SW8010802_HISTORICAL FILE_20180726

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
d 7oi(O
WYYMMDD

Hall, Christine
From: Hall, Christine
Sent: Thursday, July 26, 2018 11:44 AM
To: 'Mark Brambell'
Subject: RE: [Externall Permit cleanup at St. James
Mark,
So the plan associated with the 1999 meeting is no longer what is approved by local planning and zoning? That might
make things more difficult. However, if you can demonstrate a prior authorization as outlined in 15A NCAC 02H.1001(5),
then we would allow the area to fall under the applicable older set of rules.
Christine Hall
Environmental Engineer
Division of Energy, Knerai and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
MA
r1. 01- !=''Nothing Compares_ --%_,-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Brambell imailto:mark@terra -novo.comi
Sent: Wednesday, Juiy 25, 2018 11:34 AM
To: Hall, Christine <Christine,[e-mail]>
Subject: RE: [External] Permit cleanup at St. James
Hi Christine
Sorry about the confusion on the 5E-44. There was also other stuff covered in that letter. I have highlighted the
relevant approval. As for current planning approval to the lots at that location please see the approved development
agreement with the Town of St James. The original approval for the area was through Oak Island. When the Town was
created the planning and zoning reverted to the County. Hence the County 5E-44. Since then the Town has taken over
planning and zoning hence the development agreement.

A. Special ExcJnion 4Fr44 Tabled at the 12.15.99 Meeting)
Reyur;t: Appitwal of 1'htise 111 Master Plan
Nome: 'fawnnt'SL.larn"Cansulidadon
Developer. St. J;uncs Developmetn, LIX,
I.GCalion: Town of St. Jtunes
Projoct Desedplit. o; 314 multi-titrnilyunits; 1.122 singIc-I'tunily
residential lots
A[r. Lewis asked 10 be reeusod frtanl r:nnsidClation of Sl?-44 and SJ:-46 citiq a
potrntittl can[lict of inluest, h9r. F,v;tns rxcttstd \Ir. I,ewi3 fmm these matters,
Mr, Raheri %-lorrow. residenl of the'1'oevrr of SI, James and Chairman ofthc
Towns Needs Asswssnient Comrniuee addressed the Hoard, Mr. Marrow stated
ltwt the Needs A&ws,;mcnt t omrnitwu wag recently established b), the
Town Council for tho sJuxifiz purpox of monitoring development vaivitic s
in llie Town of tit. }antes. Mr, hlurruw said they trivl with the
developcis oil 64-J.'n14)0 and they have no olijecli01Is to this prtr'tiCular recitiest.
Mr. 114ark Brtmblc aAiresrcd the 13oaid.AMr. Dramhle said they Mtcnd tir'i
1' up the areii formetly in the Tuwn of oak- Island's E•TJ. hlr. J3ramble stared that
t" Intend to_coal inlie havint; iricetings wiiIli the Town to keep qie bites of
culnmuniculiorl eprn7'-
i W,'llcll addressed the Board lute, prl3:rcit>"r•,,I i that this request first upkc Ti:d
-Worc.the Planning Ftoarci can 15-Dee-y9.4wir..Bell stated,lhat the request ilic[iidcs
314 nlulti-f inii units and 1.'122'singic-firmily rcsidcraial lots. During the
15-ncc -9q nicctinb, it urns reex,mnicndcd that the dcvcitipcis meet with
tapre-rntatives of the 'town of St. James prior to the Plarnling 130ard felting action
on lltis nmtler. Mr. Bell stated that there �'t're several conerms tit the Terh"ictil
Itcvicw C:oimninee CIRC) rm;eting and A9r. Bell discussed the TRC concerns.
Mr. Rel l said siliff mcumalcads approval with the TRC`s conceals being lilct.
C11rn1nissiOner Simirimis asked if topUgraphic Graf drainage maps art re(iturcd
with each phase? Mr, Bell replied, yes. Mr. ]tell clarified the TRC concerns by
saying ILAI twpngralthic and dr;linigc Inalrs will be provided tvilh each phase prior
to site Specific reap aPprovtil for rccnrduliori. Cortunissioncr Simmons asked wllp
Will be nSSCSWal Jtnpact FCeS Mr. Nell stated tint lltc lmlisct Fees will k
assrssed to the drvcIoIxr fur mililies and paid to the COLIttfy. Commissioner
Simnl0lis Asked if there is a 1'ce for the Ilmnswick County Engineering
I)clxtrtment to inspect Lite sllcetS upon installatinn? Mr. Bell replied, no.
Mr. Morgan asked if tha number of units being mqucsted is inclusive o1'the
Misting roils in the entire area? Mr. Bell replied, yes. Mr. Mo%ut ttslttd if this
is it he7USAC-cping Matter to fill -ire the uetb:
w tucas ,i rernaiue8? Air. Bell stated
that this consolidates a portion of pmvious PUDS (hat have burn submitted but
have not lx-xrt developed at this tune.- Mr. 1Margan made a motion to accept
cnei
9A i reojainiotion. "l'he tn(itic1n was Sownded try Mr, Laflg and: -- 7
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Mark Brambell
President
Terra' Novo Consulting, LLC.
=r"
3201 9re+ h►
N1+4.saprow. NC 2b409
[phone] (Off)
[phone] (F*A)
(910) Z79-4484 (C q)
Email: [e-mail]
Web: http://www.terra-novo.com
APlease consider the environment before printing this e-mail.
From: Hall, Christine <Christine.Hall @ncdenr.gov>
Sent: Wednesday, July 25, 2019 10:34 AM
To: Mark Brambell <[e-mail]>
Subject: RE: [External] Permit cleanup at St. James
Mark,
I talked this over with Georgette. The plat at the end of the SE-44 letter (agenda/approval) is for Section 14, not Section
20. Do you have something confirming that Section 20 was included in that approval? Looking for something confirming
what was presented for approval. Also, is the planning approval still active? Or you could submit something from the
local government confirming the new site layout still meets the original (and still active) approval.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Storrnwater Program
3

Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
ch ristine. ha Iigncdenr.gov
127 Cardinal Drive Ext,
Wilmington, NC 28405
"Nothinq Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Brambell [mailto:marketerra-novo.com]
Sent: Tuesday, July 24, 2018 5:18 PM
To: Hall, Christine <[e-mail]>
Subject: RE: lExternal] Permit cleanup at St. James
Will this work. Its planning approvel to put lots in that location from 2000,
511

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Mark Brambell
President
Terra Novo Consulting, LLC.
E

3201 Wkkfad Dr
WiWagtaa, NC 26409
[phone] (Off)
[phone] (Fu)
(910) Z79.4469 (COO
Email: [e-mail]
Web: http://www.terra-novo.com
APlease consider the environment before printing this e-mail.
From: Hall, Christine <Christine,[e-mail]>
Sent: Tuesday, JuEy 24, 2018 4:02 PM
To: Mark Brambell <[e-mail]>
Subject: RE: [External] Permit cleanup at St. James
Hi Mark,
Your question starts getting into the legal side of this program and/or into local approvals. Based on what you've
described (changing a HD parking lot to LD single family lots), you will need to demonstrate prior authorization (i.e.
vested rights) to claim a 25% limit under the older set of rules. Do you have any documentation prior to July 1, 2007
that would demonstrate vested rights for the single family lots?
Please also read 15A NCAC 02H.1001(5) of the 2017 SW rules which talks about other options to claim prior
authorization to an older set of rules. There might be something in there that helps you:
https://deg. ric.gov/about/divisions/energy-minera I-land-resources/energy-minera I-land-rrulesZstormwater-progra m-
rules
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources -- State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hallAncdenr.aov
127 Cardinal Drive Ext.
Wilmington, NC 28405
fit' �'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Brambell [mailto:[e-mail]]
Sent: Tuesday, July 24, 2018 3:38 PM
To: Hall, Christine <Christine.Hall _ncdenr.gov>
Subject: [External] Permit cleanup at St. James
.,g., - +ay. - �a,. .. , - -
CAl1TIoPE �External.emarl;Do not click links,or open.attathments'unless verified Seynd all suspicious email as an:attachinent toi;leA ';
1
6

Hi Christine
Before I send this to an engineer I want to see what you think. The developer has decided not to install the parking lot
shown on this SW permit and would like to put 5 lot in instead. Lot 5 would be sold to the marina association and would
have no impervious allocation.
Question: If I integrate the 0.95 Ac high density parcel back into the low density permit can I do so and maintain the
25% rule. Currently the HID Parcel has 35,541. SF impervious associated with it. As low density at 25% that would be
reduced to 10,346 SF.
Thanks

DAMM US SW?FAC€ -
TOTAL PROJCCT AREA 28.13 ac•
WE TtANDS 2.19 oc,
0,95 oc.
LOW DENSITY AREA 24.99 oc..
NOTE: 44E PARKING AREA IN Ti4£ NORTH- •
MM&I CORNER OF THE DEVELOPMENT IS
CCOSSID&D A 0SIN.
N�1Y P CxEi WITH
R �F 9EA CEO THE
Lfi ilf�N 8AIS £BEFORE
'"aIRAC RP JE T AREA FOR
DIE PURPOSES i1N E LOW
DENSITY mAPER14OUS R O. KTI•ANDS
HAvC ALSO WEN SUBTRACTED FOR THE
COENR. o T�Ot THE OUE fi OF
NCflENR. �.
•
LOIS IA-11A
11 LOTS O 7000 st/t0t - 1,77 oc,
LOTS 12A-14A
3 LOTS O 5500 et/Tat - 0,38 oc.
SECTION 20 (LOIS 1-25)
25 LOTS O 3,225 s1/lot - 1.85 ac.
SECIIDN 21 (LOTS 1-22)
22 LOTS O 3.225 sf Aot - 1.63 oc.
ROADS - 0,61 oc.
TOTAL c 6.24 oC.
TOTAL IMP[RVICUS AREA - 6,24 ne.
LOW DENSITY AREA - 24.99 nc.
IMPERV_40US_AREA 000) • X
LOw oENSITY AREA
(100) - 24.96%
24.99 oc. J/
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Mark Brambell
President
Terra Novo Consulting, U.C.
3201 Widcford Or
Wikzz aglow, W 28+09
(910).336.9011 (off)
(sla) 316-3002 (Pox)
717 `' •(M) 279.4-61 (Crlo
Email: [e-mail]
Web: http://www.terra-movo.com
APlease consider the environment before printing this e-mail.

A�I-.1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 8, 2011
John Atkinson, Jr., Vice -President
First St. James, Inc.
P.O. Box 10879
Southport, NC 28461
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 010802
St. James Plantation Sections 18, 20 & 21
Brunswick County
Dear Mr. Atkinson:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 010802 to First St. James, Inc.
for an Overall Low Density Subdivision with a Pocket of High Density project on November 5, 2002. This permit expires on
November 5, 2012. Per 15A NCAC 2H.1003(h) (the stormwater rules), applications for permit renewals shall be submitted 180
days prior to the expiration of a permit and must be accompanied by a processing fee, which is currently set at $505.00. If this is
still an active project please complete and submit the enclosed renewal application prior to May 25, 2012, If this project has not
been constructed and a permit is no longer needed, please submit a request to have the permit rescinded. if you have sold the
project please provide the name, mailing address and phone number of the person or entity that is now responsible for this
permit. Enclosed is a form for change of ownership, which should be completed and submitted if the property has changed
hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater treatment system,
a certification of completion be submitted to the Division from an appropriate designer for the type of system installed. This is to
certify that the permitted facility has been installed in accordance with the permit, the approved plans, specifications and
supporting documentation. If you have not already provided a Designer's Certification to our office, please include a copy with
your permit renewal request and processing fee. A copy of the certification form is enclosed for your convenience.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment facility
without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate enforcement action
including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at [phone].
Sincerely,
Georgette Scott
Ston-nwater Supervisor
GDSldwc S:MSIStormwater\Perinits & Projects12001 \010802 HD12011 08 req^ren 010802
cc: Wilmington Regional Office File
encl.
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCaroli na
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748
Inlernet'. www.ncwaterquality.org J atitrallJ/
An Equal Opportunity 1 Affirmative Action Employer ;/

• State Stormwater Management Systems
Permit No. SW8 010802
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
hn 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
First St. James, Inc.
St. James Plantation, Sections 18, 20 & 21
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin to treat the runoff from from a
pocket of high density within the overall low density project, in compliance with the provisions
of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules'D 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 November 5, 2012 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
l . This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at 25%,
per the requirements of Section .1005 of the stormwater rules. A stormwater system has
been approved for the the management of stormwater runoff from the proposed parking
lot, as described on page 3 of this permit.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. The low density subdivision is permitted for 61 lots, each allowed a maximum amount of,
built -upon area as follows: Lots IA-1 lA in Section 18 @7,000 f12; Lots 12A-14A in
Section 18 @5,500 ftz; Lots 1-25 in Section 20 and Lots 1-22 in Section 21 @ 3,225 W.
e. An infiltration basin has been provided to treat the runoff from the parking lot.
2

State Stormwater Management Systems
Permit No. SW8 010802
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: St. James Plantation, Sections 18, 20 & 21
Infiltration Basin for Parking Lot
Permit Number: SW8 010802 Mod.
Location: Brunswick County
Applicant: Mr. John Atkinson, Jr., Vice President
Mailing Address: First St. James, Inc.
PO Box 10879
Southport, NC 28461
Application Date:
October 23, 2002 (Modification)
River Basin / Receiving Stream I Index #:
Lumber / ICWW 1 15-25
Classification of Water Body:
"SA" (within %2 mile)
Design Storm:
1.5 inch
Basin Depth, feet:
0A
Bottom Elevation, FMSL:
10
Drainage Area, acres:
65,340 (Parking Lot only)
Total Impervious Surfaces, ftz:
35,541 (Parking Lot only)
Offsite Area entering Basin, ft2:
none, per Engineer
Bottom Surface Area, ft2:
8,690
Required Storage Volume, ft3:
4,407
Provided Storage Volume, ft3:
4,407
Temporary Storage Elevation, FMSL:
10.4 (Weir overflow elevation to road ditch)
Type of Soil:
Murville, Tomohawk
Expected Infiltration Rate:
2 inches per hour
Seasonal High Water Table Elevation:
5 FMSL
Time to Draw Down:
7.7 hours
3

State Stormwater Management Systems
Permit No. SW8 010802
11. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
lot, including driveways and sidewalks, does not exceed the allowable built -upon area.
Once the lot transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner.
3. If an Architectural Review Committee (ARC) is required to review plans for compliance
with the BUA limit, the plans reviewed must include sidewalks and driveways. Any
approvals given by the ARC do not relieve the homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
4. All stonnwater collection pipes, swales or ditches and all 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.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the perrnittee, for which Sedimentation and
Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
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.
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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. 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.
11. Decorative spray fountains will not be allowed in the stormwater treatment system.
4

State Stormwater Management Systems
Permit No. SW8 010802
12. 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.
13. 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.
14. Prior to transfer of the permit, the system must be inspected by DWQ personnel, and
determined to be in compliance with all permit conditions. Any items not in compliance
must be repaired or replaced to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
15. 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 side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bottom of the infiltration basin.
g. Access to the system must be available at all times.
16. 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.
17. 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.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools.
19. The only runoff conveyance systems allowed within the low density subdivision will be
vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V) as defined
in the stormwater rules and approved by the Division.
20. All roof drains must terminate at least 30' from the mean high watermark.
21. No piping shall be allowed within the low density subdivision, except that minimum
amount necessary to direct runoff beneath an impervious surface such as a road or under
driveways to provide access to lots.
22. A copy of the recorded deed restrictions must be submitted to the Division within 30 days
of the date of recording the plat, and prior to selling lots. The recorded copy must bear the
signature of the Permittec, the deed book number and page, and stamp/signature of the
Register of Deeds.

State Stormwater Management Systems
Permit No. SW8 010802
23. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon
area per lot to the amount as shown on the Project Data Sheet, per Section 1, Part 4. The
recorded statements must follow the form:
a. The maximum built -upon area per lovis as follows: Lots lA-1 lA @7,000 ft 2 ; Lots
12A-14A @5,500 ft2; Section 20 Lots 1-25 @3,225 ft2; and Section 21 Lots 1-22
@3,225 ft2. 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 all parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
b. The covenants pertaining to stormwater regulations may not be changed or deleted
without concurrence of the State.
C. Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the State.
d. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built-upon,area due to CAMA regulations.
Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is strictly
prohibited by any persons.
Each lot will maintain a 30' wide vegetated buffer between all impervious areas
and surface waters.
g. All roof drains shall terminate at least 30' from the mean high water mark.
24. All overflows from the infiltration basin must pass through at least 50' of vegetation prior
to discharge into the receiving waters.
III. GENERAL CONDITIONS '
This permit is not transferable except after notice to and approval by the Director. In the
event there is a desire for the facilities to change ownership, or there is a name change of
the Permittee, a "Name/Ownership Change Form" must be submitted to the Division of
Water Quality accompanied by appropriate documentation from the parties involved,
including as may be required, but not limited to, a deed of trust, recorded deed
restrictions, Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
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.
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.
n

State Stormwater Management Systems
Permit No. SW8 010802
5. 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.
G. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
7. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
Permit issued this the 5th day of November, 2002,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, PP.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010802
7

ii
■■
men
Men
.
SEP-14-2001 FRI 10:08 AM RIVERS & ASSOCIATES FAX NO. 2527523974
A
Rivers
�ssociates,
III
Ms. Linda Lewis
NCOENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina
Re:
St. James Plantation, SCCLIO_n2401
Storntwatcr Project N . SW8 010802
Brunswick County
Dear Ms. Lewis,
September 14, 2001
P. 01/04
Engiill'ers
Planners
S ti vvuvo rs
Post -it' Fax Note 7671
DA1e
Hof ►
To
Fra-
Co./Dept.
Co.
Phone n
Phone it
nL 7
Faxii �'J� 3So„�C�
Fax u
Per our phone conversation, T am faxing a sketch of the proposed bioretention cells for
use in the parking area for Section 20. Also included are some sectiolial views taken
from the manual "Workshop on Bio-Retention". North Carolina State University, the
Neuse Education Team, and NC Cooperative Extension conducted the workshop.
Pleasc call me as soon as possible to let me know if, conceptually, this system will be
permittable with the perforated underdrains.
Sincerely,
Rivers and Associates, Inc.
Eric Frwik, PE
Cc. Mark Brambcll
107 East ticcroid Street, (;rLC71Vi{1e. INC 27858 • Posr Oftico flux'r) • Grccmvilha NC, 2785.5 • (252)M-4135 • r;%X (252)752- 974
l;-iiinil: rivcrsCrorivcrss��ul�ssnciatcs.Coin

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SEP-14-2001 FRI 10:08 AM RIVERS & ASSOCIATES FAX NO. 2527523974 P. 03/04
t
2,000-square-foot building surrounded by 6,000 square
feet of lawn, the rain garden would require 270 square feet
of surface area or roughly 3 percent of the contributing
watershed. Rain garden design parameters for sandy soils
are summarized in Table 3.
Designing the Overflow
As noted earlier, rain gardens are designed to treat
runoff from the flush (typically the first inch of rainfall).
But what If it rains more than linch? This happens 11 to
12 times a year, on average, in Raleigh, North Carolina',
and even more frequently in other parts of the state.
Therefore, it is important to design an overflow to divert
excess water either around or out of the rain garden. In
many cases water can simply flow "out the back" of the
rain garden. This is allowed in rain gardens that are
constructed in flat areas. Water would leave the rain
garden simultaneously from several places along the back
side. This works only in virgln—or unaltered --soil with a
turf cover.
If [.he perimeter of the rain garden is altered during
construction, this soil will likely erode if water flows over
it for any length of tirne. Rain gardens that have disturbed
soil must have a designated water overflow area for larger
storms. Rocks or turf reinforcement mats can be used to
line the outlet area.
In commercial and industrial settings, an overflow pipe
1 often is installed in the middle of the rain garden. The top
of the pipe or overflow box is set at the desired maximum
water depth (ranging from 6 to 12 inches generally, with 9
Inches considered a standard), A diagram of this type of
overflow system is shown in Figure 3, and the photo in
Figure 4 shows a similar system in Maryland. For addi-
tional design information on outlet controls, please refer
to Elements of Storm water Design by H. R. Malcom.
'Determined from 10 years of data (1986-1998) for Raleigh -
Durham Internatlonal Airport as obtained from the Southeastern
Climate Data Center,
ALLOWABLE PONDINO LGVEL
Washed gravel
envolope such as 57
size stone
Corrugated plastic undrdrain
(typically 44nch diameter)
9.1
Outlet pipe (RCP or CMP '
typically) for overflow and
drainage. Larger diameter
dependent upon watershed_
Figure 3. Rain garden cross-section with an over-
flow box (note, not to scale)
Figure 4. Bio-retention median or rain garden In
Maryland with overflow drain visible In the center.
The top of the overflow, shown here as a metal gratu;-
is typically 9 inches above the bottom elevation of the
bio-retention area.
Table 3. Summary of design parameters for rain gardens constructed In sandy soils
Infiltration` rate ' " Greate'r,th
Mazirriden.diipth of water,; ` Range frp
r• 'deep er Vw
'RelativQ''size-of rain"garden :; Varies; l�u
' , � •, j , � ttio'am� u'i
7op,ogra'ph,it ft3ature °"I' Flat area
Ezis#irl "water table'}' �'I ' Seasonal)
,9
Places tt3'2d,oid`plading :i`.. Areas'thi� ,
rain' garden'$;; `i;'i { �' ; ' p as'adji
A� -minihnur
i' L+v.YniSj`'1l�y�ktti,'�'L,',,t�'t',i,'i.rY`• :���,t1. ,•�'�ber�laf�WC
.I� .I r �;• I. ,
.',�..� 7•.�+., I i• ill i I' ,I
r1;1 in`pt�rhoui,(typicai.fo{'sandy laatri; foarriysand,'and said)..,,
I,e6 t6121nthes, wjth;9.inches standard:; Sorr'tr applications Have'" - �'
r,alloMiar;'ces,`�++hich;•rriake."'larit�' torillktidifficult� ';�• I' _''•�
fypically'5 tee 9 pe,'rceni;o�f contributing'water tled,'depQndirig upon'
"tif io ssurf
#fat are down'straarrt of im envious' surfaces`,work' tit?st.' A`shallow'''
.II''serve's'as"a'rain.gard'en.�''
hi�i �rat6 table`shodld hot' yvithi i 2 'feef bf thta'suriace':. },
loo'd Fduiar] at fi ast earl f4ratYeast tw ` 'W':6A's' 'an�'d'i'
;en o b lditi if ad ydatio'
t t 91.,, I, n g,arl rp 'faun n$.'iPi.
of 2 lljch'es is needed; 1'to 4`,inches are, prdferabie:+Mulch
I ,•, r•`, it
i`d, b6t1pine'baik nuggets (which'tloat)'. Doil6(6-shredded hardwood w rk5': s; l
traw''ma be used,; ;" ti s ' { ,�, i,l ;I;yi:,'
P�

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GROUT
OVERFLOW
I N LETITYP.1
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GROUT
ENERGY —
05SIPATOR
FLUME
NOTE I. SOIL SHALL BE SANDY LOAM
; OR LOAMY SANIJ WITH - -
PERMEAWLITY RANGES OF
1 IN,/HR. TO 61N./14R=
MINIMUM DEPTH IS 3
!, CONCRETE
FLUME (T1 J
NOTE 2. FOR ALL DESIGN REQUIRE- N
MENTS, REFER TO THE
URBAN) WAT&RWAYS FACT
SHEET 03, DESIGNING -RAIN
_"—e'IMlXJ3fflFDtW0 HAPOW000 IfMIMISOIL GARDE NS/B10-RETENTION I
NMCH JI ISEEHOTL I I AREAS", ILATESTI BY. BILL N A
GEOTE)(TILE Fmmc HUNT.AND NANCY WHITE:
I2" WASHED GRAVEL N&57;
---�� NOTE 3. PARTIAL PLANTING LIST:
4"PERFORATED ORAIN w�cEOFAMIC TREES -RED MAPLE,LOBLOLLY R k
SLEEVE (CONNECT TO STORM SYSTEM) PINE,RIVER 61RCH, i
CHERRYBARK OAK
CROSS SECT" -DETAIL THROUGH FLUME- - SHRUBS-REO CHOKEBERRY,RED- N D
BUD,RED OSIER DOGWOOQ G
DWARF YAUPON,,AZX
MYRTLE,wrm-HAZEL
PLANTtKS GROUND COVER-ST.JOHNS WART, D . D
)SEE VOTE 3I S WITCH -GRASS, CONMOH
PEAiVNKLE E
r SEE THE REFERENCED FACT. P T
2,,0,E _ 2''�LIM
CRETE SHEET -OR THE STORMWATER
CURB a GUTTER BEST MANAGEM€N T PRACTICES A
ITYP) (LATEST) PUBL cAr]DN OF �. l
12'± THE NCOENR DWO, FOR A
-. FULL 'LI STiPG.
3w SOIL
y,111;
(NOTE 11
NT
12 WASHED STON•F ND. 57 1
\_4!'PfflF0_RAT_ED ORA4N W/GEOFABRIC TITLE AEVIS*
SLEEVEICONNECT TO STORM SYSTEM) `• _.. . "_
111.0-RETENTION "0 DUE BY E
CROSS. MON �UH.�-R�NTION AREA -7
- - AREA
EXISTPIG
STORM
EWER

Biorelention
Subject: Bioretendon
Date: Mon, 17 Sep 2001 11:58:56 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: Eric Frank <[e-mail]>
Dear Eric.
I have forwarded your question to Raleigh, concerning the underdrain for bioretention within 1/2 mile of
SA waters. My main problem is that the rules for SA waters do not allow for the discharge of any
portion of the 1.5" design storm. With an underdrain, the design storm will be collected, treated and
discharged. if I don't hear back from Raleigh in a timely manner, I will make the call that underdrains in
a bioretention system within 1/2 mile of SA waters will not be allowed. You are of course free to design
the bio-retention area in accordance with the April 1999 BMP manual. The system as described in the
manual is designed to be non -discharging, which meets the requirements for SA waters.
Linda Lewis
I of] 9/17/2001 11:59 AM

P. 1
COMMUNICATION RESULT REPORT ( NOkY4. 5.2002 9:41AM )
TTI NCDENR 14IRO
FILE HODE--OPTIOCI----------------ADDRESS-(GROUP)--------- RESULT PAGE
-------------------- ------------------------------
491 MEMORY TX 8-9102534794 OK P. 1/1
----------------------------------------
REASOH FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO A11SWER
October ?3, 2002
Mrs. Linda Lewis
DENR
127 Cardinal Drive
Wilmington, N.C. 2
Subject: Stormwstel Permit SW8 01.0802
E-2) BUSY'
E-4) 1,10 FACSIMILE CONNECTION
7OCTREC_E__1rVE_Dj
2 3 2002
BY:
Post -it" Fax Note 7671
date ���a�(f�
pages
1
To M2
From LI�f�'}!'�2 f.Ui
�[" �nm
codDapt.C.L. -se e-
4J7 ��
Co, a A 4�
Phone #
Phone #
Fax ffel lb-Z 3
Fax #
Dear Mrs, Lewis:
Please find enclosed hies of Section 20 Plats 1-2 and Section 18 Plat 2 restrictive Covenants.
The,above referencedproject is a phased development and as such we record covenants as each
plat is recorded. Plea a note that currently under review the impervious surface for this permit
when approved will again be modified to reflect the following changes.
current Future

October 23, 2002
Mrs. Linda Lewis
DENR
127 Cardinal Drive Ext.
Wilmington, N.C. 28405
Subject: Stormwater Permit SW8 010802
Dear Mrs. Lewis:
[ECEIVED
OCT 2 3 2002
BY: •�+--a
Post -its Fax Note 7671
Date II�J—OZ
pages�
To M2 rnbel I
From Lln 2 e.wt 5
Co./Dept.51.'�Qme5
1
co. O\N
w
aPhone
#
Phone #
Fax #Q 10 -ZS3
Fax #
Please find enclosed copies of Section 20 Plats 1-2 and Section 18 Plat 2 restrictive covenants.
The above referenced project is a phased development and as such we record covenants as each
plat is recorded. Please note that currently under review the impervious surface for this permit
when approved will again be modified to reflect the following changes.
yN
Current
Lots IA-1 I A — 11 Lots @ 7000
Lots 12A-I4A — 3 Lots @ 5500
Section 20 — 25 Lots @ 3225
Section 21 — 22 Lots @ 3225
n� 2
Future C U
No Change (Section 18 Plat 1)
2 Lots @ 7000 (Section 18 Plat2)
23 Lots @ 3450
21 Lots @ 3450
e
If you have any questions or if I need to do anything else please call me at 910-253-473q
Sincerely, F K 47a¢
Mark BrambelI
St. James Plantation
Project Manager
MB
y

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Rxwxswick County ---Register of Deecs
Robert J. Robinson
Inst #1124271 Book 161.8Page 69
08/15/2002 01:55:18pa Rec# 11k1q
TOTAL REV- TC4L=
REC# CK AMT Cif - CKkiLly
CASH � REF BY &
DECLARATION OF RESTRICTIVE COVENANTS AND EASEMENTS
FOR ST. JAMES PLANTATION
SECTION 20, PLAT I
NORTH CAROLINA - BRUNSWICK COUNTY
THIS DECI�RATION OF RESTRICTIVE COVENANTS AND EASEMENTS is made
as of August / 9 ; 2002, by First St. James, Inc., a North Carolina corporation ("First St.
James ).
WITNESSETH:
WHEREAS, First St. James is the owner of certain property located in Brunswick
County, North Carolina, and more particularly described as follows:
All of the numbered lots shown on that plat of Section 20, Plat 1, St. James
Plantation, recorded in Map Cabinet 26, Page 417, Brunswick County Registry
(said numbered lots are hereinafter referred to individually as a "Lot" and
collectively as the "Lots" and said plat is hereinafter referred to as the "Plat").
WHEREAS, that Master Declaration of Covenants, Conditions and Restrictions for St.
James Plantation recorded in Book 839, Page 453, Brunswick County Registry (as amended, the
"Master Declaration"), was executed by First St. James, as Declarant;
WHEREAS, pursuant to an Amendment to Master Declaration executed by First St.
James and to be recorded in the Brunswick County Registry, the Lots have been subjected to the
Master Declaration; and First St. James desires to subject the Lots to certain additional
covenants, conditions, restrictions and easements for the purpose of protecting the value and
desirability of the Lots.
NOW, THEREFORE, First St. James hereby declares and covenants that the Lots shall
be held, sold and conveyed subject to the following covenants, conditions, restrictions and
easements, which shall run with the land and be binding upon all parties having any right, title or
interest in the Lots or any part thereof, their heirs, successors and assigns, and shall inure to the
benefit of each owner thereof.
106806_2_ Prepared by: Schell Bray Aycock Abel & Livingston P.L.L.C. (JAM)

Instn # 124271 Book 1618Page: 70
1. Land Use. The Lots shall be used for single-family residential purposes only.
The operation of any business or commercial enterprise upon any Lot is expressly prohibited;
provided, however, that a Lot may be used as a temporary sales office and/or model with the
prior written consent of First St. James
2. Resubdivision and Combination. No Lot shall be resubdivided or its boundary
lines changed without the prior written consent of First St. James. First St. James expressly
reserves to itself the right to resubdivide or change the boundary lines of any Lot or Lots owned
by First St. James. A combined Lot may be created by (i) First St. James replatting any two or
more Lots, or (ii) an owner acquiring two or more adjacent Lots, without replatting, followed by
the construction thereon of a single dwelling in such a manner as to require the Lots to be treated
as one Lot in order to meet any setback requirements. Each combined Lot shall be considered a
single Lot for assessment and voting purposes as contained in the Master Declaration when (i)
replatted, or (ii) the single dwelling thereon is complete and a Certificate of Occupancy or
Compliance has been issued by the appropriate governmental authorities. The covenants,
conditions, restrictions and easements set forth herein shall apply to each Lot so created, except
that the provisions creating easements for drainage and utilities along all side lot lines shall apply
only to the exterior side lines of a combined Lot (unless an easement is specifically shown on the
affected Lot or Lots on the Plat, in which case a release must be obtained from the party or
parties with rights to such easement).
3. Nuisances. No noxious, offensive or illegal activities shall be conducted upon
any Lot, nor shall anything be done that shall be or become an unreasonable annoyance or
nuisance to any person whomsoever.
4. ' Dwelling Size. No dwelling shall be erected or allowed to remain on any Lot if
the dwelling does not contain at least 1,600 heated square feet. For purposes of this paragraph,
the area to be included in the determination of the total number of heated square feet shall be all
interior areas within the roof line of the dwelling, excluding open porches, terraces and like
areas; provided, however, that up to 200 square feet of this minimum requirement may be
provided by covered porches, so long as the roof of such porches forms an integral part of the
roof line of the main dwelling.
5. Architectural Control. No dwelling shall be erected or allowed to remain on
any Lot unless the construction of such dwelling is substantially performed on the Lot. No
mobile home, manufactured home or modular home shall be erected or allowed to remain on any
Lot. As more particularly provided in the Master Declaration, all proposed improvements,
alterations and Iandscaping on any Lot must be reviewed and approved by the Architectural
Control Committee of St. James Plantation Property Owners' Association, Inc. (the
"Association"), prior to commencement of any construction. The Architectural Control
Committee has pre -approved certain house design plans for this section of St. James Plantation,
and all dwellings on the Lots must be architecturally compatible with these plans as determined
by the Architectural Control Committee. Once construction of a dwelling has been commenced,
it must be corriplete and ready for occupancy within twelve (12) months. Weather permitting, all
landscaping shall be finished upon completion of the dwelling, but in no event later than ninety
1068062 - 2 -

Inst # 124271 Book 1518Page. 71
(90) days after the date the dwelling is occupied. Upon written request of the owner and for
good cause shown, the Architectural Control Committee may, in its sole and absolute discretion,
extend the time for construction. No dwelling shall be occupied until it has been substantially
completed in accordance with the approved plans and specifications, as evidenced by a
certificate of completion issued by the Architectural Control Committee.
6. Dwelling Setback and Placement. So that the maximum balance of view,
privacy and breeze will be available to the dwellings on the Lots and to ensure that all dwellings
will be located with regard to the topography of each individual Lot, taking into'consideration
the location of trees on each Lot and similar factors, the Architectural Control Committee
reserves the right to determine, in its sole discretion, the location of the dwelling on any Lot;
provided, however, that the following shall be minimum standards unless expressly waived in
writing by the Architectural Control Committee (and permitted by the applicable zoning
ordinance):
(a) A dwelling shall not be erected or allowed to remain facing in. any direction
except toward the street abutting the front of a Lot, which as to a comer Lot shall be the street
upon which said Lot has the least frontage.
(b) No dwelling or other structure shall be erected or allowed to remain on any Lot
nearer to any property line than the minimum setback lines shown or described on the Plat.
7. Easements. First St. James hereby reserves for itself, its successors and assigns,
and hereby grants to the Association, its successors and assigns (the rights of First St. James, the
Association, and their respective successors and assigns to be coextensive and non-exclusive): (i)
easements for drainage facilities and utilities on all Lots along all property lines, measured five
(5) feet from the front and side property lines, five (5) feet from the rear property lines on Lots
that have an abutting Lot to the rear, and ten (10) feet from the rear property lines on Lots that do
not have an abutting Lot to the rear; (ii) easements for pathways on all Lots along all property
lines abutting a street, measured fifteen (15) feet from the property Iines of the abutting streets,
for pedestrians, bicycles and such other uses as may be permitted by the Association, all subject
to rules and regulations of the Association; (iii) easements for drainage and maintenance within
and around all lakes and ponds, for a distance of fifteen (15) 'feet measured outward from the
edge of the lake or pond (see paragraph 19 below for additional provisions regarding lakes and
ponds); and (iv) other easements as shown on the Plat. Such easements shall be for the
installation and maintenance of drainage facilities, utilities, and/or pathways, as applicable,
and/or for other purposes as specified herein or on the Plat, together with the right of ingress and
egress over and upon such easements for such purposes. Easements for drainage facilities and
utilities must be used so as to interfere as little as possible with the use of the Lots by. the owners
of same. Easements for drainage facilities, utilities and/or pathways along a property line of any
street abutting a Lot shall not be deemed to prohibit a driveway crossing.
8. No Temporary Structures, Outbuildings or Playground Equipment; No
Docks or Piers. Except during construction, and subject to approval by the Architectural
Control Committee, no structure of a temporary character shall be erected, placed or allowed to
remain on any Lot, nor shall any building materials be stored on any Lot. No outbuilding, shed,
separate garage or other accessory building shall be.erected, placed or allowed to remain on any
1068062 - 3 -

Inst # 124271 Book 1618Page: 72
Lot. No playground equipment shall be erected, placed or allowed to remain on any Lot. No
docks, piers, moorings, boat houses, boat slips or similar structures shall be erected, placed or
allowed to remain on or adjacent to, or connected to, any Lot shown on the flat.
9. Streets, Fences, Walls And Signs. No street shall be laid out or opened across or
through any Lot, nor shall any fence be erected or allowed to remain on any Lot. No retaining
wall shall be erected or allowed to remain on any Lot without the prior written approval of the
Architectural Control Committee. Except as required by law, no billboards, posters or signs of
any kind (specifically including "for sale" or "for rent" signs or posters) shall be erected or
allowed to remain in any window, on the exterior of any improvement, or on any Lot, except (i)
a name and address sign, or (ii) a temporary sign reflecting construction of a dwelling on such
Lot by a licensed contractor, the design of which must be approved by the Architectural Control
Committee.
10. Animals. No animals, livestock or poultry of any kind shall be kept or
maintained on any Lot except that dogs, cats or other household pets may be kept or maintained,
provided that they are not kept or maintained for commercial purposes and further provided that
they are kept and maintained in compliance with all applicable laws and ordinances.
11. Outside Antennas and Satellite Dishes. No outside radio or television antennas,
satellite dishes, satellite earth stations or similar devices shall be erected or allowed to remain en
any Lot, except as permitted by the Design Guidelines adopted by the Architectural Control
Committee, as amended from time to time.
12. Boats, Trailers and Certain Motor Vehicles.
(a) No .boat, trailer, bus, commercial vehicle, camper, motor home, recreational
vehicle, or truck Iarger than a half -.ton pickup truck shall be parked for longer than twenty-four
(24) hours on any Lot in such a manner as to be visible from the street; provided, however, such
boat or vehicle may be parked in a garage on a Lot if it can be fully covered with the garage door
closed. Violators may have their boats or vehicles towed by the Association at the owner's
expense.
(b) No inoperative or unlicensed vehicles shall be parked for longer than twenty-four
(24) hours on any Lot in such a manner as to be visible from the street; provided, however, such
vehicle may be parked in a garage on a Lot if it can be fully covered with the garage door closed.
Violators may have their vehicles towed by the Association at the vehicle owner's expense.
(c) No boat, trailer, or vehicle of any type shall be stored, either permanently or
temporarily, on any Lot prior to completion and occupancy of the dwelling on such Lot.
(d) The Board of Directors of the Association, in its sole and absolute discretion, may
provide a limited waiver of the requirements contained in subparagraphs (a) and (b) above for
good cause shown.
13. Operation of Motor Vehicles. Motor vehicles shall be operated within St. James
Plantation in accordance with all laws of the State of North Carolina and any rules and
1068062 - 4 -

In-st # 124271 Book 1618Page: 73
regulations that may be imposed by the Association. No "off the road" vehicles of any type,
including but not limited to go carts, dirt bikes, and all terrain vehicles, shall be operated within
St. James Plantation, except those vehicles used in the course of permitted construction and
development within St. James Plantation, or used for golf course or related purposes.
14. Storage Receptacles. The placement and maintenance of fuel storage tanks and
outdoor receptacles for ashes, trash or garbage shall be governed by the Architectural Control
Committee.
15. Outdoor Clothes Drying Structures. No outdoor clothes pole, clothesline or
similar structure shall be placed on any Lot unless screened in such a manner that it is not visible
from any street, recreational area or adjoining property.
16. Maintenance of Lots. All Lots shall be maintained in a sightly condition, free of
debris, rubbish, weeds and high grass. The improvements on all Lots shall be maintained in a
reasonable and prudent manner harmonious with that of other property within St. James
Plantation as determined by the Board of Directors of the Association and as set forth in the
Master Declaration.
17. Repair or Removal of Improvements. Any improvement damaged in whole or
in part by casualty, fire, windstorm or from any other cause must be promptly restored or all
debris removed and the Lot restored to a sightly condition. Such rebuilding or removal of debris
shall be completed within three (3) months from the date of the casualty unless the Architectural
Control Committee grants a written extension.
18. Removal of Trees. No living tree four (4) inches or over in caliper at four (4)
feet high from ground elevation, nor any dogwood, flowering shrub or bush, shall be cut without
the prior written consent of the Architectural Control Committee unless it is in the area of the Lot
approved for construction of a structure.
19. Lakes and Ponds. The use by any owner of a lake or pond is subject to rules and
regulations of the Association, which may include prohibition of use. To the extent that all or any
portion of a lake or pond is located within a Lot, the owner of such Lot shall be responsible for
maintaining the edge and bank of such lake or pond and for controlling erosion or sedimentation
into the lake or pond due to stormwater or other runoff from within such Lot. An easement for
drainage and maintenance is established within and around all lakes and ponds, as described ui
paragraph 7 above.
20. Impervious Surface Coverage. No more than 3,400 square feet of the surface of
any Lot, including that portion of the street right-of-way between the front Lot line and the edge
of the pavement, shall be covered by structures or impervious materials. Impervious materials
include asphalt, concrete, gravel, brick, stone, slate, coquina or similar materials, but do not
include raised, open wood decking or the water surface of swimming pools. Filling in or piping
of any vegetative conveyance (ditches, swales, etc.), except for average driveway crossings, is
strictly prohibited. A thirty (30) foot wide vegetative buffer shall be maintained between all
impervious areas and surface waters. All roof drains shall terminate at least thirty (30) feet from
the mean high water mark. This paragraph is intended to ensure ongoing compliance with the
1068062 - 5 -

Inst # 124271 Book 1618page: 74
stormwater management permit issued by the State of North Carolina, Department of
Environment and Natural Resources, Division of Water Quality, and therefore may be enforced
by the State of North Carolina.
21. Wells. All ground waters beneath the Lots are understood to be part of the available
system for disposal of treated effluent from wastewater treatment facilities. No potable water
supply well shall be constructed on any Lot. First St. James hereby reserves, for itself, its
successors and assigns, and hereby grants to the Association and the State of North Carolina, the
right to enter upon all Lots for the purpose of groundwater monitoring, including the installation
of monitoring wells and pumping of water therefrom, .and for remediation purposes. This
paragraph is intended to ensure continued compliance with groundwater rules adopted by the
State of North Carolina and therefore may be enforced by the State of North Carolina.
22. Wetlands. Jurisdictional wetlands may be present on portions of the Lots. Filling or
draining of jurisdictional wetlands is regulated and may be prohibited by federal and state law.
No such activities shall be undertaken until the U.S. Army Corps of Engineers, and the State of
North Carolina, Department of Environment and Natural Resources, Division of Water Quality,
have been notified and all required approvals have been obtained.
23. Waiver of and Consent to -Violations. Where approval, consent or waiver rights
are specifically granted herein to the Architectural Control Committee or the Board of Directors
of the Association, the Architectural Control Committee or Board of Directors, as applicable,
may waive a -violation of the covenant, condition or restriction by appropriate instrument in
writing. Otherwise, First St. James may waive any violation of the covenants, conditions and
restrictions set forth herein by appropriate instrument in writing; provided that any waiver of
paragraphs 20-22 shall require the concurrence of the State of North Carolina, Department of
Environment and Natural Resources, Division of Water Quality.
24. Term. These covenants shall run with the land and shall be binding on all parties
and all persons claiming under them for a period of thirty (30) years from the date these
covenants are recorded, after which time said covenants shall be automatically extended for
successive periods of ten (10) years unless an instrument signed by two-thirds (2/3) of the then
owners of the Lots has been recorded, agreeing to terminate said covenants in whole or in part.
Any termination of. paragraphs 20-22 shall require the concurrence of the State of North
Carolina, Department of Environment and Natural Resources, Division of Water Quality.
25. Amendment. These covenants may be amended at any time by an instrument
signed by two-thirds (2/3) of the then owners of the Lots; provided that any such amendment
during the initial, thirty year term of these covenants shall require the written consent of First St.
James. Any amendment must be properly recorded. Any amendment of paragraphs 20-22 shall
require the concurrence of the State of North Carolina, Department of Environment and Natural
Resources, Division of Water Quality.
r
26. Enforcement. Except to the extent that a waiver has been duly granted as
provided herein, First St. James, the Association, and their respective successors or assigns, or
any owner of a Lot shall have the right to enforce, by a proceeding at law or in equity, all
restrictions and conditions herein imposed, against any person or persons violating or attempting
1068062 - 6 -

Inst 0 124271 Boob 1618Page: 75
to violate the same, either to restrain the violation or to recover damages. Failure by any such
entity or person to enforce any restriction or condition shall in no event be deemed a waiver of
the right to do so thereafter. The State of North Carolina shall have the right to enforce
paragraphs 20-22 hereof.
27. Successors and Assigns. The rights of First St. James hereunder shall inure to
the benefit of its successors and assigns if so specified by First St. James in a recorded
instrument; provided, however, that this requirement of designation in a recorded instrument
shall not apply to a mortgagee who acquires title by foreclosure, deed in lieu of foreclosure or
similar means, to any portion of the Development (as deemed in the Master Declaration) owned
by First'St. James
28. Severability. Invalidation of any one of these covenants by judgment or court
order shall in no way affect any of the other provisions hereof, which shall remain in full force
and effect.
[Remainder of Page Intentionally Left Blank]
1068062 - 7 -

Instr # 124271 Book 1618Page : 76
IN WITNESS WHEREOF, First St. James has caused this instrument to be duly executed
as of the day and year first above written.
FIRST ST. JAMES, INC.
By:
Vice President
NORTH CAROLINA
BRUNSWICK COUNTY
I,� �1T owe Cy:11-e ff s , a Notary Public of said County and State, certify
that personally came before me this day and acknowledged
that he is Vice President of FIRST ST. JAN ES, INC., a corporation, and that he as Vice
President, being authorized to do so, executed the foregoing on behalf of the corporation.
WITNESS m hand and official seal,
y this the ._(_� day of
(Notary Seal)
Notary Pu;IFC :% c�; �. - ;,• ,4 �';
My Commission Expires: .',.��f "'';�•� ,
• 1'7lops_ =0,�NotaryIAL SEAL •
c. Norm Carolina
f Brllrr$moicone Will@its
n F - yes 1/17/20 5
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK TERRY BDONE WILLETT5
The Foregoing (or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be Correct. 15th August 2002
This Instrument was filed for Registration on this Day of
in the Book and page shown on the First Page hereof,
1 O'er. CIJz„
ROhE-kT J. RO INSON, Register of Deeds
1068062 - 8

DECLARATION OF RESTRICTIVE COVENANTS AND EASEMENTS
FOR ST. JAMES PLANTATION
SECTION 20, PLAT 2
NORTH CAROLINA - BRUNSWICK COUNTY
THIS DECLARATION OF RESTRICTIVE COVENANTS AND EASEMENTS is
made as of October , 2002, by First St. James, Inc., a North Carolina corporation
("First St. James").
WITNESSETH:
WHEREAS, First St. Jaynes is the owner of certain property located in Brunswick
County, North Carolina, and more particularly described as follows:
All of the numbered lots shown on that plat of Section 20, Plat 2, St. James
Plantation, recorded in Map Cabinet , Page . , Brunswick
County Registry (said numbered lots are hereinafter referred to individually as a
"Lot" and collectively as the "Lots" and said plat is hereinafter referred to as the
"Plat") .
WHEREAS, that Master Declaration of Covenants, Conditions and Restrictions for St.
James Plantation recorded in Book 839, Page 453, Brunswick County Registry (as amended,
the "Master Declaration"), was executed by First St. James, as Declarant;
WHEREAS, pursuant to an Amendment to Master Declaration executed by First St.
James and to be recorded in the Brunswick County Registry, the Lots have been subjected to
the Master Declaration; and First St. James desires to subject the Lots to certain additional
covenants, conditions, restrictions and easements for the purpose of protecting the value and
desirability of the Lots.
NOW, THEREFORE, First St. James hereby declares and covenants that the Lots shall
be held, sold and conveyed subject to the following covenants, conditions, restrictions and
117007_1 Prepared by: Schell Bray Aycock Abel & Livingston P.L.L.C. (JAM)

rl.
easements, which shall run with the land and be binding upon all parties having any right, title
or interest in the Lots or any part thereof, their heirs, successors and assigns, and shall inure to
the benefit of each owner thereof.
1. Land Use. The Lots shall be used for single-family residential purposes only.
The operation of any business or commercial enterprise upon any Lot is expressly prohibited;
provided, however, that a Lot may be used as a temporary sales office and/or model with the
prior written consent of First St. James
2. Resubdivision and Combination. No Lot shall be resubdivided or its boundary
lines changed without the prior written consent of First St. James, First St. James expressly
reserves to itself the right to resubdivide or change the boundary lines of any Lot or Lots
owned by First St. James. A combined Lot may be created by (i) First St. James replatting
any two or more Lots, or (ii) an owner acquiring two or more adjacent Lots, without
replatting, followed by the construction thereon of a single dwelling in such a manner as to
require the Lots to be treated as one Lot in order to meet any setback requirements. Each
combined Lot shall be considered a single Lot for assessment and voting purposes as contained
in the Master Declaration when (i) replatted, or (ii) the single dwelling thereon is complete and
a Certificate of Occupancy or Compliance has been issued by the appropriate governmental
authorities. The covenants, conditions, restrictions and easements set forth herein shall apply
to each Lot so created, except that the provisions creating easements for drainage and utilities
along all side lot lines shall apply only to the exterior side lines of a combined Lot (unless an
easement is specifically shown on the affected Lot or Lots on the Plat, in which case a release
must be obtained from the party or parties with rights to such easement).
3. Nuisances. No noxious, offensive or illegal activities shall be conducted upon
any Lot, nor shall anything be done that shall be or become an unreasonable annoyance or
nuisance to any person whomsoever.
4. Dwelling Size. No dwelling shall be erected or allowed to remain on any Lot if
the dwelling does not contain at least 1,600 heated square feet. For purposes of this
paragraph, the area to be included in the determination of the total number of heated square
feet shall be all interior areas within the roof line of the dwelling, excluding open porches,
terraces and like areas; provided, however, that up to 200 square feet of this minimum
requirement may be provided by covered porches, so long as the roof of such porches forms an
integral part of the roof line of the main dwelling.
5. Architectural Control. No dwelling shall be erected or allowed to remain on
any Lot unless the construction of such dwelling is substantially performed on the Lot. No
mobile home, manufactured home or modular home shall be erected or allowed to remain on
any Lot. As more particularly provided in the Master Declaration, all proposed
improvements, alterations and landscaping on any Lot must be reviewed and approved by the
Architectural Control Committee of St. James Plantation Property Owners' Association, Inc.
(the "Association"), prior to commencement of any construction. The Architectural Control
Committee has pre -approved certain house design plans for this section of St. James
1170071 - 2 -

Plantation, and all dwellings on the Lots must be architecturally compatible with these plans as
determined by the Architectural Control Committee. Once construction of a dwelling has been
commenced, it must be complete and ready for occupancy within twelve (12) months.
Weather permitting, all landscaping shall be finished upon completion of the dwelling, but in
no event later than ninety (90) days after the date the dwelling is occupied. Upon written
request of the owner and for good cause shown, the Architectural Control Committee may, in
its sole and absolute discretion, extend the time for construction. No dwelling shall be
occupied until it has been substantially completed in accordance with the approved plans and
specifications, as evidenced by a certificate of completion issued by the Architectural Control
Committee.
6. Dwelling Setback and Placement. So that the maximum balance of view,
privacy and breeze will be available to the dwellings on the Lots and to ensure that all
dwellings will be located with regard to the topography of each individual Lot, taking into
consideration the location of trees on each Lot and similar factors, the Architectural Control
Committee reserves the right to determine, in its sole discretion, the location of the dwelling
on any Lot; provided, however, that the following shall be minimum standards unless
expressly waived in writing by the Architectural Control Committee (and permitted by the
applicable zoning ordinance):
(a) A dwelling shall not be erected or allowed to remain facing in any direction
except toward the street abutting the front of a Lot, which as to a corner Lot shall be the street
upon which said Lot has the least frontage.
(b) No dwelling or other structure shall be erected or allowed to remain on any Lot
nearer to any property line than the minimum setback lines shown or described on the Plat.
7. Easements. First St. James hereby reserves for itself, its successors and
assigns, and hereby grants to the Association, its successors and assigns (the rights of First St.
James, the Association, and their respective successors and assigns to be coextensive and non-
exclusive): (i) easements for drainage facilities and utilities on all Lots along all property lines,
measured five (5) feet from the front and side property lines, five (5) feet from the rear
-property lines on Lots that have an abutting Lot to the rear, and ten (10) feet from the rear
property lines on Lots that do not have an abutting Lot to the rear; (ii) easements for pathways
on all Lots along all property lines abutting a street, measured fifteen (15) feet from the
property lines of the abutting streets, for pedestrians, bicycles and such other uses as may be
permitted by the Association, all subject to rules and regulations of the Association; (iii)
easements for drainage and maintenance within and around all lakes and ponds, for a distance
of fifteen (15) feet measured outward from the edge of the lake or pond (see paragraph 19
below for additional provisions regarding lakes and ponds); and (iv) other easements as shown
on the Plat. Such easements shall be for the installation and maintenance of drainage facilities,
utilities, and/or pathways, as applicable, and/or for other purposes as specified herein or on the
Plat, together with the right of ingress and egress over and upon such easements for such
purposes. Easements for drainage facilities and utilities must be used so as to interfere as little
as possible with the use of the Lots by the owners of same. Easements for drainage facilities,
1170071 - 3 -

utilities and/or pathways along a property line of any street abutting a Lot shall not be deemed
to prohibit a driveway crossing.
S. No Temporary Structures, Outbuildings or Playground Equipment; No
Docks or Piers. Except during construction, and subject to approval by the Architectural
Control Committee, no structure of a temporary character shall be erected, placed or allowed
to remain on any Lot, nor shall any building materials be stored on any Lot. No outbuilding,
shed, separate garage or other accessory building shall be erected, placed or allowed to remain
on any Lot. No playground equipment shall be erected, placed or allowed to remain on any
Lot. No docks, piers, moorings, boat houses, boat slips or similar structures shall be erected,
placed or allowed to remain on or adjacent to, or connected to, any Lot shown on the Plat.
9. Streets, Fences, Walls And Signs. No street shall be laid out or opened across
or through any Lot, nor shall any fence be erected .or allowed to remain on any Lot. No
retaining wall shall be erected or allowed to remain on any Lot without the prior written
approval of the Architectural Control Committee. Except as required by law, no billboards,
posters or signs of any kind (specifically including "for sale" or "for rent" signs or posters)
shall be erected or allowed to remain in any window, on the exterior of any improvement, or
on any Lot, except (i) a name and address sign, or (h) a temporary sign reflecting construction
of a dwelling on such Lot by a licensed contractor, the design of which must be approved by
the Architectural Control Committee.
10. Animals. No animals, livestock or poultry of any kind shall be kept or
maintained on any Lot except that dogs, cats or other household pets may be kept or
maintained, provided that they are not kept or maintained for commercial purposes and further
provided that they are kept and maintained in compliance with all applicable laws and
ordinances.
11. Outside Antennas and Satellite Dishes. No outside radio or television
antennas, satellite dishes, satellite earth stations or similar devices shall be erected or allowed
to remain on any Lot, except as permitted by the Design Guidelines adopted by the
Architectural Control Committee, as amended from time to time.
12. Boats, Trailers and Certain Motor Vehicles.
(a) No boat, trailer, bus, commercial vehicle, camper, motor home, recreational
vehicle, or truck larger than a half -ton pickup truck shall be parked for longer than twenty-four
(24) hours on any Lot in such a manner as to be visible from the street; provided, however,
such boat or vehicle may be parked in a garage on a Lot if it can be fully covered with the
garage door closed. Violators may have their boats or vehicles towed by the Association at the
owner's expense.
(b) No inoperative or unlicensed vehicles shall be parked for longer than
twenty-four (24) hours on any Lot in such a manner as to be visible from the street; provided,
however, such vehicle may be parked in a garage on a Lot if it can be fully covered with the
1170071 - 4 -

garage door closed. Violators may have their vehicles towed by the Association at the vehicle
owner's expense.
(c) No boat, trailer, or vehicle of any type shall be stored, either permanently or
temporarily, on any Lot prior to completion and occupancy of the dwelling on such Lot.
(d) The Board of Directors of the Association, in its sole and absolute discretion,
may provide a limited waiver of the requirements contained in subparagraphs (a) and (b) above
for good cause shown.
13. Operation of Motor Vehicles. Motor vehicles shall be operated within St.
James Plantation in accordance with all laws of the State of North Carolina and any rules and
regulations that may be imposed by the Association. No "off the road" vehicles of any type,
including but not limited to go carts, dirt bikes, and all terrain vehicles, shall be operated
within St. James Plantation, except those vehicles used in the course of permitted construction
and development within St. James Plantation, or used for golf course or related purposes.
14. Storage Receptacles. The placement and maintenance of fuel storage tanks and
outdoor receptacles for ashes, trash or garbage shall be governed by the Architectural Control
Committee.
15. Outdoor Clothes Drying Structures. No outdoor clothes pole, clothesline or
similar structure shall be placed on any Lot unless screened in such a manner that it is not
visible from any street, recreational area or adjoining property.
lb. Maintenance of Lots. All Lots shall be maintained in a sightly condition, free
of debris, rubbish, weeds and high grass. The improvements on all Lots shall be maintained in
a reasonable and prudent manner harmonious with that of other property within St. James
Plantation as determined by the Board of Directors of the Association and as set forth in the
Master Declaration.
17. Repair or Removal of .Improvements. Any improvement damaged in whole or
in part by casualty, fire, windstorm or from any other cause must be promptly restored or all
debris removed and the Lot restored to a sightly condition. Such rebuilding or removal of
debris shall be completed within three (3) months from the date of the casualty unless the
Architectural Control Committee grants a written extension.
18. Removal of -Trees. No living tree four (4) inches or over in caliper at four (4)
feet high from ground elevation, nor any dogwood, flowering shrub or bush, shall be cut
without the prior written consent of the Architectural Control Committee unless it is in the area
of the Lot approved for construction of a structure.
19. Lakes and Ponds. The use by any owner of a lake or pond is subject to rules
and regulations of the Association, which may include prohibition of use. To the extent that all
or any portion of a lake or pond is located within a Lot, the owner of such Lot shall be
responsible for maintaining the edge and bank of such lake or pond and for controlling erosion
1170071 - 5 -

or sedimentation into the lake or pond due to stormwater or other runoff from within such Lot.
An easement for drainage and maintenance is established within and around all lakes and
ponds, as described in paragraph 7 above.
20. Impervious Surface Coverage. No more than 3,400 square feet of the surface
of any Lot, including that portion of the street right-of-way between the front Lot line and the
edge of the pavement, shall be covered by structures or impervious materials. Impervious
materials include asphalt, concrete, gravel, brick, stone, slate, coquina or similar materials,
but do not include raised, open wood decking or the water surface of swimming pools. Filling
in or piping of any vegetative conveyance (ditches, swales, etc.), except for average driveway
crossings, is strictly prohibited. A thirty (30) foot wide vegetative buffer shall be maintained
between all impervious areas and surface waters. All roof drains shall terminate at least thirty
(30) feet from the mean high water mark. This paragraph is intended to ensure ongoing
compliance with the stormwater management permit issued by the State of North Carolina,
Department of Environment and Natural Resources, Division of Water Quality, and therefore
may be enforced by the State of North Carolina.
21. Wells. All ground waters beneath the Lots are understood to be part of the
available system for disposal of treated effluent from wastewater treatment facilities. No
potable water supply well shall be constructed on any Lot. First St. James hereby reserves, for
itself, its successors and assigns, and hereby grants to the Association and the State of North
Carolina, the right to enter upon all Lots for the purpose of groundwater monitoring, including
the installation of monitoring wells and pumping of water therefrom, and for remediation
purposes. This paragraph is intended to ensure continued compliance with groundwater rules
adopted by the State of North Carolina and therefore may be enforced by the State of North
Carolina.
22. Wetlands. Jurisdictional wetlands may be present on portions of .the Lots. Filling
or draining of jurisdictional wetlands is regulated and may be prohibited by federal and state
law. No such activities shall be undertaken until the U.S. Army Corps of Engineers, and the
State of North Carolina, Department of Environment and Natural Resources, Division of
Water Quality, have been notified and all required approvals have been obtained.
23. Waiver of and Consent to Violations. Where approval, consent or waiver
rights are specifically granted herein to the Architectural Control Committee or the Board of
Directors of the Association, the Architectural Control Committee or Board of Directors, as
applicable, may waive a violation of the covenant, condition or restriction by appropriate
instrument in writing. Otherwise, First St. James may waive any violation of the covenants,
conditions and restrictions set forth herein by appropriate instrument in writing; provided that
any waiver of paragraphs 20-22 shall require the concurrence of the State of North Carolina,
Department of Environment and Natural Resources, Division of Water Quality.
24. Term. These covenants shall run with the land and shall be binding on all
parties and all persons claiming under them -for a period of thirty (30) years from the date these
covenants are recorded, after which time said covenants shall be automatically extended for
1170071 - 6 -

successive periods of ten (10) years unless an instrument signed by two-thirds (213) of the.then
owners of the Lots has been recorded, agreeing to terminate said covenants in whole or in part.
Any termination of paragraphs 20-22 shall require the concurrence of the State of North
Carolina, Department of Environment and Natural Resources, Division of Water Quality.
25. Amendment. These covenants may be amended at any time by an instrument
signed by two-thirds (2/3) of the then owners of the Lots; provided that any such amendment
during the initial, thirty year term of these covenants shall require the written consent of First
St. James. Any amendment must be properly recorded. Any amendment of paragraphs 20-22
shall require the concurrence of the State of North Carolina, Department of Environment and
Natural Resources, Division of Water Quality.
26. Enforcement. Except to the extent that a waiver has been duly granted as
provided herein, First St. James, the Association, and their respective successors or assigns, or
any owner of a Lot shall have the right to enforce, by a proceeding at law or in equity, all
restrictions and conditions herein imposed, against any person or persons violating or
attempting to violate the same, either to restrain the violation or to recover damages. Failure
by any such entity or person to enforce any' restriction or condition shall in no event be deemed
a waiver of the right to do so thereafter. The State of North Carolina shall have the right to
enforce paragraphs 20-22 hereof.
27. Successors and Assigns. The rights of First St. James hereunder shall inure to
the benefit of its successors and assigns if so specified by First St. James in a recorded
instrument; provided, however, that this requirement of designation in a recorded instrument
shall not apply to a mortgagee who acquires title by foreclosure, deed in lieu of foreclosure or
similar means, to any portion of the Development (as defined in the Master Declaration)
owned by First St. James
28. Severability. Invalidation of any one of these covenants by judgment or court
order shall in no way affect any of the other provisions hereof, which shall remain in full force
and effect.
[Remainder of Page Intentionally Left Blank]
1170071 - 7 -

IN WITNESS WHEREOF, First St. James has caused this instrument to be duly
executed as of the day and year first above written.
FIRST ST. JAMES, INC.
By:
hn A. Atkinson, Jr.,
Vice President
P,D] ILat6% - a 91MLl 1
BRUNSWICK COUNTY
a Notary Public of said County and State, certify
that John A. Atkinson, Jr. pers pally came before me this day and acknowledged that he is a
Vice President of FIRST ST. JAMES, INC., a corporation, and that he as Vice President,
being authorized to do so, executed the foregoing on behalf of the corporation.
WITNESS my hand and official seal, this the I day of �� , 20 0-2-.
(Notary Seal)
t�"y, 111111011"1j
Q
My Commission Expires: �S
�Q O
m PU�L�G
9G J2,
''`►►111 n � n n++�`'
1170071 - 8 -
dt-t-� ew-z- -9-
Notary PubiZ

P. 1
COMMUNICATION RESULT REPORT ( OCT.22.2002 12.29PM ) '�
FILE NODE
-224-- - E'IEMORYTIC
OPTION
------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO A11SWER
,4 \N A rpr
Date: October
To: Eric Fra
Company: R
FAX #: 2�
DWQ Stormw
Proiect Name:
MESSAGE:
Dear Eric:
Just a friendly remi>
Sections 20 and 21.
Park. in Section 5.
them as soon as po ,
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
-------------------------------------------------------
G-2527522974 1 OK P. 1/1
E-2) BUSY
E-4) 1'10 FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr. Secretary
s North Carolina Department of Environment and Natural Aesouroes
Alan W. Klimek, P.E., Director
Division of Water (duality
1
a Wilmington Regional Office
a
FAX COVER SHEET
i
2 102 No. of Pages: 1
P.E. From: Linda Lewis AO
rs i& A9&ociites Water Quality Section - Stormwater
751-3974 1 FAX # [phone]
Phone # [phone]
Project Number: SWR 010802
St. James Plantation, Sections 20 and 21
i
f9
1
5
4
I'm still waiting on a copy of the proposed covenants and restrictions for
copy you submitted on May 20, 2002, is for a development called Regency
roposed irestrictions must be for the proposed development. Please submit
c, as CAMA is apparently ready to put your LAMA application on hold.

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: October 22, 2002
To: Eric Frank, P.E.
Company: Rivers & Associates
FAX #: [phone]
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1
From: Linda Lewis Op
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SWS 010802.
Project Name: St. James Plantation, Sections 20 and 21
MESSAGE:
Dear Eric:
Just a friendly reminder- I'm still waiting on a copy of the proposed covenants and restrictions for
Sections 20 and 21. The copy you submitted on May 20, 2002, is for a development called Regency
Park in Section 5. The proposed restrictions must be for the proposed development. Please submit
them as soon as possible, as CAMA is apparently ready to put your CAMA application on hold.
Linda
S:IWQSISTORMWATIADDINF0120021010802,OCT
MAW
KMEN
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Riders
�=��sociates,
ar 111
Ms. Linda Lewis
NCDENR
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Re: St. James Plantation Sections 20 and 21
Southport, Brunswick County, NC
Stormwater Permit #SW8010802
Dear Linda,
Nurvevors
May 16, 2002 ~�-'-
This letter is in response to your letter to Mr. John Atkinson, Vice President of First St.
James, Inc. dated May 3, 2002 requesting additional information.
1. Sealed copies of the infiltration calculations are attached.
2. Proposed spot elevations have been added to the parking area to indicate that the
runoff from the parking area will drain to the infiltration area. Two copies of the
plan are attached.
3. The cul-de-sac radius has been added to the plans.
4. Sample deed restrictions are attached. The final plat and associated deed
restrictions have not been recorded yet. A copy of the recorded deed restrictions
will be forwarded upon recordation.
5. Page 4 of the application has been initialed and attached.
Please feel free to call if you have any questions or require any further information.
Sincerely,
Rivers and Associates, Inc.
Eric J. Frank, PE
Cc: Jay Atkinson, VP, First St. James
Mark Brambell, Construction Manager
107 East Second Street. Greenville. NC 278-58 • Post Office Box 929 • Greenville. NC 27835 • [phone] • FAY (252)7i2-3974
E-mail: [e-mail]:issociates.com

9 d.. 6)pCc ,Vox 2522
9eW"zm, ,A&. 28402
9d s10-452-0001
."Y �1 alld/cn n.
4
June 28, 2002
Ms. Janet Russell
Division of Coastal Management
127 Cardinal Dr. Ext.
Wilmington, NC 28405
9uifc ;14
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3805 .W0&eac
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ID n� 3�j1�i,�LDEuYJ
L C 2 2002
DIVISIOi\1 OF
COA',STAkL IVAI�AGEW—_[I T
RE: CAMA Major Permit Application — Sections 20 & 21, St. James Plantation
Dear Janet:
On behalf of St. James Plantation, I am submitting a CAMA Major Permit Application
for proposed residential development of Sections 20 and 21. Enclosed are the pertinent
application forms (DCM MP-1 and 3), maps, plan view drawings, and other information
necessary for a complete application package.
Disturbance will be limited to approximately 19 acres of land situated just north of the
Atlantic Intracoastal Waterway (AIWW) as depicted on the enclosed drawings. Project
activities include the construction of an approximate 42,300 sf parking area, 47 single-
family residential lots, and an approximate 58,500 sf soil pre -loading area: The soil pre -
loading area is necessary for compaction purposes.
Land disturbance associated with the project will occur predominantly outside of the
Estuarine Shoreline AEC. The soil pre -loading area has encroached slightly within the
AEC. Approximately 3,000 sf of soil has been placed within the AEC for pre -loading
(i.e. compaction). Based upon consultation with DCM, the enclosed application is being
submitted for land disturbing activities occurring within the AEC. Future disturbances
within the AEC will be limited to the removal of material from the pre -loading area and
minor grading of upland areas associated with lot landscaping (activities to be conducted
in accordance with the sediment and erosion control permit — Project No. BR-02006).

Adjacent riparian landowners are being forwarded a copy of this application with
notif 'on/waiver forms via certified mail. Once received, the associated 'green -card'
receipts will he forwarded to your office. If you have any questions or require additional
information concerning site conditions or site plans, please do not hesitate to contact me
at [phone]. Thank you for your attention to this project.
Sincerely,
( P�j
Christian Preziosi
.Environmental Scientist
encl.
IT�
D-)� �L2
f
J u L 0 2 2002
LJ
" DIVISION OF
COASTAL MANAGEMENT

Sent B)' LAND µANAG-MEt,7;
51- 0 452 00B0 Anr- 1 -D2 ', :54PNi; ?age 2!2
Rc:
'Pmj eci Name:
AGENT AUTHORIZATION
CA k Major- Development Permit Appli ;xzion
Section 20 and 21 Subdivision Developrneni
I hereby authorize Land, Management Group. Inc. to act m m;r behalf as my went in the
preparatian, submittal and proctssing of this application and io furnish, upon request,
supplermenuO information in support ofthis application.
St. James Pia.ntatiou, LLC
1'
.Dal
i 77�
[ 2 2002
DIVISION Or
EM NT
COASTAL ANAG
MI

APPLICATION
-(To be completed by all applicants)
-- 2. LOCATION OF PROPOSED
L APPLICANT PROJECT
a. Landowner:
Name First St. James. Inc.
Address P.O. Box 10879
City Southport
state-N.C.
Zip 28461 Day Phone 910-
253-4739
Fax [phone]
b. Authorized Agent:
Name Christian Preziosi. Land
Management_Group, In-c.
Address P.O. Box 2522
City?Nihnin g
State N. C.
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any) Sections 20 and 21.
St. James Plantation
a. County Brunsv<7ck
b. City, town, community or landmark
Southport, N.C.
c. Street address or secondary road number.
Property off Fairwinds Drive in St. James
Plantation
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g.
rivet, creek, sound, bay)
Atlantic Intracoastal Waterway
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose
(e.g.) building a home, motel, marina, bulkhead,
pier, and excavation and/or filling activities.
Residential subdivision site work. See
attached narrative.
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
c. WiIl the project be for public, private or
commercial use? Commercial
DCM-MP-1
t I
Revised 03195 I I J U L F 2 2002
DIVISION OF
COASTAL MANAGEMENT

d. Give a brief description of purpose, use,
methods of construction and daily operations of
proposed project. If more space is needed, please
attach additional pages_ See attached narrative
4. LAND AND WATER
CHARACTERISTICS _
a. Size of entire tract Sections 20 and 2_1 equal
+/- 19 acres
b. Size of individual lot(s) f/- 114 acre
c. Approximate elevation of tract above MHW
or NWL 2-17' Iv1HW
d. Soil type(s) and texture(s) of tract
Newhan fine sand
e. Vegetation on tract Loblolly pine. wax myrtle.
vaupon. black cherry. broomstraw, live oak.
upper marsh species.
f. Man-made features now on tract Silt fence,
gravel construction entrance. ponds, water
control structure, pre -loading soil material
g. What is the CAMA Land Use Plan land
classification of the site? (Consult [he local land use plan)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
N/a
I. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certrfacale, rfapplicable)
Re6ster listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes; has a delineation been -conducted) Yes
(Attach documentation, if available)
m. Describe existing wastewater treatment
facilities. Community package treatment plant
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down' and residential discharges.)
Temnorary sediment basin riser discharge to
existing marina basin
o. Describe existing drinking water supply source.
Brunswick Countv water system
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
* A copy of the deed (with state application only)
or other instrument under which the applicant
claims title to the affected properties. if the
applicant is not claiming to be the owner of said
property, then forward a copy of the deed or other
instrument under which the owner claims title,
plus written permission from the owner to carrel
out the project.
* An accurate, dated work plat (including plan
view and cross -sectional drawings) drawn to scale
in black ink on an S'/z" by I I" white paper. (Refer
to Coastal Resources Commission Rule 7.1.0203
for a detailed description.)
j. Has a professional archaeological assessment Please note that original drawings are preferred
been done for the tract? Yes X No and only high duality copies will be accepted.
If yes, by whom? N/a Blue -line prints or other larger plats are acceptable
only if an adequate number of quality copies are
provided by applicant. {Contact the U.S. Army
k. Is the project located in a National Registered Form DCM-MP-1
Historic District or does it involve tio+n�-a,l 1 f �ineers regarding that agency's use of
7Li
Revised 03/95 UJ,
J U L 0 2 2002
DIVISION OF
COASTAL MANAGEMENT

'lager drawings.) A site or location map is a part
of plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar with
the area to the site. Include highway or secondary
road (SR) numbers, landmarks, and the like.
- *A Stormwater Certification, if one is necessary.
* A list of the names and complete addresses of
the adjacent waterfront (riparian) landowners
and signed return receipts as proof that such
owners have received a copy of the application
and plats by certified mail. Such landowners
must be advised that they have 30 days in which to
submit comments on the proposed project to the
Division of Coastal Management. Upon signing
tl►ia� form, the applicant further certifies that such
notice has been provided.
Name Edward & Toni O'Keefe
Address 2680 Mariner's Way, Southport NC 28461
:Phone (number unlisted)
Name Maurice Cox
Address 4 Sunrise Place Amorik. NY 10504
Phone (number- unlisted j
* A list of previous state or federal permits
issued for work on the project tract. lnclude permit
numbers, permittee, and issuing dates.
State Storm water Permit SW8 010802 (issued 1214/01
to First St. James. Inc.l_ Sediment & Erosion_ Control
Certiticate of Approval (approved 8/16/01 for project
no. 13R-02006)
*"A check for $250 made payable to the
f. Dcpartment ofEnvironment and Natural Resources
(.DENR) to cover the costs of processing the
4 application.
A signed AEC ka7ard notice for projects in
6ccanfront and inlet areas.
* A statement of compliance with the N.C.
i
Environmental Policy Act (N.C.G.S.113A -1 to
10) ' If the project involves the expenditure of
public funds or use of public lands, attach a
statement documenting compliance with the North
Carolina Environmental Policy Act.
Revised 03/95
—6. CERTIFICATION AND PERMSSION
TO ENTER ON LAND
I understand that any permit issued in response to
this application will allow only the development
described in the application. The project will be
subject to conditions and restrictions contained in
the permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State Jf orth
Carolina's approved Coastal Management Program
and will be conducted in a mariner consistent with
such program.
I certify that I am authorized to prant, and do in
fact, grant permission to representatives of state
and federal review agencies to enter on the
aforementioned lands in connection with evaluating
information related to this permit application and
follow-up monitoring of the project.
I further certify that the information provided in
this application is truthful to the best of my
knowledge. -
This is the 0 day of V N E , 20 d a .
PrintName IARISTEAtiJTRE7-tp51
0 Signature it �JAAbsl - LAmb HAvnc�EmE-rLrw
Landowner or Aukhorized Agent
Please indicate attachments pertaining to your
proposed project.
DCM MP-2 Excavation and Fill
X DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.
f
! U,17
17
J JUL 0 ? 2002
DIVISION OF
COASTAL MANAGEMENT

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
a. Type and number of buildings, facilities, units
or structures proposed 42.300 sf parking area and
47 sinele-familv residential lots
b. Number of lots or parcels 47
c. Density (give the number of residential units
and the units per acre) 47 units on 19 acres
(2.47 units/ac)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 19 ae
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources? X Yes No
If ves, date submitted 3-13-02 (auproved 3-22-02)
f. List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces. Asphalt and gravel
.. Give the percentage of the tract within 75 feet
of MHW or NWL, or within 575 feet in the rase of
an Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0%
h. Projects that require a CAMA Major
Revised 03/95
Development Permit may also require a
Stormwater Certification. Has a site development
plan been submitted to the Division of
Environmental Management for review?
X Yes No
If yes, date submitted_ 10-10-01
(approv_ed 12-4-01) (modification under review_
i. Describe proposed method of sewage disposal.
Community packasie treatment l2lant
j. Have the facilities described in Item 1. above
received state or local approval?_ Yes_
(Attach appropriate documentation)
k_ Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down' and
residential discharges).
Tem orary sediment basin riser discharge to
existina marina basin
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Brunswick County water system
m. Will water be impounded? Yes X No
If yes, how many acres? (Existingretention Pond on-siee}
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded?
Applicant or Project Name
Signature
Date "'IE �T V R mLe+mu�J
DIVISION OF
COASTAL MANAGEMENT

~- '= PROJECT NARRATIVE
ST. JAMES PLANTATION
SECTIONS 20 AND 21
(BRUNSV47ICK COUNTY, NC)
The applicant proposes residential development of Sections 20 and 21 of St. James
Plantation. Disturbance will be limited to approximately 19 acres of land situated just
north of the Atlantic Intracoastal Waterway (AIWW) as depicted on the enclosed
"drawings. Project activities include the construction of an approximate 42,300 sf parking
area, 47 single-family residential lots, an approximate 58.500 sf soil pre -loading area
(coinciding with the 15-fl elevation contour), and a diversion berm.
Land disturbance associated with the project will occur predominantly outside of the
Estuarine Shoreline AEC (refer to enclosed plan view drawing). However, the soil pre -
loading area has encroached slightly within the AEC. Approximately 3,000 sf of soil
have been placed within the AEC for pre -loading (i.e. compaction). The soil pre -loading
area is confined to an area behind the diversion berm on the southern portion of the tract.
A silt fence has been installed on the waterward side of the diversion berm to prevent
sediment run-off into the adjacent wetland areas. Any future disturbances within the
AEC will be limited to the, removal of material from the pre -loading area and minor
grading in uplands associated with lot landscaping (activities to be conducted in
accordance with the sediment and erosion control permit issued on August 16, 2001).
off �'T
JL l ! U L �% 2002 D
_U
DIVISION OF
COASTAL I\AANAGEMENT

71 7nP'm -, 71 V E 771\
EL r 7 0 0
i�
DIVISION OF
COASTAL KAAI�AGEIVIENT
St. James Plantation Land Management Group, Inc.
Environmental Consultants
Sections 20 and 21 Wilmington, N.C.
LMG # 02-00-005 1 990A52-0001
S E
Site Vicinity Map
C.'Wrojects\s jamesptantationlgraphicskmaps.cdr

LOCKWOOD FOLLYISOUTHPORT QUADS
-7 ., % 2002 I I
L
wx` 44LLLLLLr
11/!SION OF SCALE 1" = 2000'
CC ^,ST AL MAN Ate' T
uE(VIEfV
St. James Plantation Land Management Group, Inc. ,
Environmental Consultants U•S.G.S.7.5 Topographic
Sections 20 and 21 Wilmington, N.C. Quadrangie
LMG 9 02-00-005 910-452-0001 C.•lomjectsWjamesplantationigraphicsVneps.cdr

St. James Plantation
Sections 20 and 21
LMG # 02-00-005
1 �11r7FW"
f 1�b \ J L'S
1 II f
p YJI L L 2 2002
DIVISION OF
COASTAL MANADENIENT
Land Management Group, inc.
Environmental Consultants
Wilmington, N.C.
910-452-0001
SCALE 1" = 2000'
Brunswick County
Soil Survey Map
C. 4projectststjamesplantation lgraphicsVnans. cdr

DIVISION OF
COASTAL MANAGEMENT
Area of Disturbance within AEC -
approximateiy 3,000 sf (temporary
disturbance associated with pre -loading area)
IIF,'�l0 IV7�''.I� S- ylt i I�t,f'11YIv�lvw v � .
i la
g n 1
I ' V;
1 UL L! 2002 f 1;
Base Drawing by River & Associates, Inc.
SCALE 1" = 60'
St. James Plantation Land Management Group, Inc. Limits of Disturbance
Sections 20 and 21 Environments! Consultants
Wilmington, N.C. within AEC
LMG # 02-00-005 91 a-452-0001 C.WrojectsWiamesplantationlgraphicslmaps.cdr

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�0� N1 A T�9Q
I� r
co
� t LJW' —a
Mr. John Atkinson, Vice President
First St. James, Inc.
PO Box 10879
Southport, NC 28461-0879
Dear Mr. Atkinson:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
May 3, 2002
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010802
St. James Plantation, Sections 20 and 21
Brunswick County
The Wilmington Regional Office received a modification application for the Stormwater Management
Permit for St. James Plantation, Sections 20 and 21 on March 11, 2002. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
Please seal the infiltration calculations.
2. Please provide sufficient proposed elevations for the parking area, to demonstrate that all the
built -upon area will drain into the infiltration area.
3. Please provide the cul-de-sac radius on the plans.
.4. Our records indicate:that a copy of the recorded deed restrictions has not been submitted. The
rules require that a copy of the deed restrictions must be provided, which includes all required
conditions and limitations, prior to issuing a permit. See attached sheet.
5. Please initial page 4 of the application.
�yZL
NCDENH
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Atkinson
May 3, 2002
Stormwater Project No. SW8 010802
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 Tune 3, 2002, 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 143-2I 5.6A.
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,
G'WJ'I�
Linda Lewis
-Environmental Engineer
RSS/arl: S:1WQSISTORMWA'I'\ DDINF0120021010802.MAY
cc: Linda Lewis
Mark BrambelI
Eric Frank, P.E.

RIVERS & ASSMC-RES, INC.
Engineers/Planners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone]
JOB
SHEETNO. / OF -
CALCULATED BY:
DATE
21
CHECKED SY
DATE

2061V4
RIVERS & ASSM."nTES, INC. JOB SHEET NO. OF
Engineers/Planners/Surveyors
107 E. 2nd Street P.O. Box 929 CALCULATED BY DATE ^ -7 - (2
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone] CHECKED BY
DATE
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VI
Rivers
4ASSOCiates,
Ms. Linda Lewis
NCDENR
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Re: St. James Plantation Sections 20 and 21
Southport, Brunswick County, NC
Stormwater Permit #SW8010802
Dear Linda,
0
IL
flAR 1 2002 Engineers
PlannersL) .; Surveyors
March 8,2002-------------------
Per our phone conversation on February 20, 2002, the plans for St. James Plantation
Section 20 have been modified to include Section 21 as shown on Rivers Drawing W-
2558. Please accept the attached package as a modification to Stormwater Permit #
SW8010802. Attached are the following items.
l . 2 copies of Rivers Drawing W-2558
2. 2 copies of the revised application including SWU-101, SWU 103, and SWU-104.
3. 2 copies of the revised Stormwater Management Plan narrative
4. 2 copies of revised calculations.
5. $420 application fee (Rivers Check #74232)
The following revisions have been made to the previously approved plan.
1. Section 21 has been appended to the project.
2. The road alignment and lot layout in Section 20 has changed slightly.
3. The parking area has been reduced.
4. The infiltration basin has been reduced due to the reduction in the parking area.
To date no impervious surfaces have heen constructed on the project_ Please call if you
have any questions.
Sincerely,
River and Associate
Eric J. F nk, PE
Cc: Jay Atkinson, VP, First St. James
Mark Brambell, Construction Manager
107 East Second Street, Greenville, NC 27858 • Post Office Box 929 • Greenville, NC 27835 • (2.52)752-4.135 • FAX [phone]
E-mail: [e-mail]

St. James Plantation Sections 20 and 21
(formerly Section 20)
Stormwater Management Plan Narrative
Revised March, 2002
SEAL
21%4
w
I f� C t�IN
4�RP4"�-8'o Z
.,
' off ♦s.�eAy. F.�.�
This plan is a revised version of the original stormwater management plan for
Section 20 of St. James Plantation, permit no. SW8010802.
Location:
This site is located on Fairwinds Drive just off of St. James Drive in St. James Plantation
in Southport, Brunswick County, North Carolina. The site is adjacent to the Intracoastal
Waterway that is classified as SA waters.
Description:
The site is an area of approximately 28.1+/- acres in size. The site is currently
undeveloped. The site contains some dredge disposal areas with soft, highly organic
soils. Other areas of the site have sandy soils suitable for construction purposes. S&ME
has performed a subsurface investigation of the area. Their findings indicate that the soil
excavated from the pond area will be suitable fill for the lots, provided careful separation
and selection takes place. Please refer to their report for further information regarding
the soils and fill operations. The "Soil Survey of Brunswick County" indicates this area
contains Murville and Tomohawk soils that have a minimum permeability rate of 6 in/hr.
Stormwater Management Practices:
The project area has been divided up into two areas. On the west side of the project there
is a parking area encompassing approximately .95 acres, which has been deemed a pocket
of high density. The second area is the remaining acres of uplands and 2.19 acres of
wetlands within the project boundary.
The runoff from the parking area will be treated in the proposed infiltration basin. The
basin has a bottom area of 8,690 ft2 and is required to treat a volume of 4,410 W of runoff
from the first 1.5" of rainfall. The runoff will receive some pretreatment from the grass
filter between the edge of the parking lot and the basin. The basin has gentle side slopes
(5:1 or less) and is very large and shallow. This will allow for easy maintenance and
rapid infiltration of the runoff, minimizing any problems associated with standing water.
The depth of storage required is 0.4 feet. Any runoff in excess of that associated with the
first 1.5" of runoff bypasses the basin via the spillway into the roadside swale. The
roadside swale shall function as a vegetative filter and is well in excess of the required
50'.
The remaining area is designed to be a low density development. The impervious area
restrictions have been computed excluding the wetlands. The calculations resulted in

allowable impervious surface areas of 7,000 sfllot for lots IA-11A, 5,500 sfllot for lots
12A-14A, and 3,225 sfllot for lots 1-25 in Section 20 and lots 1-22 in Section 21. This
level of lot development in addition to the 0.61 ac of road surface will produce a 24.96%
impervious surface level for the 24.99 acre low density area of the development.

1NA7ch'
co r
4 'C
Mr. John Atkinson, Jr., Vice President
First St. James, Inc.
PO Box 10879
Southport, NC 28461
Dear Mr; Atkinson:
IJlici^,aei F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
December 4, 2001
Subject: Permit No. SW8 010802
St, James Plantation, Section 20
Overall Low Density Subdivision with
A Pocket of High Density Stormwater Project
Brunswick County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for St. James
Plantation, Section 20 on October 10, 2001. 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 010802, dated December 4, 2001, for the construction of the project, St. James
Plantation, Section 20.
This permit shall be effective from the date of issuance until December 4, 2011, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements inthis 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,
Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:IWQSISTORMWATIPERMIT10I0802.DEC
cc: Eric J. Frank, P.E.
Brunswick County Building Inspections
Division of Coastal Management
Linda Lewis
Wilmington Regional Office, Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone]
N]�Eli i
Customer Service
800-623-7748

State Stormwater Management S j stems '
Permit No. SNN18 010802
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
First St. James, Inc.
St. James Plantation, Section 20
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin to treat the runoff from from a pocket of high
density within the overall low density project, in compliance with the provisions of I SA NCAC 2H .l 000 (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 4, 2011 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at 25%, per the requirements
of Section. 1005 of the stormwater rules. A stormwater system has been approved for the the management
of stormwater runoff from.the proposed parking lot, as described on page 3 of this permit.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The low density subdivision is permitted for 37 lots, each allowed a maximum amount of built -upon area
as follows: Lots IA-1 IA @7,000 ft2; 12A-14A @5,500 ftz; and 1-23 @3,550 ft2.
5. The system will contain the 25 year, 24 hour storm event, therefore, a vegetated filter is not required.
2

State Stormwater ManaYcyement Systems
Permit No. SW8 010802
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIN71SION OF WATER QUALITY
PROJECT DATA SHEET
St. James Plantation, Section 20
SW8 010802
Brunswick County
Application Date:
River Basin / Receiving Stream / Index 4
Classification of Water Body:
Design Storm:
Basin Depth, feet:
Bottom Elevation, FMSL:
Drainage Area, acres:
Total, Impervious Surfaces, ft2:
Parking,, ft2
Offsite Area entering Basin, ft2:
Bottom Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Type of Soil:
Expected Infiltration Rate:
Seasonal High Water Table Elevation:
Time to Draw Down:
Mr. John Atkinson, Jr., Vice President
First St. James, Inc.
PO Box 10879
Southport, NC 28461
October 10, 2001
Lumber / ICWW / 15-25
"SA" (within '/z mile)
1.5 inch
1
11
45,302 (Parking Lot only)
37,897 (Parking Lot only).
37,897
none, per Engineer
9,442
4,547
12,755
12
Murville, Tomohawk
6 inches per hour
5 FMSL
2.7 hours
3

State Stormwater Management Systems,
Permit No. SW8 010802
II. SCI#EDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales) shown
on the approved plans.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire lot, including
driveways and sidewalks, does not exceed the allowable built -upon area. Once the lot transfer is complete,
the built -upon area may not be revised without approval from the Division of Water Quality, and
responsibility for meeting the built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Committee (ARC) is required to review plans for compliance with the BUA
limit, the plans reviewed must include sidewalks and driveways. Any approvals given by the ARC do not
relieve the homeowner of the responsibility to maintain compliance with the permitted BUA limit.
4. All. stormwater collection pipes, swales or ditches and all 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.
The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale oftheproject area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. FilIing in, altering, or piping of any vegetative conveyance shown on the approved plan.
b. The Director may determine that other revisions to the project should require a modification to the permit.
7. 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 purnittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
10. 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.
11. Decorative spray fountains will not be allowed in the stormwater treatment system.
12. 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.
19

State Stormwater Management Systems
Permit No. SW8 010802
13. 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.
14. Prior to transfer of the permit, the system must be inspected by DWQ personnel, and determined to be in
compliance with all permit conditions. Any items not in compliance must be repaired or replaced to design
condition prior to the transfer. Records of maintenance activities performed to date will be required.
15. 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 PIan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bottom of the infiltration basin.
g. Access to the system must be available at all times.
16. 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.
17. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area per lot to the
amount as shown on the Project Data Sheet, per Section I, Part 4. The.recorded statements must follow the
form:
a. The maximum built -upon area per lot is as follows: Lots IA- I I A @7,000 ft2; Lots 12A-14A @5,500
'ft2; and Lots 1-23 @3,550 ftz. 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 all parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
b. The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the State.
Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the State.
d. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their
allowable built -upon area due to CAMA regulations.
e. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
f. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters.
g. All roof drains shall terminate at least 30' from the mean high water mark.
5

State Stormwater Management Systems -
Permit No. SW8 010802
18. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling lots. The recorded copy must bear the signature of the Permittee, the
deed book number and page, and stamp/signature of the Register of Deeds.
19. 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.
20. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
21. The only runoff conveyance systems allowed within the low density subdivision will be vegetated
conveyances such as swales with minimum side slopes of 3:1 (H-.V) as defined in the stormwater rules and
approved by the Division.
22. All roof drains must terminate at least 30' from the mean high water mark.
23. No piping shall be allowed within the low density subdivision, except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access to lots.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the event there is a
desire for the facilities to change ownership, or there is a name change of the Permittee, a "Name/Ownership
Change Form" must be submitted to the Division of Water Quality accompanied by appropriate
documentation from the parties involved, including as may be required, but not Iimited to, a deed of trust,
recorded deed restrictions, Designer's Certification and a signed Operation and Maintenance plan, The
project must be in good standing with DWQ. The approval of this request will be considered on its merits
and may or may not be approved.
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.
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.
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.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facilities during normal business hours.
C'l

State Stormwater Management Systems
Permit No. SW8 010802
7. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date of the completion of construction.
Permit issued this the 4th day of December, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, K. D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010802
7

State Stormwater Management Systems '
Permit No. SW8 010802
St. James Plantation, Section 20
Stormwater Permit No. SW8 010802
Brunswick County
Designer's Certification
Page 1 of 2
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
tect)
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
E:3

State Stormwater Management Systems
Permit No. SW8 010802
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
�3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
4. The outleVbypass structure elevations are per the approved plan.
_5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the vegetated
filter.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
9

G}i?FIC W7SEfOIV F.Y�`"' �` �
mot. ,,. � a. .:,� . �•.�
Date Received
Fee Paid
Permit Number
�/
5W20 ' 4
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
First St. .Tames, rn.c.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John Atkinson, Jr., Vice. President
3. Mailing Address for person listed in item 2 above:
PO Box 10879
City: Southport State. NC_ Zip: 28461
Telephone Number: i _910 ) _253,3001..
4.. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
St. James Plantation. Section 20
S. Location of Project (street address):
Fairwinds Drive.
City: Southport County: Brunswick
6. Directions to project (from nearest major intersection):
Turn south off 211 onto St. .Tames Dr. follow fQr al2prx. 4 mil.es
Turn left on Fairwinds Drive
7. Latitude: N33°55.651 Longitude: W7807..16' of project
8. Contact person who can answer questions about the project:
Name: Mark Brambell Telephone Number: ( 9to �) 253'_47. 39
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being sub itted as the result of a renewal or modification to an existing permit, list the
existing permit number1 A
and its issue date (if known)
3. Specify the type of project (check one):
X Low Density X 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.
Low density,, Infiltration basin for high density area
2. Stormwater runoff from this project drains to the
3, Total Project Area: 19.83 acres
5. How many drainage areas does the project have? 2
Cape Fear River basin.
4, Project Built Upon Area: 24. 97 &- 03: 65 io
G. 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.
Low Density Area High Density Area
Basin -Information••?,-
Drainage Areal .'
Receiving Stream Name
IC111
ICi•T
Receiving Stream Class
SA
SA
Drainage Area
17.66 ac 769,269 ftit
1.04 ac 45,302 f t a
Existing Impervious* Area
0
0
Proposed Impervious*Area
4.41 ac 192,17/4' f t
0.87 ac 37897 fta
% Impervious* Area (total)
24.97%
83.65%,
'Impervtous_ Surface.Area
:_ Drainage Area,I , _
Drainage Area 2
On -site- Lots
4.02 ac 175,150 ft4
0
On -site Streets
0.39 ac 17,024 f to
0
On -site Parking
0.87 ac 37,897 ft,�
On -site Sidewalks
0
0
Other on -site
Off -site
0
0
Total: 4.41 ac 192,174 ft2
Total: 37,897 ft
" 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

i N/A
7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any Iot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or sfmilar material but do not include wood
decking or the water surface of swimming pools. '�— &r _ 002C i&7 &d—A
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 from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be per formed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form 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-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form 5WU-101 Version 3.99 Page 3 of 4

..�
f
• �} � R.. i
_ ... ..�_.. _ .. ' � �L � .. _ .. - .. ..
;..
1 , ,
r. - , _.� . . r � i.
� .�
� .
.. ' .._. J.. .

oUL-03-2001 ?TUE I1:24 AM RIVERS & ASSOCIATES FAX NO, H275039i4 p, 04iO4
Yi. SUIIMITTAL REQUIREMENTS
Only complete application packages will be iccepted and reviewed by the DivisicA of Water Quality (DtiVQ).
A complete package Inctudes all of the items listed below, The complete application package should be
submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required informationk by initialing irk the space
provided next to each item.
Inns
Original and one copy of the Stonnwater Management Perrrst Application Form G
• One copy of the applicable Supplement Forr-%(s) for each IiMI'
• hermit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatmentfrnanagement _� - J ( j�kick
• Two copies of plans and specifications, including;
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water iine
- 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 0orinwater con tr(.=1 rneaSti Les
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easem(%.nts, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to a-11001er Individual or Finn so that they may provide information 011 your
behalf, please complete this section.
Designated agent (individual or firrn): Rivers and ; ssoc%ates�Ik
Mailing Address; PO Bey. 929, 1.07 }-ast Second straet
City. Gieenvllle State; r'G zip. ')
Phone: ( 252 J 752-4135
VIII. APPLICANT'S CERTIFICATION
Pax: L__2 5 2
1, (Print or type name of person listed in General Information, ifem 2) w l°hrt A'- cir.son, Jr
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the iequixed deed restrictions
and protective coven:kntS will be recorded, and that the proposed project complies with the requirements of 15A
NCAC M-IrYY).
Signature.-
Form S W U• 10 l Version 3.99 Page 4 or 4
Date.,- L01-

Permit No. SW801.0802
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an origin!
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name :
Contact Person:
St. JAmes-Plantation Section 20'
Mark Brambell .
This worksheet applies to: Basin No.
1
(as identified on plans)
Phone Number: ( 910,)..253r4.7-39' -
in Drainage Area 2 .
(frorn Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Murville
6 in/hr or cf/hr/sf (circle appropriate units)
5 fmsl (Seasonal High Water Table elevation)
1.5 inch (1.5 inch event for SA waters, 1 inch event for others)
4,674. c.f.
0.1 days
Irregular- ft. x
5 ,102 c.f.
11.0
fmsl
11.4
fmst
12.0
fmsl
ft. = 9,442 sq. ft. (bottom dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3

17I. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: IS A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach ,justification if a requirement has not been met.
Applicants Initials
a.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
b.
System is located at least 100 feet from water supply wells.
c.
Bottom of system is at least 2 feet above the seasonal high water table.
d.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e.
System is not sited on or in fill material or DWQ approval has been obtained.
f.
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g.
Drainage area for the device is less than 5 acres.
h.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and-sei-ls-report is
i.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall 1.5 inch vent for
areas draining to SA waters ). Design volume and infiltration calculations attac ee
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
7' k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
I. A pretreatment device such as a catch basin, grease trap, filter strip, grassed Swale or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
P. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
1=orm SWU-l03 Rev 3.99 Pagc 2 of 3

OCT-05-2001 FRI 03'--IF,PM RIVERS 1 ASSOCIATES FAX NO, 2527523914
P. 02
IV. IN>F'ILTRATION BASIN OPERATION AND MAINU.'NANCE AGREEMENT
1. After every runoff pmciucing rainfall eycnt and at least monthly inspect the infiltration sy�tetil for r.•o,;ion,
trash accumulation, vegetative cover, and general Condition,
2. Repair eroded areas immediately, re -seed -.s nc;mc nary to rnaintaili adrgoate vegcwtive cover, 1111)w
vcgc:tiit,-d cover to malt?Inin a rnoximum 1xi;ht of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures tar dockage and deteriorntion Remove any b11oc.ka3c and repair 1l e stmclm-c to approved design
Specifications.
4. Remove accumulated sediment from thts pmtreattment system and infiltration basin annually or what depth
iri tho pretrcntmeni unit is rt:duccd to 75% o` the. original design clepth. 'The. system shall be restorcd to the
original design depth without over -excavating. Over -excavating may cause the rLquircd water LLIAC
separation to be reduced and may compromis:: the ability of the, syMni to perforw, as designed. Rcmnvcd
sediment shalt be disposed of in ,in appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwawr treatment diavice or stream, et.c.).
A hettchmark ;hall bo emablished in the pretreatment unit. The benchmark will document the oriGinc`.l
design depth so that accurile sediment accumulation rmadings cats be taken. The rneasuring device used to
determine• the clepth at the benchmark shall be such that it will give an .ccuratz depth reading and nat
readily pen,tratc into accumulated sedinients.
When the design depth reads __ _ feet in the pretreatment unit, the sediment shall be
removed from Lath the pretreatment unit and the infiltration basin.
5. If the; Division determint:.s that the sy 1cm is failing, the, system will immediately be repaired to original
design specifications. if the system cannot be repaired to perfo.•m its design fGnction, other storjnWater
control devices as allowed by NCAC'M .1000 must be designed, approved and constructed.
1. arknrnvl: dgr and agree by my signature below that lam rc.3ponsiblc for the perforniance. of the jive
maintenance flroCeclure5 listed above. I agree to notify DWQ of any problems with tlic system or prior to Inv
c•hs!igcs to tac system or responsible party.
Prise Name and Title:
John tkinson Jr., Vice ?re.sidont, First Sty Tames, 111c,
Address: '0 Box 10379
11hotic: 91077.5 3-3t;0'' Date: 1015 /c 1
Signature:
Note: 7'lu< iegntsar{r' slzmeUnw b: a heincorc.+rcrs assoc rnrinrr a-rdesr more than ref the lots have been rnG1 road a
reeizimt of tha ,mbdivisbm 1vo been named rl!,+ prtsidenf,
1LO tfs_, a Nritory Public for Ow 5tAc of NQl'1'I•. �rt ihCo, County of
G k._. do hereby eenifr drat A.AA; perFinally appeared before me t!i'is _s!-
dzy 0mj2-9 A k* V— _, �,��, and llcknowleogg the tare ex; :nulls of the forgoing iW51tration basin maiartcn,rncc requircmc.iiis.
Witness my hind and oFlio;!l sent,, Q ,At
5E.14.
r
f
My comrrriS5irrn expires 51!4t" .G�r'"t—D �Q -T
i
Furm *VU• 101- Rc.v 3,99 Page : of 3

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Permit No. 5W Y 61y 9U Z
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name St. .Tames Plantation -- Section 20
Contact Person: Mark Brambell Phone Number: {9Y.0 253-4739
Number of Lots: 37 Allowable Built Upon Area Per Lot*:
See'.Atta.chment A
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99
Page 1 of 2

�UL-03-2001 TU1R l l , lG All R!"iRRS I ASSOCIATES
FAX NO. H27523974
P. OF
CaICUliit1011:
(SA x I)> - A - nA = BUA
No, Lets Lot
N/A -- 'Not Uniforin- Lot Sizes 4
i
1 I Ivf s oa'
Z 3 s N S(0
Ili. REQUIRED ITEMS CHECKLIST
Initial in th- space provided to indicate that the following rega4trrwnts 110k:, Been met and supporting
documentation is provided n; 11ccessary- If the nppl cant has designated an aged: rxt the. Sturmwater
Management Permit Application Form, the agent may initial below.
Appl' . Ic�itials
a. A 30 foot vegctptive huffer is pruvidecl adjacent to slarfacc wams, Projects in the Neuse
River basin may require additional buffers.
h. Deed restriction language as required on form SWU-1.01 shall be recorded as a restrictive
covenant. A copy of the recorded document shall lsc provided to U WQ within 30 days of
plattistg avd prior to sale: of any lots.
e. Built upon area calculations are provided for the overall pruject and all lots.
d. Project conforms to low density requirements within the OP.W AEC (if applicable).
I i 7A NCAC 2H , t ()()7(2)(b))
l4:rm SWU•104 Rev 3.99 pigs 2 ci 2

ATFAe_tfMe-A1T All
IMPERVIOUS SURFACES:
TOTAL PROJECT AREA = 19.83 ac.
WETLANDS = 1.13 ac.
HIGH DENSITY AREA = 1.04 cc.
LOW DENSITY AREA = 17.66 ac.
NOTE: THE PARKING AREA IN THE NORTH—
WEST CORNER OF THE DEVELOPMENT IS
CONSIDERED A HIGH DENSITY POCKET WITH
THE RUNOFF BEING TREATED BY THE
INFILTRATION BASIN. IT IS THEREFORE
SUBTRACTED FROM THE PROJECT AREA FOR
THE PURPOSES OF COMPUTING THE LOW
DENSITY IMPERVIOUS RATIO. THE WETLANDS
HAVE ALSO BEEN SUBTRACTED FOR THESE
COMPUTATIONS AT THE REQUEST OF THE
NCDENR.
LOTS 1 A--11 A
11 LOTS © 7000
sf/lot
= 1.77 cc.
LOTS 12A-14A
3 LOTS © 5500
sf/lot
= 0.38 cc.
SECTION 20 (LOTS
1-23)
23 LOTS @ 3,550
sf/lot
= 1.87 ac.
ROADS
= 0.39 ac.
TOTAL
= 4.41 ac.
TOTAL IMPERVIOUS AREA = 4.41 cc.
LOW DENSITY AREA = 17.66 ac.
IMPERVIOUS AREA
LOW DENSITY AREA (100) _
4.41 ac.
17.66 cc.
(100) = 24.97%

State Stormwater Management Systems
Permit No. SWS 010802
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
First St. James, Inc.
St. James Plantation, Section 20
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin to treat the runoff from from a pocket of high
density within the overall low density project, in compliance with the provisions of 15A NCAC 21-1.1000 (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 4, 2011 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at 25%, per the requirements
of Section. 1005 of the stormwater rules. A stormwater system has been approved for the the management
of stormwater runoff from the proposed parking lot, as described on page 3 of this permit.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The low density subdivision is permitted for 37 lots, each allowed a maximum amount of built -upon area
as follows: Lots IA-11A @7,000 ft2; 12A-14A @5,500 ft2; and 1-23 @3,550 ft2.
5. The system will contain the 25 year, 24 hour storm event, therefore, a vegetated filter is not required.
2

State Stormwater Management Systems
Permit No. SW8 010802
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: St. James Plantation, Section 20
Permit Number: SW8 010802
Location: Brunswick County
Applicant: Mr. John Atkinson, Jr., Vice President
Mailing Address: )First St. James, Inc.
PO Box 10879
Southport, NC 28461
Application Date: October 10, 2001
River Basin 1 Receiving Stream 1 Index 4: Lumber 1 ICWW / 15-25
Classification of Water Body: "SA" (within '/2 mile)
Design Storm: 1.5 inch
Basin Depth feet: 1
D
Bottom Elevation, FMSL:
11
Drainage Area, acres:
45,302 (Parking Lot only)
Total Impervious Surfaces, W:
37,897 (Parking Lot only)
Parking, ft2
37,897
Offsite Area entering Basin, ft2:.
none, per Engineer
Bottom Surface Area, ft2:
9,442
Required Storage Volume, ft3:
4,547
Provided Storage Volume, ft3:
12,755
Temporary Storage Elevation, FMSL:
12
"Type of Soil:
Murville, Tomohawk
Expected Infiltration Rate:
6 inches per hour
Seasonal High Water Table Elevation:
5 FMSL
Time to Draw Down:
2.7 hours
3

State Stormwater Management Systems
Permit No. SW8 010802
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales) shown
on the approved plans.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire lot, including
driveways and sidewalks, does not exceed the allowable built -upon area. Once the lot transfer is complete,
the built -upon area may not be revised without approval from the Division of Water Quality, and
responsibility for meeting the built -upon area limit is transferred to the individual property owner.
If an Architectural Review Committee (ARC) is required to review plans for compliance with the BUA
limit, the plans reviewed must include sidewalks and driveways. Any approvals given by the ARC do not
relieve the homeowner of the responsibility to maintain compliance with the permitted BUA limit.
4. All stormwater collection pipes, swales or ditches and all 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.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
6. The Director may determine that other revisions to the project should require a modification to the permit.
7. 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.
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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
10. 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.
11. Decorative spray fountains will not be allowed in the stormwater treatment system.
12. 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.
4

State Stormwater Management Systems
Permit No. SW8 010802
13. 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.
14. Prior to transfer of the permit, the system must be inspected by DWQ personnel, and determined to be in
compliance with all permit conditions. Any items not in compliance must be repaired or replaced to design
condition prior to the transfer. Records of maintenance activities performed to date will be required.
15. 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bottom of the infiltration basin.
g. Access to the system must be available at all times.
16. 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.
17. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area per lot to the
amount as shown on the Project Data Sheet, per Section I, Part 4. The recorded statements must follow the
form:
The maximum built -upon area per lot is as follows: Lots l A-11 A @7,000 ft2; Lots 12A-I 4A @5,500
ft2; and Lots 1-23 @3,550 ftz. 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 all parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
b. The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the State.
C. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the State.
d. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their
allowable built -upon area due to CAMA regulations.
e. Pilling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
f. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters.
g. All roof drains shall terminate at least 30' from the mean high water mark.
5
t;

State Stormwater Management Systems
Permit No. S W8 010802
18. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling lots. The recorded copy must bear the signature of the Permittec; the
deed book number and page, and stamp/signature of the Register of Deeds.
19. This permit shall become v6idable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
20. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
21. The only runoff conveyance systems allowed within the low density subdivision will be vegetated
conveyances such as swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and
approved by the Division.
22. All roof drains must terminate at least 30' from the mean high water mark.
23. No piping shall be allowed within the low density subdivision, except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access to lots.
III. GENERAL CONDITIONS,
1. This permit is not transferable except after notice to and approval by the Director. In the event there is a
desire for the facilities to change ownership, or there is a name change of the Permittee, a "Name/Ownership
Change Form" must be submitted to the Division of Water Quality accompanied by appropriate
documentation from the parties involved, including as may be required, but not limited to, a deed of trust,
recorded deed restrictions, Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be considered on its merits
and may or may not be approved.
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.
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 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.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facilities during normal business hours.

State Stormwater Management Systems
Permit No. SW8 010802
The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date of the completion of construction.
Permit issued this the 4th day of December, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
' Gregory J. Thorpe, Ph. L'.; Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010802
7

RECEIVED
OCT 10 2001 St. James Plantation Section 20
Stormwater Management Plan Narrative
DWQ October, 2001
PROD #
Location:
This site is located on Fairwinds Drive just off of St. James Drive in St. James Plantation
in Southport, Brunswick County, North Carolina. The site is adjacent to the Intracoastal
Waterway that is classified as SA waters.
Description:
The site is an area of approximately 19.4+1- acres in size. The site is currently
undeveloped. The site contains some dredge disposal areas with soft, highly organic
soils. Other areas of the site have sandy soils suitable for construction purposes. S&ME
has performed a subsurface investigation of the area. Their findings indicate that the soil
excavated from the pond area will be suitable fill for the lots, provided careful separation
and selection takes place. Please refer to their report for further infonnation regarding
the soils and fill operations. The "Soil Survey of Brunswick County" indicates this area
contains Murville and Tomohawk soils that have a minimum permeability rate of 6 in/hr.
Stormwater Management Practices:
The project area has been divided up into two areas. On the west side of the project there
is a parking area encompassing approximately 1.04 acres, which has been deemed a
pocket of high density. The second area is the remaining 17.66 acres of uplands and 1.13
acres of wetlands within the project boundary.
The runoff from the parking area will be treated in the proposed infiltration basin. The
basin has a bottom area of 9,442 ft2 and is required to treat a volume of 4,674 ft3 of runoff
from the first 1.5" of rainfall. The runoff will receive some pretreatment from the grass
filter between the edge of the parking lot and the basin. The basin has gentle side slopes
(5:1 or less) and is very large and shallow. This will allow for easy maintenance and
rapid infiltration of the runoff, minimizing any problems associated with standing water.
The depth of storage required is 0.4 feet. Any runoff in excess of that associated with the
first 1.5" of runoff bypasses the basin via the spillway into the roadside swale. The
roadside swale shall function as a vegetative filter and is well in excess of the required
50'.
The remaining area is designed to be a low density development. The impervious area
restrictions have been computed excluding the wetlands. The calculations resulted in
allowable impervious surface areas of 7,000 sf/lot for lots 1 A-11 A, 5,500 sfllot for lots
12A-14A, and 3,550 sfllot for lots 1-23. This level of lot development in addition to the
17,024 ft2 of road surface will produce a 24.97% impervious surface level for the 17.66
acre low density area of the development.
-0 1

` JOB ef�4ML S S,�G/ /DA/ ! �J
RIVERS & ASSOCIATES, INC.
Engineers/Planners/Surveyors SHEET NO, l OF
107 E. 2nd Street P.O. Box 929 CALCULATED BY DATE Q d
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone] CHECKED BY DATE
M WWT 204 1 iSinpie Sheets) 205 1 paaM4

RIVERS & ASSOCIATES, INC.
Engineers/Pla n ners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
PROUL'CT204-I(Ski SWK)2054 IPddMI
roe �Arn�S 54� EA:2v ZU
SHEET NO.
CALCULATED BY
OF
Z-
DATE ^L/Q 7! O

RIVERS & ASSOCIATES, INC.
Engineers/Plan ners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone]
JOB <T, J- FAQ S 6--Z4_1u7A1-10r1J — F`c_ 26
SHEET NO.
OF
CALCULATED BY
PATE
CHECKED BY
DATE
oral F
�UDUCT204 1 5mg*Sheelsj 205 11PaddMtl

to t a
a
a 9A 6� 7A SA
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14A oA 12A 11A 10A 4A
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1,5 18 17 18 19 2021 22 23
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6

= &-Associate
Inc. I
t
TO: OCT 12 2001
NCDENR
Water Quality -------------
127 Cardinal Drive
Wilmington, North Carolina 28405-3845
GENTLEMEN:
WE ARE SENDING YOU
( ] Shop Drawings
[ ] Copy of letter
Engineers / Planners / Surveyors - Greenville, North Carolina
LETTER OF TRANSMITTAL
IDate Job No.
(October 10, 2001
IATTFNTION:
IMs. Linda Lewis
ISUBJECT:
St. Jaynes Plantation - Section 20
St. James Plantation
Southport, Brunswick County, North Carolina
[X] Attached [ ] Under separate cover via
] Prints [ ] Plans ] ] Samples
[ ] Change ordcr [ ] Other
US Mail the following items:
[ ] Specifications
COPIES
DATE ,
No.
DESCRIPTION
1
Original Signature - Operation and Maintenance
Agreement
THESE ARETRANSM ITrED as checked below:
[X J Far approval
[ ] For your use
[ ] As requested
[ ] For review and comment
REMARKS
[ J Approved
[ ] Approved as noted
[ ] Disapproved
[ ] Other
[ ] Resubmit copies for approval
[ ] Submit copies for distribution
[ ] Return corrected prints
Please attach this to Project No. SW8 010802, St. James Plantation Section 20,
.5
1
With best regards,
Jay Atkinson
COPY TO Mark Brambell SIGNED:
If enclosures are not as noted, kindle notify us nt once Eric Frank, V355
107 Fast Second Street * Post Office Box 929 Greenville, North Carolina 27835 * (919) 752-FAX[phone]
8410 Falls of Ncuse Road, Suite 1) * Raleigh, North Carolina 27615 * [phone] * FAX [phone]

C7"V
I

R&Vers
Associates,
Ms. Linda Lewis
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina
Re: St. James Plantation, Section 20
Stormwater Project No. SW8 010802
Brunswick County
Dear Ms. Lewis,
October 9, 2001
RECEIVED
OCT 10 2001
DW@
PRo3 # W oIU�UZ
This letter is in response to your letter to John Atkinson, Jr. dated September 6, 2001.
Thank you for reviewing our Stormwater Management Plan. In that letter you requested
additional information. Your review comments have been addressed as follows.
The plans were revised to include an infiltration basin to treat the first 1.5" of rain for
the parking area. Calculations, a narrative, and an Infiltration Basin Supplement with
a maintenance agreement are attached.
2. The nearest intersection of two major roads was added to the vicinity map.
3. The application has been revised to show the built -upon area in square feet rather than
acres. The revised application is attached.
4. The density calculations have been revised to exclude the wetlands, although
approximately hal f of the area of the lots on that side of the road sheet flows through
the wetlands. In the past, the criterion for excluding a wetland area was that the
development did not drain through it. The development is receiving a water quality
benefit from the wetlands and therefor the area should be considered for use in the
impervious area calculations. In addition, The wetlands are not forcing an area of
high density. If that area were uplands, it is still unlikely that anyone would build in
that area anyway due to setbacks.
The low density area, excluding the wetlands, was divided into two sections, one
including the lots along St. James Drive and one including the lots along the proposed
Seafield Drive. Calculations are attached that show these two areas, taken
individually, will meet the low density standard of 25% impervious area.
6. The cul-de-sac radius has been added to the plans.
Engineers
Planners
Surveyors
107 East Second Street, Greenville. NC 27858 • Post Office Box 929 • Greenville, NC 27835 • [phone] • FAX [phone]
1:-mail: rivers@riversruidasso ciates.coin

Ri ers
v Engineers I Planners I Surveyors e Greenville. North Carolina
'71,AAssociates,
/1� Inc.
7. The impervious area for the road has been changed to 0.39 acres.
8. The parking lot has been dimensioned,
f you have any questions, or require any further information, please call.
Sincerely,
Rivers and Associates, Inc.
Eric Frank, PE
Cc: John Atkinson, Jr.
Mark Brambell

m

OCT-05-2001 FRI 03:17 PH RIVERS & ASSOCIATES FAX NO. 2527523974
Rivers
¢ ��ssociates,
DATE:
TO, NAME:
s,
S
FAX NO. [phone]
FACSIMILE SHEET
P, 01/01
Engineers
Planners
Surveyors
TEV E SENT: 20_Z'PA_
COMPANY. 1 12
PAX NUMBER: w o Q l -2
FROM: c,u� i.J SU)3JF,C T:------------
J i . ,tn s-s G rr} r r r, A% r� C• r� r.+ �J
The following items are being faxed. Number of pages including transmittal sheet:
For Your Comments/Approval
Per Our Conversation
Please Advise
Would Like To Discuss
HARD COPY SENT:
US Regular Mail
UPS Overnight
Federal Express
For Your Laformatiou
Per Your Request
Please Call
Please Handle
Hmd Delivery
US Certified
No Hard Copy Sent
Other
MAKE SUGGESTIONS ON COPY AND RETURNS
REMARKS
Tv.g r= � Z ?C)C) 7`?
IF YOU. VE ANY QUESTIONS OR PRO13LEMS WITH THIS TRANSMISSION, PLEASE CONTACT
ii�' �2 1 jC� _ _ --AT [phone],
"CONFIDENTIALITY NOTICE"
This erar=iss'ion Is intended only for the use of the individual or entity to which it is addressed and may contain Wormadon that is privileged sad
confidential. If the reader of this message is not the intended recipient, you axe hereby notified that my disclosure, disoibution or copying of this
birurrnz ion is strictly prohibited. If you have reccivcd Chit lraminission in error, please notify us iTnrnediately by telephone and retum the faxed
documents to us at the about: address via the United Sates Pcscil Service, PAGenoffTAX
0
1,07 Fast Second Street - Post Office Box 929 • Greenville, North Carolina 27835 4- [phone] • FAX (252)7$2-3973
E-mail; rivers ftreenvillene.corn

FILE MODE
810 -MEMORY TX
P. 1
} COMMUNICATION RESULT REPORT ( SEP.17.2001 12:38PM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
-------------------------------C ----------------------------`•-----------
8-2527523974 OK P. 1/1
-----------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
Date: September 17, 2001
To: Eric Frank, P.E.
Company: Rivers and Associates
FAX #: [phone]
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Qepartment of Environment and Natural Resources
FAX COVER SHEET
DWQ Stormwater Project Number: SWS 010802
Project Name: St. ,Tames Plantation, Section 20
MESSAGE:
Dear Eric:
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1
From: Linda Lewis Aou�
Water Quality Section - Stormwater
FAX # 910-350,2004
Phone # [phone]
I have forwarded your question to Raleigh, concerning the use of an underdrain in a bio-retention system within I /2
mile of SA waters. My main problem is that the rules for development within 1/2 mile of SA waters do not allow

iL
W A rF9.p
O Mal
C
a
Date: September 17, 2001
To: Eric Frank, P.E.
Company: Rivers and Associates
FAX #: [phone]
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
DWQ Stormwatcr Project Number: SW8 010802
Project Name: St —lames Plantation, Section 20
MESSAGE:
Dear Eric:
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
1 have forwarded your question to Raleigh, concerning the use of an underdrain in a bio-retention system within 1 /2
mile of SA waters. My main problem is that the rules for development within 1/2 mile of SA waters do not allow
for the discharge of any portion of the l .5" design storm. With an underdrain, the design storm will be collected,
treated and discharged.
At this time, the use of an underdrain will not be allowed. You are of course free to design a bio-retention system
in accordance with the April 1999 BMP manual. Bio-retention designed in accordance with the manual is considered
a non -discharging system, suitable for use within SA watersheds.
S:IWQSISTORM WATIADDINF01010802-2. SEP
RMENOR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Re: Bioretention
!Ci
Subject: Re: Bioretention +
Date: Thu, 13 Sep 2001 13:23:25 -0400
From: Darren England <[e-mail]> LJ"7
To: Linda Lewis <Linda.Lewis a ncmail.net> �i 2
C
Linda:
My immediate response is that it doesn't meet the intent of the rules, but
BB should be consulted on this one. He's out the rest of today and I'm gone
until next wednesday. 1f you need a answer sooner, use your best judgment.
-dme
P.S. - Do they want to direct discharge or can the water be sheet flowed
through vegetative filter?
Linda Lewis wrote:
> Dear Darren:
> I've got a request from someone to do bioretention within 112 mile of SA
> waters. Since bioretention is an offline system, it meets the criteria
> for no discharge in response to the design storm. The problem is, he
> wants to add a perforated pipe underdrain and discharge that to SA
> waters. Is this within the intent of the rules? I agree with bypassing
> and discharging the excess design storm, but am concerned about
> discharging the 1.5" storm after it has gone through the bio-retention
> area.
> Linda
Darren M. England
Environmental Engineer
N.C. Department of Environment and Natural. Resources
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
E-mail: [e-mail]
Phone: [phone], Ext. 545
Web Site: http://h2o.enr.state.nc.us/su/stormwater.html
Why don't you ever see the headline "Psychic Wins Lottery!"?
1 of 1 9/13/2001 3:38 PM

O�
C9
Mr. John Atkinson, Jr., Vice President
First Saint James, Inc.
PO Box 10879
Southport, NC 28461
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 6, 2001
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stortnwater Project No. SW8 010802
St. James Plantation Section 20
Brunswick County
Dear Mr. Atkinson:
The Wilmington Regional Office received a Stormwater Management Permit Application for St. James
Plantation Section 20 on July I1, 2001. A preliminary review of that information has determined that the,.
application is not complete. The following information is needed'to continue the stormwater review:
The parking lot has created a pocket of high density. Please provide infiltration for the runoff from
the first 1.5" of rain. The existing pond cannot be used for treatment since wet detention is not an
option within 1/2 mile of SA waters.
2. Please add the nearest intersection of two major roads to the vicinity map. A major road is any three -
digit or lower NC highway, any US highway, or interstate.
Please report all built -upon areas in square feet on the application.
4. The wetlands are all clustered to one side of the low density project, creating another pocket of high
density. Please leave the wetlands area out of the density calculation and recalculate. Additionally,
all the homes on lots I-14 will not be able to build beyond the drop-off, creating a pocket of even
higher density.
After the corrections, please demonstrate that, taken individually, the site areas for Lots 1-23 and
Lots I A - 14A are each sufficient to maintain low density.
6. Please add the cul-de-sac radius to the plan.
Please check the street calculation again. I am coming up with a total of 17,024 ft-, or 0.39 acres,
based on a 35' cul-de-sac radius.
Please dimension the parking lot.
fi*4
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Atkinson
September 6.2001
Stormwater Project No. SW8 010802
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 6, 2001, 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]. ,i _
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINFO1010802.SEP
cc: Linda Lewis
Eric Frank, P.E.

;«?FICD.i35R>ONy
:.
Date Keceived Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
First St.. ,Tames, Inc.,
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John Atkinson, Jr., Vice-president
3. Mailing Address for person listed in item 2 above:
PO Box 10879
City: Southport T _ _ State: NC Zip: 28461
Telephone Number: 910 253--3001.
4.. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
St. ,Tames Plantatioa Section 20
5. Location of Project (street address):
Fairwinds Drive
City: Southport County: Brunswick
6. Directions to project (from nearest major intersection):
Turn south off 211 onto St. James Dr. follow for_apprx. 4 mikes
Turn left on Fairwinds Drive
7. Latitude: N33 ° 5 5.65'
Longitude: W78 ° 7 ,1.6'
of project
8. Contact person who can answer questions about the project:
Name: Mark Brambell. Telephone Number: ( 910 ) 253'_47.39
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99
Pate 1 of 4

2. If this application is being subn-dtted as the result of a renewal or modification to an existing permit, List the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control _404/401 Permit ^NPDES Stormwater
Information on required -state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
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.
Low density
2. Stormwater runoff from this project drains to the Cap e Fear.- River basin.
3. Total Project Area: 19.83 acres
S. How many drainage areas does the project have? 1
4. Project Built Upon Area: 24,96 %
6. Complete the following information for each drainage area.I 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.
,IIE t?E7raittageAzFg
.,.,!sx>?'.`
lxaiaffeAeaZ-�,>
..ar . R7l..aoxn cxaczx`a, u:„
Receiving Stream Name
ITW
Receiving Stream Class
SA .
Drainage Area
19.83 ac
ExistinE Impervious* Area
0
Proposed Irn envious*Area
4.95 ac
% Impervious* Area (total)
24.96 %
s'r-r „zi$5
S�faceArearage�xea1�
N
L7" "xsn'-r:.zru v a�.
.�
-: x�. w��e -r
�rauig A�cea�;
.
On --site gs Lof5
--e- 3, Z 16(310 a Z_
On -site Streets
0.36 ac
On -site Parking
0.87 ac
On -site Sidewalks
0 ac
Other on -site
Off -site
0
Total: 4.95
Total:
* Impervious area is defined as the built upon area including, but not timited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

I

Date Received
Fee Paid
Permit Number
! `.-0
�L V1 r / 7
O O
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This farm 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):
First St. James, Inc.,
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John Atkinson,. Jr., Vice -President
3. Mailing Address for person listed in item 2 above:
PO Box 10879
City: Southport State: NC Zip: 28461
Telephone Number: ( 910 } 253,^3001.
4.. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
St. .lames Plantation Section 20
5. Location of Project (street address):
Fairwinds
City:_ Southport County: Brunswick
6. Directions to project (from nearest major intersection):
Turn south off 21.1 onto St. .Tames Dr. follow for annrx. 4 miles
Turn left on Fairwinds Drive
7. Latitude: N33055.65' Longitude: W78a7, 1,6 ` of project
8. Contact person who can answer questions about the project:
Name: Mark Brambell. Telephone Number:.( 910- } 253-47.39
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
x New Renewal Modification
Form SWU-101 Version 3.99
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major, X Sedimentation/Erosion Control _404/401 Permit ^NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
L'I. PROJECT INFORMATION
1. In the space provided below, summarize how storinwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Low density
2. Stormwater runoff from this project drains to the Cape Fear- River basin.
3. Total Project Area: 19.83 acres
5. How many drainage areas does the project have? 1
4. Project Built Upon Area: 24,96 %
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.
9e.s.zo ^'�?`yy.
tlsii�f'tror
'%'
£3. •�#S 1 ry. +6;
°,n i�raurage�al}
Y?,'uP. J, ..mats. cmf•.$� aewx: ..='lt�, 'Y'
My k.Y. Y�^'fic .A„� __;
}�I]xainageArea2:
.,cca'.•• "naf;xAevc. m'Ps.r"aaka.i�.i.
Receiving Stream Name
I �d
Receiving Stream Class
SA
Drainage Area
19.83 ac
Existing impervious* Area
0
Pro osed Im ervious*Area
4.95 ac.
% Im ervious* Area (total)
24.96
. �..
_ >� y�t�
r ea 1'
) anag,.
airoArea��2,
T vg
On -sites
l0 i J/0
On -site Streets
0.36 ac-
On-site Parking
0.87 ac
On -site Sidewalks
0 ac
Other on -site
_3..72--ae:-
Off-site
0
Total: 4.95
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, pur"kinrg areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99
Page 2 of 4

7. How was the off -site impervious area listed above derived? NSA
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.
I. 7lte following• covenants are intended to ensure ongoing compliance with state stormwater management permit•
number- as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 'square feet.of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools. -4-(S2cz 2- f. 2[l'1!-m ei-t-A
3. Swaies 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 from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
= persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and, General Permits Unit at [phone] for the
status and availability -of these forms.
Form 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-107
Underground lnfiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-10I Version 3.99 Page 3 of 4

17UL-03-2001 i UE 11. 24 All RAEP,S & FSSOC IATES :::fiX NO, 2127523974 °, t74i 0)4
Vt. SUBMITTAL REQL'IRENIENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality MINQi,
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initi
• Original and one copy of the Storrnwater Management Permit Application corm e�.
• One copy of the applicable Supplement Form(s) for each BM?
• Permit application processing fee -of $420 (payabie to NCDENR) 41 --
• Detailed narrative description of stormwater treatment/rnanagetnertt
• Two copias of plans.and specifications, including:
—Development/Project name
- Engineer and firm
- Legend -
North arrow
Scale
- Revision number & date
Olean high water line
- D mensioncd property/project boundary
Location map with named streets or NCSR numbers
-Urigina] contaucs, proposed contours, spot elevations, finished floor elevations
- Dctails of roads, drainage features, collect -on 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)
VIL 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): Rivers and Associates, it,
Mailing Address: PO Bcy 929, 1.07 East 5ecoid 5trcet
City: Creeriv�ile State, P1C.
Phone: { 252 ) i52-4i35 pax: ( 252
V1II. A.PPLICANrS CERTIFICATION
1, (print or type name of person listed in General Ittrormaiion, item 2) _ .lonn ktkir san, Jr,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with cite approved plans, that die fequired deed mitrictions
and protective.coveriza nts will be recorded, and that the proposed project complies with the requirements of 15A
UCAt 7H I(M.
Signature:
Form S WU-10 i Version 3.99 . Page 4 of 4

Permit No. S trj Y G 10 ZO Z
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources.
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
=.LO- W DENSITY SUPPLEMENT
This form -may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete storm -water
collection system as defined by 15A NCAC-2H .1002(18). Low density requirements and density factors can be
found in 15A.NCAC-2H .1005 through .1007.
L PROJECT INFORMATION
Project Name:
Contact Person:
St. James Plantation -- Section 20
Mark Brambell.
Phone Number: (910. 1) 253--4.739
Number of Lots: 37 Allowable Built Upon Area Per Lot*: See -.Attachment A
*If lot sizes are not uniform, attach a table -indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
.�X111. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA 'Other Area -.the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces Iocated between the front lot line and the edge of pavement.
Form 5WU-104 Rev 3.99 Page 1 of 2

AL-03-2001 TUE I l I AN 91VEpu I PSSOCIA` ES FAX NO. 2F2'523`?r4- P. OE
lSA x R - R& - 0A. = BUA
No, Lets Lot
alculatiorl:
:d/A �- Not "nifcrir. Lot Sizes
2
1,7&-7
3 7 q
3.7r4-
111. REQUllMED ITEMS CHECKLIST
Initial in tho space provided to indicate that the Mlowirg requirerrtcnts have been r.^.et and supporting
documentation is provided as necessary. If the applicant has designated an ages: nn the Storntwater
Mana;ernent Permit Application Form, the agent inay initial below.
Appli . Initials
a. A 30 fuet vegetative buffer is provided adjacent to ,arf acc Walcrs. Projects in the Ncuse
River basin may require additional buffets.
h, Deed restriction language as requirrd on form SWU-101 small be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 day: of
plauixtg and prior to salo. of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforns to low density requirements within the ORW AFC of applicah1c.)
[ 15A NCAC 2H . I007(2)(b)]
Vrr2 .iWU-10-5 Rcv 3.99 ?3gc 2 cf .

Entity Names
hctp://www.secretary.state.nc.us/Corporations/Corp.asp?4682696.
DEPARTMENT OF THE SECRETARY OF STATE
Date: 9/6/2001
Document Filings
Corporation Names
Name
Name Type
FIRST ST. JAMES, INC.
Legal NC
HOMER E. WRIGHT, JR., INC.
Prev Legal NC
Business Corporation Information
SOSID: 0165039
Status: Current -Active Name
Date Formed: 2/20/1984
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Principal Office
Agent Name: HOPKINS, MARTHA W.
Address:
Registered Office 222 East Meadow Rd.
Principal Mailing
Address: Eden NC 27288
Address:
Registered Mailing PO Box 610
Address: Eden NC 27289
No Address Listed
3779 Members Club Blvd
Southport NC 28461-0000
i of 1 9/6/2001 2:56 PM

Attachment A
Impervious Surface Calculations
St. James Plantation - Section 20
First St. James, Inc.
Southport, Brunswick County, North Carolina
IMPERVIOUS SURFACES:
LOTS 1A-11A
11 LOTS ® 7000 sf/lot = 1.77 cc.
LOTS 12A-14A
3 LOTS ® 5500 sf/lot = 0.38 cc.
SECTION 20 (LOTS 1-23)
23 LOTS ® 2970 sf/lot = 1.57 cc.
ROADS = 0.36 cc.
PARKING = 0.87 cc
TOTAL = 4.95 cc.
TOTAL IMPERVIOUS AREA = 4.95 cc.
TOTAL PROJECT AREA = 19.83 cc.
IMPERVIOUS AREA (100) = %
TOTAL AREA
5.07 cc. (100) = 24.96%
19.83 cc.
By: EJF
07/02/2001
RECEIVED
JUL 1 1 2001
DWQ
PROM # <w of o Fc) 2 _

Riders
Associ s &ates,
J�I Inc.
TO
NCDENR
Water Quality - Wilmington
127 Cardinal Drive
Wilmington, North Carolina 28405-3845
GENTLEMEN:
WE ARE SENDING YOU
[ ] Shop Drawings
[ ] Copy of letter
! Engineers 1 Planners I Surveyors • Greenville, North Carolina
I
LETTER OF TRANSMITTAL
Date IJoh No.
�� July 10, 2001 - - 1
J ATTENTION:
IMs. Linda Lewis
IsuBfrCT:
St. James Plantation -Section 20
St. James Plantation
Southport, Brunswick County, North Carolina
I
[X] Attached [ ] Under separate cover via
[ ] PrI ints [ ] Plans ] Samples
[ ] Change order [ ] Other
Overnite the following items:
[ ] Specifications
COPIES
DATE
No.
DESCRIPTION
2
I
W-2506
St. James Plantation - Section 20
Stormwater Management/Erosion Control Plan
2
Stormwater Management Permit Application wl
Low Density Supplement
2
Calculations
1
$420 Submittal Fee (Rivers Ck# 61875)
TIIESE ARE TRANSM1'17FD as checked below:
[X] For approval ] Approved ] ] Resubmit copies for approval
] For your use ] Approved as noted [ ] Submit copies for distribution
[ ] As requested [ ] Disapproved [ ] Return corrected prints
] For review and comment [ ] Other
REMARKS
Please review the attached plan and contact me with any questions or comments.
RECED-w-
ID
JUL 1.1 2001
With best regards,
ewe
Jay Atkinson PROD #
i
COPY TO Mark Brambell SIGNED:
i
If enclosures are not as noted, kindly notify us at once rlc Frank, P
107 East Second Street * Post Office Box 929 * Greenville, North Carolina 27835 * [phone] ' FAX [phone]
8410 Falls of Neuse Road, Suite 1) * Raleigh, North Carolina 27615 * [phone] * FAX [phone]

St. James Plantation Section 20
Erosion Control/Stormwater Management Calculations
Southport, Brunswick County, North Carolina
July, 2001
RECEIVED
JUL 1 1 2001
DWQ
PROD #

PIIDKT204•I tInn7 show M.i IPodded)

PAOOMI204�1 {511#e Sle A 205-1 jhdody

RIVERS & ASSOCIATES, INC.
Engineers/Planners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone]
JOB �r. Till ,-,` 5 T,
SHEET NO. . I OF J
CALCULATED BY �� 2 DATE
CHECKEDBY / DATE
SCALE�C�G'N
pRpmI ndA )Sigh Wes) 20-1 Paw

MODUC12N 1{Simye SIEC 1205-1(Piddod)

St. James Plantation Section 20 — Erosion Control/Stormwater Management
7-9-01
Computed by: OF
TRAPEZOIDAL CHANNEL ANALYSIS
NORMAL DEPTH COMPUTATION
Flow Rate (cubic feet per second) 13.2
Channel Bottom Slope (feet per foot) 0.0022
Manning's Roughness Coefficient (n-value) 0.03
Channel Side Slope - Left Side (horizontal/vertical) 4.0
Channel Side Slope - Right Side (horizontal/vertical) 4.0
Channel Bottom Width (feet) 0.01
*** RESULTS ***
NORMAL DEPTH (FEET)
1.37
Flow Velocity (feet per second)
1.76
Froude Number
0.376
Velocity Head (feet)
0.05
Energy Head (feet)
1.41
Cross -Sectional Area of Flow (square feet)
7.48
Top Width of Flow (feet)
10.94

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