.A.
CONSULTING ENGINEERS
Shallotte, North Carolina
JULY 2003

Ocean Ridge Plantation
Phase IV,Sections 6 Prepared By: TJC .
JULY 2003 Chedced By: .
IMPERVIOUS AREA •
BASIN Future TOTAL TOTAL WEIGHTED
I.D. Pavement Buildings Pool -Offsita AREA IMPERVIOUS "C"
(AC) (AC) _(AC) (AC) (AC) (AC)
1 0.1647 0.1144 0.0000 0.0000 0.3173 0.2791 0.86
2 0.1349 0.1084 0.0000 0.0000 0.2778 0.2433 0.86
3 0.1500 0.1144 0.0000 0.0000 0.3646 0.2644 0.74
4 0.1323 0.1188 0.0000 0.0000 0.3492 0.2511 0.74
5 0.1301 0.1136 0.0000 0.0000 0.3609 0.2437 0.71
6 0.1421 0.1136 0.0000 0.0000 0.4241 0.2557 0.65
7 0.1646 0.1131 0.0000 0.0000 0.3626 0.2777 0.77
8 0.1555 0.1130 0.0000 0.0000 0.3300 0.2685 0.81
9 0.0000 0.0000 0.0000 0.0000 0.9044 0.0000 0.20
10 0.0847 0.0758 0.0000 0.0000 0.2568 0.1605 0.67
11 0.1836 0.2273 0.0000 0.0000 0.6504 0.4109 0.67
12 0.0959 0.0758 0.0000 0.0000 0.2049 0.1717 0.83
13 0.1655 0.0000 0.0000 0.0000 0.2766 0.1655 0.65
14 0.1686 0.2273 0.0000 0.0000 0.4981 0.3959 0.80
15 0.3460 0.5304 0.0000 0.0000 1.1194 0.8764 0.79
16 0.0000 0.0000 0.0000 0.0000 0.7348 0.0000 0.20
700 0.0000 0.3516 0.0000 0.0000 2.9080 0.3516 0.29
101 0.1190 0.0497 0.0000 0.0000 0.2188 0.1687 0.78
102 0.1507 0.0626 0.0000 0.0000 0.2750 0.2133 0.78 '
103 0.2223 0.2273 0.0000 0.0000 0.5685 0.4496 0.79
104 0.2262 0.0000 0.0000 0.0000 0.4175 0.2262 0.61
105 0.2025 0.0000 0.0000 0.0000 0.3856 0.2025 0.59
106 0.2921 0.2273 0.0000 0.0000 0.6950 0.5194 0.76
107 0.1289 0.0481 0.0000 0.0000 0.2426 0.1770 0.75
108 0.1228 0.0563 0.0000 0.0000 0.2465 0.1791 0.74
109 0.1635 0.1135 0.0000 0.0000 0.3961 0.2770 0.72
110 0.2247 0.2273 0.0000 0.0000 0.6839 0.4520 0.70
111 0.0000 0.0000 0.0000 0.0000 1.7495 0.0000 0.20
112 0.1331 0.0000 0.0000 0.0000 0.2234 0.1331 0.65
. 113 0.1505 0.0000 0.0000 0.0000 0.3628 0.1505 0.51
114 0.1629 0.1065 0.0000 0.0000 0.3869 0.2694 0.72
115 0.1147 0.1182 0.0000 0.0000 0.3466 0.2329 r 0.70
116 0.1644 0.1091 0.0000 0.0000 0.3768 0.2735 0.74
117 0.1339 0.1125 0.0000 0.0000 0.3608 0.2464 0.71
118 0.2016 0.1208 0.0000 0.0000 0.4032 0.3224 0.80
119 0.1499 0.1147 0.0000 0.0000 0.3450 0.2646 0.78

Ocean Ridge Plantation
Phase IV,Sections 6 Prepared By: TJC .
JULY 2003 Checked By .
IMPERVIOUS AREA
BASIN " Future TOTAL . TOTAL WEIGHTED
I.D. Pavement Buildings Pool Offsite AREA IMPERVIOUS "C" _
(AC) (AC) (AC1 (AC) (AC) (AC)
200 0.0000 0.0000 0.0000 0.0000 0.8550 0.0000 0.20
201 0.1508 0.1151 0.0000 0.0000 0.3168 0.2659 0.83
202 0.1680 0.1122 0.0000 0.0000 0.4171 0.2802 0.70
203 0.1556 0.2383 0.0000 0.0000 0.5136 0.3939 0.78
204 0.1759 0.1152 0.0000 0.0000 0.4373 0.2911 0.70
205 0.2185 0.2273 0.0000 0.0000 0.6356 0.4458 0.73
206 0.3563 0.2273 0.0000 0.0000 0.8695 0.5836 0.70
207 0.3250 0.2273 0.0000 0.0000 0.8932 0.5523 0.66
301 0.0000 0.0000 0.0000 0.0000 1.0053 0.0000 0.20
302 0.2319 0.1515 0.0000 0.0000 0.4254 0.3834 0.88
303 0.1618 0.1515 0.0000 0.0000 0.4341 0.3133 0.74
304 0.3232 0.3788 0.0000 0.0000 0.8817 0.7020 0.80
305 0.2982 0.4546 0.0000 0.0000 0.8454 0.7528 0.87
306 0.1924 0.0758 0.0000 0.0000 0.3545 0.2682 0.77
307 0.3020 0.1515 0.0000 0.0000 0.5587 0.4535 0.81
308 0.1070 0.1063 0.0000 0.0000 0.2401 0.2133 0.87
309 0.1443 0.1210 0.0000 0.0000 0.2941 0.2653 0.88
310 0.1947 0.1515 0.0000 0.0000 0.3884 0.3462 0.87
311 0.1134 0.0758 0.0000 0.0000 0.2232 0.1892 0.84
312 0.1801 0.1195 0.0000 0.0000 0.3357 0.2996 0.87
313 0.2125 0.2184 0.0000 0.0000 0.5527 0.4309 0.78
314 0.0930 0.1167 0.0000 0.0000 0.2488 0.2097 0.83
315 0.1676 0.1168 0.0000 0.0000 0.3143 0.2844 0.88
316 0.1402 0.1104 0.0000 0.0000 0.2759 0.2506 0.88
317 0.2421 0.2273 0.0000 0.0000 0.5315 0.4694. 0.86
318 0.0000 0.0000 0.2884 0.0000 0.8773 0.2884 0.45
400 0.0000 0.0000 0.0000 0.0000 0.3589 0.0000 0.20
401 0.2590 0.0000 0.0000 0.0000 0.3011 0.2590 • 0.85
, 402 0.1259 0.0000 0.0000 0.0000 0.1544 0.1259 0.81
403 0.3590 0.2273 0.0000 0.0000 0.7392 0.5863 0.79
404 0.0000 0.0000 0.0000 0.0000 0.2915 0.0000 r 0.20
405 0.1626 0.1169 0.0000 0.0000 0.3125 0.2795 0.87
406 0.1548 0.1122 0.0000 0.0000 0.2989 0.2670 0.87
407 0.1464 0.1150 0.0000 0.0000 0.2865 0.2614 0.88
408 0.1832 0.1845 0.0000 0.0000 0.5351 0.3677 0.72
409 0.1050 0.0770 0.0000 0.0000 0.2732 0.1820 0.70
410 0.1131 0.1950 0.0000 0.0000 0.3563 0.3081 0.85
411 0.0399 0.0000 0.0000 0.0000 0.0822 0.0399 0.56
412 0.0286 0.0000 0.0000 0.0000 0.0619 0.0286• 0.55
413 0.1363 0.1081 0.0000 0.0000 0.3353 0.2444 0.75
414 0.1572 0.0698 0.0000 0.0000 0.2905 0.2270 0.79
415 0.1779 0.1575 0.0000 0.0000 0.3852 0.3354 0.85
IMPERVIOUS AREA
BASIN Future TOTAL TOTAL WEIGHTED
I.D. Pavement Buildings Pool Offsite AREA IMPERVIOUS "C" _
(AC) (AC) (AC) (AC) (AC) (AC)
OVERALL 12.0856 9.4448 0.2884 0.0000 37.8123 21.8188 0.633
OFFSITF TO
SW POND#10
OF SW8 980801 2.2185 2.0459 0.0000 0.0000 7.4319 4.2644 0.6303
SW POND#1 3.0637 2.0455 0.0000 0.0000 11.5925 5.1092 0.5305
SW POND#2 1.5501 1.2627 0.0000 0.0000 4.9381 2.8128 0.6272
SW POND#3 3.1044 2.7274 0.2884 0.0000 8.7871 6.1202 0.7224
SW POND#4 2.1489 1.3633 0.0000 0.0000 5.0627 3.5122 0.7203

Ocean Ridge Plantation
Phase IV, Sections 6
Prepared By: TJC
Stormwater Pond#1 Design Checked By:
JULY 2003
Stormwater Pond #1 Design
Total Drainage Area: 11.525 Acres 504969 SF
Impervious Area:
PAVEMENT: 3.0637 'Acres 133455 SF
BUILDINGS: 2.0455. Acres 89102 SF
POOL: 0.0000 Acres 0 SF
FUTURE: 0.0000 Acres 0 SF
Total: 5.1092 Acres 222557 SF
% Impervious: 44.07 %
Permanent Pool Depth: 6 .
%TSS Removal: 90%
SA/DA: 2.3442
Required SA: 11,837 SF
Runoff: 1 Inches
"Simple Method"
It, 0.45
Volume: 18,796 CF
Actual Normal Pool SA: 52,229 SF (@ 47.0' MSL)
Required Storage Depth: 0.353
STORAGE DEPTH USED: 0.5 Feet
SA @ Storage Pool: 54408 SF (@ 47.5' MSL)
Provided Storage: 26,659 ' CF
Pond Elevations:
Bottom Elev.: 41.0 MSL
Permanent Pool: 47.0 . MSL
Storage Pool: 47.50 MSL
Flood Pool: 48.24 MSL
"Freeboard" Elev: 48.74 MSL

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Ocean Ridge Plantation
Phase IV, Sections 6
Prepared By: TJC .
Drawdown Calculations Checked By:
RVD: September 2003
Phase IV, Sec 6 - Stormwater Pond #1
Stormwater Pond Drawdown
AREAS (FTA2)
ORIFICE DIA. NUMBER OF ORIFICES
INCHES 1 2 3 4
2 0.022 0.044 0.065 0.087
DATA INPUT
NORMAL POOL AREA= 1.199 ACRES
INCHES OF RAINFALL= 1.00 INCHES
VOLUME PRODUCED BY 1" OF RAINFALL= 18796 CF
BASIN AREA= 11.59 ACRES
IMPERVIOUS AREA= 5.11 ACRES
NORMAL POOL ELEVATION = 47.00 FEET
ORIFICE AREA= 0 044 FEET
STORAGE POOL AREA= 1.2490 ACRES
TIME INCREMENT OF ROUTING= 2.0 HOURS
ORIFICE COEF. =
INPUT RESULTS
RUNOFF COEF. (Rv)= 0.4467
STORAGE POOL ELEVATION = 47.50 FEET
NORMAL POOL AREA= 52,229 FEET2
VOLUME OF RUNOFF FROM RAINFALL= 18,796 FEET3
VOLUME OF STORAGE= 26,659 FEET3
RECEIVED
OCT 0 2003
DWQ
PROJ#

Ocean Ridge Plantation
Phase IV, Sections 6 Prepared By: TJC .
Drawdown Calculations Checked By:
RVD: September 2003
Drawdown Calculations For Pond Orifice
TIME ELEVATION HEAD FLOWRATE VOLUME END ELEV.
FEET FEET CFS CF FEET
0 47.50 0.5000 0.14856 1,069.62 47.48
2.0 47.48 0.4795 0.14548 1,047.48 47.46
4.0 47.46 0.4595 0.14241 1,025.35 47.44
6.0 47.44 0.4398 0.13933 1,003.20 47.42
8.0 47.42 0.4206 0.13626 981.05 47.40
10.0 47.40 0.4018 0.13318 958.90 47.38
12.0 47.38 0.3835 0.13010 936.74 47.37
14.0 47.37 0.3655 0.12702 914.57 47.35
16.0 47.35 0.3480 0.12394 892.39 47.33
18.0 47.33 0.3310 0.12086 870.21 47.31
20.0 47.31 0.3143 0.11778 848.02 47.30
22.0 47.30 0.2981 0.11470 825.83 47.28
24.0 47.28 0.2822 0.11161 803.63 47.27
A 26.0 47.27 0.2669 0.10853
0.10544 781.41 47.25
28.0 47.25 0.2519 759.19 47.24
W30.0 47.24 0.2374 0.10236 736.96 47.22
�„� 32.0 47.22 0.2232 0.09927 714.72 47.21
34.0 47.21 0.2096 0.09618 692.47 47.20
36.0 47.20 0.1963 0.09308 670.21 47.18
~ co 4138.0 47.18 0.1835 0.08999 647.93 47.17
0 �3
�, 40.0 47.17 0.1711 0.08689 625.64 47.16
0 0 42.0 47.16 0.1591 0.08380 603.34 47.15
W 44.0 47.15 0.1475 0.08070 581.02 47.14
46.0 47.14 0.1364 0.07760 558.69 47.13
48.0 47.13 0.1257 0.07449 536.34 47.12
w 50.0 47.12 0.1154 0.07138 513.96 47.11
52.0 47.11 0.1056 0.06827 491.57 47.10
54.0 47.10 0.0962 0.06516 469.15 47.09
56.0 47.09 0.0872 0.06204 446.71 47.08
58.0 47.08 0.0787 0.05892 424.24 47.07
60.0 47.07 0.0705 0.05580 401.74 47.06
62.0 47.06 0.0628 0.05267 379.20 47.06
64.0 47.06 0.0556 0.04953 356.63 47.05
66.0 47.05 0.0488 0.04639 334.00 47.04
68.0 47.04 0.0424 0.04324 311.33 47.04
70.0 47.04 0.0364 0.04008 288.59 47.03
72.0 47.03 0.0309 0.03691 265.79 47.03
74.0 47.03 0.0258 0.03374 242.90 47.02
76.0 47.02 0.0211 0.03054 219.90 47.02
78.0 47.02 0.0169 0.02733 196.78 47.01
80.0 47.01 0.0132 0.02410 173.50 47.01
82.0 47.01 0.0098 0.02083 150.00 47.01
84.0 47.01 0.0070 0.01753 126.21 47.00
86.0 47.00 0.0045 0.01416 #VALUE! r rVALUE!
Drawdown Time = 3.5 days
Office Size= 2 2.0 Inches

•
STORMWATER POND #1 DATA SUMMARY
Total Built-Upon Area (Ac.) 5.1
Total SW Drainage Area (Ac.) 11.6
% Impervious Area 44.1
Computed Runoff from 1" Rainfall (CF) 18,796
Provided Storage (CF) 26,659
Required Surface Area (SF) 11,837
Surface Area of Pond @ Normal Pool(SF) 52,229
Surface Area of Pond @ Storage Pool (SF).... 54,408
SW Storage Depth (Feet) 0.5
Number of Orifices 2
Diameter of Orifice (Inch) 2
Elevation of Orifice Bottom (MSL) 47.00
Approx. Time for Drawdown (Days) 3.5
Overflow Weir Elev. (MSL) 47.50
10-Year Routed Flowrate (CFS) 20
Flood Pool Elevation @ Q10 48.2
RECEIVED
OCT 082003
DWQ
PRO„ 5wa 03o724-

Stormwater Pond #1
Surface Areas
South/Main Total
Elevation Forebay#1 Forebay#2 Pond Forebay and Main Pond
(MSL) (SF) (SF) (SF) (SF)
41 3380 2787 16140 22307
46 7734 8999 26959 43692
47 9584 11565 31080 52229
47.5 10070 12225 32113 54408
48 10556 12885 33145 56586
49 11558 14232 35212 61002
Volumes
MAIN Total
Volume Between Forebay#1 Forebay#2 Pond Forebay and Main Pond,
(Ft - Ft) (CF) (CF) (CF) (CF)
41.0 - 46.0 27785 29465 107748 164998
46.0 - 47.0 8659 10282 29020 47961
41.0 - 47.0 36444 39747 136767 212958
47.0 - 47.5 4914 5948 15798 26659
Total Pond Volume @ PP = 212958 CF
Total Combined Forebay Volume = 57250 CF
26.88 %

Ocean Ridge Plantation
Phase IV, Sections 6 Prepared By: TJC
Stormwater Pond #2 Design
JULY 2003 Checked By:
Stormwater Pond #2 Design
Total.Drainage Area:; : .4 938'#;': <. Acres 215104 -SF
Impervious Area:
PAVEMENT: 1.5501 Acres 67522 SF
BUILDINGS: .227 Acres 55003 SF
POOL: 0.0000 Acres 0 SF
FUTURE: 0.0000 Acres 0 SF
Total: 2.8128 Acres 122526 SF
% Impervious: 56.96 %
Permanent Pool Depth 6
%TSS Removal: :
SA/DA: >3...1:.67: . >'
Required SA: 6,856 SF
Runoff. . ... 1. • >Inches
"Simple Method"
Rv 0.56
Volume: 10,086 CF
Actual Normal Pool SA:> ' : 2.1':4 `: SF (@ 46.0' MSL)
Required Storage Depth: 0.458
STORAGE DEPTH USED: 0.5 Feet
SA @ Storage Pool: <': :: t SF (@ 46.5' MSL)
Provided Storage: 11,012 CF
Pond Elevations:
Bottom ..
Elev.::i` 40
. ... ...... .... :.
Permanent Pool: 46.0 • MSL
Storage Pool: 46.50 MSL
Flood Pool: 47.11 MSL
"Freeboard" Elev: 47.61 MSL

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Ocean Ridge Plantation
Phase IV, Sections 6 Prepared By: TJC .
Drawdown Calculations Checked By:
JULY'2003 -
Phase IV, Sec 6 - Stormwater Pond #2
Stormwater Pond Drawdown
AREAS (FTA2)
•
ORIFICE DIA. NUMBER OF ORIFICES
INCHES 1 2 3 4
0.022 0.044 0.065 0.0871
DATA INPUT
NORMAL POOL AREA = 0.493 ACRES
INCHES OF RAINFALL= ':`; t..00 INCHES
VOLUME PRODUCED BY 1" OF RAINFALL= •• .;:]:.1()D8f CF
BASIN AREA= 4.94 ACRES
IMPERVIOUS AREA= 2.81 ACRES
NORMAL POOL ELEVATION = 46.00 FEET
ORIFICE AREA= 4],d22 FEET
Z
STORAGE POOL AREA= 0.5186 ACRES
TIME INCREMENT OF ROUTING �2.0 HOURS
ORIFICE COEF. =
INPUT RESULTS
RUNOFF COEF. (Rv) = 0.5627
STORAGE POOL ELEVATION = 46.50 FEET
NORMAL POOL AREA= 21,458 FEET2
VOLUME OF RUNOFF FROM RAINFALL= 10,086 FEET3
VOLUME OF STORAGE = 11,012 FEET3

Ocean Ridge Plantation
Phase IV, Sections 6 Prepared By: TJC .
Drawdown Calculations Checked By:
JULY 2003
IDrawdown Calculations For Pond-Orifice I
TIME ELEVATION HEAD - FLOWRATE VOLUME END ELEV.
FEET FEET CFS CF FEET
0 46.50 0.5000 0.07428 534.81 46.48.
2.0 46.48 0.4751 0.07240 521.31 46.45
4.0 46.45 0.4508 0.07053 507.81 46.43
6.0 46.43 0.4271 0.06865 494.30 46.40
8.0 46.40 0.4041 0.06678 480.78 46.38
10.0 46.38 0.3817 0.06490 467.26 46.36
12.0 46.36 0.3599 0.06302 453.74 46.34
14.0 46.34 0.3388 0.06114 440.21 46.32
16.0 46.32 0.3182 0.05926 426.67 46.30
18.0 46.30 0.2984 0.05738 413.12 46.28
20.0 46.28 0.2791 0.05550 399.57 46.26
22.0 46.26 0.2605 0.05361 386.01 46.24
24.0 46.24 0.2425 0.05173 372.45 46.23
26.0 46.23 0.2251 0.04984 358.87 46.21
28.0 46.21 0.2084 0.04796 345.28 46.19
30.0 46.19 0.1923 0.04607 331.69 46.18
32.0 46.18 0.1769 0.04418 318.08 46.16
34.0 46.16' 0.1620 0.04229 304.46 46.15
36.0 46.15 0.1479 0.04039 290.82 46.13
38.0 46.13 0.1343 0.03850 277.17 46.12
40.0 46.12 0.1214 0.03660 263.51. 46.11
• 42.0 46.11 0.1091 0.03470 249.82 46.10
44.0 46.10 0.0975 0.03279 236.12 46.09
46.0 46.09 0.0865 0.03089 222.39 46.08
48.0 46.08 0.0761 0.02898 208.63. 46.07
50.0 46.07 0.0664 0.02706 194.85 46.06
52.0 46.06 0.0573 0.02514 181.03 46.05
54.0 46.05 0.0489 0.02322 167.17 46.04
56.0 46.04 0.0411 0.02129 153.26 46.03
58.0 46.03 0.0339 0.01935 139.29* 46.03
60.0 46.03 0.0274 . 0.01740 125.26 46.02
62.0 46.02 0.0216 0.01544 111.13 46.02
64.0 46.02 0.0164 0.01346 96.89 46.01
66.0 46.01 0.0119 0.01146 82.49 46.01
68.0 46.01 0.0081 0.00943 67.87 46.00
70.0 46.00 0.0049 '0.00734 52.88 46.00
72.0 46.00 0.0024 0.00517 #REF! *REF!
Drawdown Tine - 2.91.6 days I
'Orifice Size F 2.0 Inches

STORMWATER POND #2 DATA SUMMARY
Total Built-Upon Area (Ac.) 2.8 •
Total SW Drainage Area (Ac.) 4.9
% Impervious Area 57.0
Computed Runoff from 1" Rainfall (CF) 1.0,086
Provided Storage (CF) 11,012
Required Surface Area (SF) 6,856
Surface Area of Pond @ Normal Pool (SF) 21,458
Surface Area of Pond @ Storage Pool (SF) 22,590
SW Storage Depth (Feet) 0.5
Number of Orifices 1
Diameter of Orifice (Inch) 2
Elevation of Orifice Bottom (MSL) 46.00
Approx. Time for Drawdown (Days) 2.91
Overflow Weir Elev. (MSL) 46.50
10-Year Routed Flowrate (CFS) 15
Flood Pool Elevation @ Q10 47.1

•
Stormwater Pond #2
Surface Areas
MAIN Total
Elevation Forebay Pond Forebay and Main Pond
(MSL) (SF) (SF) (SF)
40 2315 4820 7135
44 5223 9545 14768
45 6178 10935 17113
46 7902 13556 21458
46.5 8357 14233 22590
47 8811 14910 23721
48 9752 16291 26043
Volumes
MAIN Total
Volume Between Forebay Pond Forebay and Main Pond
(Ft- Ft) (CF) (CF) (CF)
40.0 - 45.0 21233 39388 60620
45.0 - 46.0 7040 12246 19286
40.0 - 46.0 28273 51633 79906
46.0 - 46.5 4065 6947 11012
Total Volume @ PP = 79906 CF
Total Forebay Volume = 21233 CF
26.6 %

Ocean Ridge Plantation
Phase IV, Sections 6
Prepared By: TJC
Stormwater Pond #3 Design Checked By:
JULY 2003 •
Stormwater Pond #3 Design
1
Total Drainage Area: 8.7471 ,Acres 382766 SF
Impervious Area:
PAVEMENT: 3.1044 .Acres 135228 SF
BUILDINGS: 2,7274 Acres 118806 SF
POOL C.ZE 84 Acres 12563 SF
FUTURE: o on oo •Acres 0 SF
Total: 6.1202 Acres 266596 SF
% Impervious: 69.65 %
Permanent Pool Depth: 6
%TSS Removal: 90%
SA/DA: 3.8825
Required SA: 14,861 SF .
Runoff: 1 Inches
"Simple Method"
R, 0.68
Volume: 21,590 CF
Actual Normal Pool SA: 19,294 SF (@ 47.5' MSL)
STORAGE DEPTH USED: 1.1 Feet
SA @ Storage Pool: 21,769 SF (@ 48.6' MSL) •
Provided Storage: 22,585 , CF
Pond Elevations:
Bottom Elev.: • 41.5 MSL
Permanent Pool: 47.5 MSL
Storage Pool: 48.60 MSL
• Flood Pool: 49.55 MSL
"Freeboard" Elev: 50.05 MSL

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Ocean Ridge Plantation
Phase IV, Sections 6 Prepared By: TJC .
Drawdown Calculations Checked By: .
JULY-2003 -
!Phase IV, Sec 6 - Stormwater Pond #3
Stormwater Pond Drawdown
AREAS (FTA2)
ORIFICE DIA. NUMBER OF ORIFICES
INCHES 1 2 3 4
,5 0.034 0.068 0.102 0.136
DATA INPUT
NORMAL POOL AREA= 0.443 ACRES
INCHES OF RAINFALL= 'ILO,INCHES
VOLUME PRODUCED BY 1" OF RAINFALL= n 1590 CF
BASIN AREA= 8.79 ACRES
IMPERVIOUS AREA= 6.12 ACRES
NORMAL POOL ELEVATION = 47.50 FEET
ORIFICE AREA= '`;; 0004 FEET2
STORAGE POOL AREA= 0.4997 ACRES
TIME INCREMENT OF ROUTING
.0 HOURS
ORIFICE COEF. = 0.6
INPUT RESULTS
RUNOFF COEF. (Rv) = 0.6768
STORAGE POOL ELEVATION = 48.60 FEET
NORMAL POOL AREA= 19,294 FEET2
VOLUME OF RUNOFF FROM RAINFALL= 21,590 FEET3
VOLUME OF STORAGE = 22,585 FEET3

Ocean Ridge Plantation
Phase IV, Sections 6 Prepared By: TJC .
Drawdown Calculations Checked By:
JULY-2003 -
Drawdown Calculations For Pond -Orifice
TIME ELEVATION HEAD - FLOWRATE VOLUME END ELEV.
FEET _ FEET CFS CF FEET
0 48.60 1.1000 0.17215 1,239.45 48.54
2.0 48.54 1.0358 0.16704 1,202.72 48.47
4.0 48.47 0.9734 0.16194 1,165.96 48.41
6.0 48.41 0.9130 0.15683 1,129.19 48.35
8.0 48.35 0.8545 0.15172 1,092.40 48.30
10.0 48.30 0.7978 0.14661 1,055.59 48.24
12.0 48.24 0.7431 0.14149 1,018.75 48.19
14.0 48.19 0.6903 0.13637 981.89 48.14
16.0 48.14 0.6394 0.13125 945.01 48.09
18.0 48.09 0.5905 0.12612 908.09 48.04
20.0 48.04 0.5434 0.12099 871.15 48.00
22.0 48.00 0.4982 0.11586 834.17 47.96
24.0 47.96 0.4550 0.11072 797.16 47.91
26.0 47.91 0.4137 0.10557 760.11 47.87
28.0 47.87 0.3743 0.10042 723.01 47.84
30.0 47.84 0.3368 0.09526 685.86 47.80
32.0 47.80 0.3013 0.09009 648.66 47.77
34.0 47.77 0.2677 0.08492 611.40 47.74
36.0 47.74 0.2360 0.07973 574.07 47.71
38.0 47.71 0.2062 0.07454 536.66 47.68
40.0 47.68 0.1784 0.06933 499.15 47.65
42.0 47.65 0.1525 0.06410 461.54 47.63
44.0 47.63 0.1286 0.05886 423.81 47.61
46.0 47.61 0.1066 0.05360 385.92` 47.59
48.0 47.59 0.0866 0.04831 347.85 47.57
50.0 47.57 0.0686 0.04299 309.55 47.55
52.0 47.55 0.0526 0.03763 270.95 47.54
54.0 47.54 0.0385 0.03222 231.96 47.53
56.0 47.53 0.0265 0.02672 192.39, 47.52
58.0 47.52 0.0165 0.02110 151.95. 47.51
60.0 47.51 0.0087 , 0.01527 109.95 47.50
62.0 47.50 0.0030 0.00893 64.27 47.50
64.0 47.50 -0.0004 #NUM! #NUM! #NUM!
Drawdown Tithe - 2.58 days
Orifice Size = 2.5 inches

1 . . ..
STORMWATER POND #3 DATA SUMMARY
Total Built-Upon Area (Ac.) 6.1
Total SW Drainage Area (Ac.) 8.8
% Impervious Area 69.6
Computed Runoff from 1" Rainfall (CF) 21,590
Provided Storage (CF) 22,585
Required Surface Area (SF) 14,861
Surface Area of Pond @ Normal Pool (SF) 19,294
Surface Area of Pond @ Storage Pool (SF) 21,769
SW Storage Depth (Feet) 1.1
Number of Orifices 1
Diameter of Orifice (Inch) 2.5
Elevation of Orifice Bottom (MSL) 47.50
Approx. Time for Drawdown (Days) 2.58
Overflow Weir Elev. (MSL) 48.60
10-Year Routed Flowrate (CFS) 35
Flood Pool Elevation @ Q10 49.55

Stormwater Pond #3
Surface Areas
MAIN Total I
Elevation Forebay#1 Pond Forebay and Main Pond
(MSL) (SF) (SF) (SF)
41.5 838 4034 4872
46 4343 9378 13721
46.5 4872 10123 14995
47.5 6600 12694 19294
48 7050 13357 20407
48.1 7141 13491 20632
48.2 7233 13624 20857
48.5 7512 14032 21544
48.6 7603 14166 21769
49 7973 14707 22680
50 8924 16090 25014
Volumes
MAIN Total
Volume Between Forebay #1 Pond Forebay and Main Pond
(Ft - Ft) (CF) (CF) '(CF)
41.5' - 46.5' 14275 35393 49668
46.5' - 47.5' 5736 11409 1`7145
41.5' - 47.5' 20011 46801 66812
47.5' - 48.6' 7812 14773 22585
•
TOTAL POND VOLUME @ PP = . 66812 CF
TOTAL FOREBAY VOLUME = 14275 CF
21.37 %

' r r
Ocean Ridge Plantation
Phase IV, Sections 6
Prepared By: TJC
Stormwater Pond #4 Design Checked By:
JULY 2003
Stormwater Pond #4 Design
Total Drainage Area: 5.0627 Acres 220531 SF
Impervious Area:
PAVEMENT: 2..1489 Acres 93606 SF
BUILDINGS: 1.3633 Acres 5938S SF
POOL: 0.0000 Acres 0 SF
FUTURE: 0.0000 Acres 0 SF
Total: 3.5122 Acres 152991 SF
% Impervious: 69.37 %
Permanent Pool Depth: 6
%TSS Removal: 90%,
SA/DA 3.06as
Required SA: 8,531 SF
Runoff: 1 Inches
"Simple Method"
Ft, 0.67
Volume: 12,393 CF
Actual Normal Pool SA: 19,249 SF (@ 50.5' MSL)
STORAGE DEPTH USED: 1.0 Feet
SA @ Storage Pool: 17,656 SF (@ 51.5' MSL)
Provided Storage: 16,470 CF
Pond Elevations:
Bottom Elev.: 445 MSL
Permanent Pool: 50.5 MSL
Storage Pool: 51.50 MSL
Flood Pool: 52.07 MSL
"Freeboard" Elev: 52.57 MSL

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Ocean Ridge Plantation
Phase IV, Sections 6
Prepared By: TJC .
Drawdown Calculations Checked By:
JULY 2003
'Phase IV, Sec 6 - Stormwater Pond #4
Stormwater Pond Drawdown
AREAS (FTA2)
ORIFICE DIA. NUMBER OF ORIFICES
INCHES 1 2 3 4
, 2 0.022 0.044 0.065 0.087
DATA INPUT
NORMAL POOL AREA= 0.350 ACRES
INCHES OF RAINFALL= 1 00 INCHES
„
VOLUME PRODUCED BY 1" OF RAINFALL= 12393 CF
BASIN AREA= 5.06 ACRES
IMPERVIOUS AREA= 3.51 ACRES
NORMAL POOL ELEVATION = 50.50 FEET
ORIFICE AREA= 2
022 FEET2
STORAGE POOL AREA= 0.4062 ACRES
TIME INCREMENT OF ROUTING= 2.0 HOURS
ORIFICE COEF. = 0.6z
INPUT RESULTS
RUNOFF COEF. (Rv) = 0.6744
STORAGE POOL ELEVATION = 51.50 FEET
NORMAL POOL AREA= 15,245 FEET2
VOLUME OF RUNOFF FROM RAINFALL= 12,393 FEET3
VOLUME OF STORAGE= 16,470 FEET3

Ocean Ridge Plantation
Phase IV, Sections 6
Drawdown Calculations Prepared By: TJC .
JULY 2003 Checked By:
IDrawdown Calculations For Pond Orifice
TIME ELEVATION HEAD FLOWRATE VOLUME END ELEV.
FEET FEET CFS CF FEET
0 51.50 1.0000 0.10505 756.33 51.45
2.0 51.45 0.9504 0.10241 737.33 51.40
4.0 51.40 0.9020 0.09977 718.33 51.35
6.0 51.35 0.8549 0.09713 699.31 51.31
8.0 51.31 0.8090 0.09449 680.29 51.26
10.0 51.26 0.7644 0.09184 661.27 51.22
12.0 51.22 0.7210 0.08920 642.23 51.18
14.0 51.18 0.6789 0.08655 623.19 51.14
16.0 51.14 0.6380 0.08391 604.13 51.10
18.0 51.10 0.5984 0.08126 585.07 51.06
20.0 51.06 0.5600 0.07861 566.00 51.02
22.0 51.02 0.5229 0.07596 546.92 50.99
24.0 50.99 0.4870 0.07331 527.82 50.95
26.0 50.95 0.4524 0.07065 508.71 50.92
28.0 50.92 0.4190 0.06800 489.59 50.89
30.0 50.89 0.3869 0.06534 470.46 50.86
32.0 50.86 0.3561 0.06268 451.31 50.83
34.0 50.83 0.3264 0.06002 432.14 50.80
36.0 50.80 0.2981 0.05735 412.95 50.77
38.0 50.77 0.2710 0.05469 393.74 50.75
40.0 50.75 0.2452 0.05202 374.51 50.72
42.0 50.72 0.2206 0.04934 355.25 50.70
44.0 50.70 0.1973 0.04666 335.97 50.68
46.0 50.68 0.1753 0.04398 316.65 50.65
48.0 50.65 0.1545 0.04129 297.30 50.64
50.0 50.64 0.1350 0.03860 277.90 50.62
52.0 50.62 0.1168 0.03590 258.46 50.60
54.0 50.60 0.0998 0.03319 238.96 50.58
56.0 50.58 0.0841 0.03047 219.40 50.57
58.0 50.57 0.0698 0.02774 199.76' 50.56
60.0 50.56 0.0567 0.02500 180.02 50.54
62.0 50.54 0.0448 0.02225 160.17 50.53
64.0 50.53 0.0343 0.01947 140.16 50.53
66.0 50.53 0.0251 0.01666 119.94 50.52
68.0 50.52 0.0173 0.01381 99.42 50.51
70.0 50.51 0.0108 •0.01090 78.45 50.51
72.0 50.51 0.0056 0.00787 56.66 50.50
74.0 50.50 0.0019 0.00457 32.93 50.50
76.0 50.50 -0.0003 #NUM! #NUM! #NUM!
Drawdown time 3.0833 days
Orifice Size a 2.0 inches

STORMWATER POND #4 DATA SUMMARY
Total Built-Upon Area (Ac.) 1.
3.5
• Total SW Drainage Area (Ac.) 5.1
% Impervious Area 69.4
Computed Runoff from 1" Rainfall (CF) 12,393
Provided Storage (CF) 16,470
Required Surface Area (SF) 8,531
Surface Area of Pond @ Normal Pool (SF) 15,245
Surface Area of Pond @ Storage Pool (SF) 17,696
SW Storage Depth (Feet) 1
'Number of Orifices 1
Diameter of Orifice (Inch) 2
Elevation of Orifice Bottom (MSL) 50.50
Approx. Time for Drawdown (Days) 3.0833
Overflow Weir Elev. (MSL) 51.50
10-Year Routed Flowrate (CFS) 19
Flood Pool Elevation @ Q10 52.1

Stormwater Pond #4
Surface Areas
West East West East Total
Elevation Forebay Forebay Main Pond Main Pond Forebay and Main Pond
(MSL) (SF) (SF) (SF1 (SF) (SF)
44.5 7 5 286 1124 1422
45 59 44 426 1449 1978
48 1005 748 1698 3643 7094
49 1459 1118 2259 4513 9349
49.5 1747 1359 2601 5013 10720
50.5 2666 2095 3751 6733 15245
51 2915 2296 4056 7181 16448
51.5 3175 2507 4373 7642 17696
52 3434 2717 4690 8102 18943
Volumes
West East West East Total
Volume Between Forebay Forebay Main Pond Main Pond Forebay and Main Pond
(Ft-Ft) (CF) (CF) (CF) (CF) (CF)
44.5 -49.5 4385 3410 7218 15343 30355
49.5 -50.5 2207 1727 3176 5873 12983
44.5 -50.5 6592 5137 10394 21216 43338
50.5 - 51.5 2920 2301 4062 7187 16470
TOTAL POND VOLUME @ PP= 43338 CF
TOTAL FOREBAY VOLUME= 7795 CF
18.0 %

HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone[phone] 117 Pine Street
Facsimile(910)754-2121 Post Office Box 627
Monday, Juiy 21, 2003
Ms. Linda Lewis, Environmental Engineer v-OF,
0
Division of Water Quality ��
NCDENR y� f'
127 Cardinal Drive Extension o'
Wilmington, North Carolina 28405 ; ,
~M••�..rrr... r `ems'.....1
Subject: Ocean Ridge Plantation - Phase IV, Section 6 � i""w-se•wrmmi
Ocean Isle Beach, North Carolina r Stormwater Plan for Approval ��
L)
Dear Ms. Lewis:
On behalf of Ocean Ridge Farms, Inc., we are pleased to submit for your
review and approval Ocean Ridge Plantation - Phase N, Section 6. Please find
enclosed two (2) copies each of the application and supplements, stormwater
plans, stormwater calculations, and one (1) check in the amount of$420.00 to
cover the application fee.
Phase IV, Section 6 is composed of 42 Multi-Family buildings, roads and
parking, and a pool. Most of the stormwater runoff is to be treated in 4
Stormwater Ponds and the remaining runoff is treated Off-Site in Stormwater
Pond #10 of Stormwater Permit # SW8 980801.
An update of the Overall Phase IV Stormwater Plan is also being
submitted under separate cover.
We appreciate your attention in this matter. Should you have any
comments or require any additional information, please do not hesitate to
contact our office at your convenience.
Sincerely,
j ason Clark, E.I.
Houston and Associates, P.A.
Enclosures
pc: File; 03-0750D (Ocean Ridge Plantation, Phase N, Sections 1-5, SW)

Stormwater and Erosion Control Narrative
for -
Ocean Ridge Plantation
Phase IV, Section 6.
The subject project is located within Ocean Ridge Plantation, in southern Brunswick
County. Ocean Ridge Plantation, Phase IV has an Overall Stormwater Plan under the low density
option. There are eight (8) tracts being developed in Phase IV. These tracts are Phase IV,
Sections 1-8. This submittal is for Section 6.
Development of the above mentioned tracts will be accompanied with curbed and guttered
roadways with open throat and grate curb inlets and piping. Stormwater ponds have been
designed for treatment.
Phase IV, Section 6 includes 42 Multi-Family buildings, roads and parking, and a pool.
The exact building dimensions aren't currently known, therefore a building envelope is shown
on the plans and is used in all calculations. Proposed deed restrictions are prepared using the
building envelope dimensions, limiting the actual building dimensions. Phase IV, Section 6 will
utilize four (4) Stormwater Ponds to treat runoff from the 1" Design Storm. An Overall
Stormwater Permit for Phase IV was approved under the Low Density Option, Permit # SW8
020221.
Portions of Phase IV, Section 6 are directed Off-Site into Stormwater Pond #10 in Phase
II, Sections 2 & 3, Phase III, Section 1, Permit # SW8 980801.
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7. How was the off-site impervious area listed above derived? 'The OFFS I'E A-tte.. L.JaS
13cake,n_Dos,,,".,on ale 2. .
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions,outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a table
listing each lot number,size and the allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management
permit number
CalE4U-' Si.'8 On0aQ 1 as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the Stag
Of the cotArea
2. No more than ?SOI 42:7 square feet afazlot shall be covered by structures or iatpervinus materials.
Impervious materials include asphalt,gravel,concrete,brick,stone,slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in,piped,or altered except as necessary to provide driveway crossings,
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff firms outparceLs or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below.you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,that the covenants will be binding on all parties and persons
claiming.nder them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the State,and that they will be recorded prior to the sale of any lot
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(.) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at(919) 733-5083 for the status
and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement.
Form SWU-106 Off-Site System Supplement
Form SWU-I07 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Farm SWU 101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
'tials
• Original and one copy of the Stormwater Management Permit Application Form .-.[
• One copy of the applicable Supplement Form(s)for each BMP
• Permit application processing fee of$420(payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications,including:
-Development/Project name /
-Engineer and firm
-Legend
-North arrow
-Scale
-Revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
-Details of roads,drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
-Drainage areas delineated
-Vegetated buffers(where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf,please complete this section.
Designated agent(individual or firm): Ito J{on a..t( deSSec;o.4e S .A.
Mailing Address: ((7 A:nr Sieite4- ' Q. 6 D.7
City: Skit to tie State: /U C. Zip: ?8fs
Phone: ( R(O ) ?Sy— ( 3 a I Fax: ( 9/0 ) 7.f7 `al-I a i
VIII. APPLICANT'S CERTIFICATION //��
I,(print or type name of person listed in General Information,item 2) A. F+Qry.ing
certify that the information included on this permit application form is,to the beJof my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
-.Signature: asat,. ' d‘S/7^� Mae: � 63
0
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. Sl u?o3o72¢
(to be provided by DWQ)
State of North.Carolina
Department of Environment and Natural Resources
Division of Water Quality.
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF SITE SYSTEM SUPPLEMENT
FOR DEVELophaNr DRAINING TO PERMITTED OFF-SURTREATMENT SYSTEMS
This form may be photocopied for use as an original
DWO Stormwater Maragement Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off-site system supplement for each off-site stormwater treatment system, appropriate supplement forms for
any on-site stormwater ant systems, and plans and specifications showing all stoanwater conveyances
and drainage details for the project.
L PROJECT INFORMATION
Project Name : ()cep. ett Pla„+c.4 r. ) Phase_ lirl Ser4 ton Co
Contact Person: Rem t nq Gaoss.. Phone Number: f gm ) as7- t 7. j
Is all drainage from the project directed to the off-site system?(circle one): Yes
•
IL OFF-SATE SYSTEM INFORMATION (please complete the following information for the off-site
system that will treat runoff from your project):
Permit No. .SW S /Sorel
Project Name: Ocea,- god a ?lan ce(-:an - P as c IL, S,o4t•A s 2 e 3 , phase rff sacE:en ( .
Type of System(wet pond,infiltration basin,etc.): S kort ,a.4c r ad *f 0
Lot No. (if part of a subdivision): 4 M
How much built upon area draining to the permitted treatment system has been allocated to this
project? Anal-fed a gs4 Ac
Ph1Q( �eo�ton Co ?reposes 4, Node: Phase lgl $•d�tons /-S' Pto�sed
�` p. 4,4c 43.4'4re Av. o4 OFFS Flow fo
•
III. REQUIRED ITEMS CHECEz,IST �W pod °Ef0- s�8 'fagot on
Tiny
Prior to issuing an off-site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit.Application Form,
the agent may initial below. If a requitement has not been met,attach justification.

Applicants Initials Pro,esed Deed res ;chhens atc •encte.ted.
.Qo4 record e d a. Deed.restrictions limiting the built-upon area on the site have been recorded.
Bet &;1. b. Engineers certification for the existing off-site system has been submitted to DWQ.
c. There are no outstanding Notices of Violation for the off-site system.
- Sehls d. Off-site system is in compliance with the issued permit
Bt.;H-
IV. STORM WATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash.will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
•
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated
as needed based on monthly inspections:
4. The collection system,including catch basins, curb cuts, velocity redaction 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.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater
collection system in accordance with the five maim anct 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: FI"...1,15 G 6son Pte.c;dent.
Address: � -t Drearl 12,4 a Po✓ki.,ay l SW I. Qrean "Xs(e Zeac , , AK AW4C1
Phone: Otto) 8T�-t7 .i Date: . —,/7—D3
Signature: (�U.ttit' }� AY ha+
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, � a Notary Public for the State of_l .l.r. aW County of
h ,do hereby certify that lenin C1bSe rt. personally appeared before me this
II`K day of 1— a , 3 ,and acknowledge the due execution of the forgoing infiltration
basin maintenance mg �`�. my hand and official seal,
N G�• � t pTAB Ite 1 _
•
' L-is-ac ti4
� �O , / My commission expires
Form SWU 106 Rev .• COU Page 2 of 2