SW8030818_Historical File_20031107

�OR 1'FR4 Michael F.Easley,Governor
© G William G.Ross Jr.,Secretary
rNorth Carolina Department of Environment and Natural Resources
> 1 Alan W.Klimek,P.E.,Director
Division of Water Quality
Coleen H.Sullins,Deputy Director
Division of Water Quality
November 7,2003
Mr.Jay Atkinson
St.James Development Co., LLC
P.O.Box 10879
Southport,NC 28461
Subject: Permit No. SW8 030818
St.James Plantation—Paladin Club
Phase 3
Low Density Subdivision with a Curb
Outlet System Stormwater Permit
Brunswick County
Dear Mr. Atkinson:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
St. James Plantation—Paladin Club,Phase 3 on November 6,2003. Staff review of the plans and
specifications has determined that the project, as proposed,will comply with the Stormwater Regulations
set forth in Title 15A NCAC 2H.1000.We are forwarding Permit No. SW8 030818,dated November 7,
2003, for the construction of the project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supercede any other agency permit that may
be required.
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 either
Laurie Munn or me at(910)395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:lsm S:\WQS\STORMWATIPERMM030818.nov03
cc: David A.Hollis
Brunswick County Inspections
David Thomas,NCDOT—Division 3,District 3
Laurie Munn
Wilmington Regional Office
Central Files
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington,NC 28405 [phone] Fax [phone] a 14+

State Stormwater Management Systems,
Permit No. SW8 030818
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
St. James Development Co., LLC
St. James Plantation —Paladin Club, Phase 3
Brunswick County
FOR THE
construction, operation and maintenance of a 30% low density subdivision with a curb outlet
system in compliance with the provisions of 15A NCAC 2H A 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.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
I. DESIGN STANDARDS
1. The project is permitted for 215 lots, each limited to a maximum of 10,570 square feet of
built-upon area, as defined by the stormwater rules, and as indicated in the approved
plans. CAMA regulations may reduce the built-upon area for those lots within the AEC.
2. The overall tract built-upon area percentage for the project must be maintained at 30%,
per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or 100'
vegetated area shown on the approved plan must be maintained at a minimum of 100'
long, maintain 5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non-erosive manner,maintain a dense
vegetated cover, and be located in either a dedicated common area or a recorded drainage
easement.
4. No piping shall be allowed except those minimum amounts necessary to direct runoff
beneath an impervious surface such as a road or under driveways to provide access to
lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter ditches,
must be vegetated with side slopes no steeper than 3:1 (H:V).
2

State Stormwater Management Systems
Permit No. SW8 030818
II. SCHEDULE OF COMPLIANCE
1. Curb outlet.swales, vegetated areas and other vegetated conveyances shall be constructed
in their entirety,vegetated, and be operational for their intended use prior to the
construction of any built-upon surface,per the approved plans
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
operate the permitted stormwater management systems at optimum efficiency to include:
a. Inspections.
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Cleaning and repair of catch basin grates, flumes,piping, and the flow spreader
mechanism.
4. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans , including,but not limited to,those listed below:
a. Any revision to the approved plans,regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the drainage
area.
e. 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,piping, or altering any vegetative conveyance shown on the approved
plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built-upon area 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.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the approved plans
and specifications. Any deviation from the approved plans must be noted on the
Certification. The permittee shall submit the Certification to the Division within 30 days
of completion of the project.
8. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request.
9. Each lot in the subdivision covered by this permit will maintain a minimum 30 foot wide
vegetative buffer between all impervious areas and surface waters.
10. 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.
3

State Stormwater Management Systems
Permit No. SW8 030818
11. Deed restrictions are incorporated into this permit by reference and must be recorded with
the Office of the Register of Deeds prior to the sale of any lot.
12. The permittee shall submit a copy of the recorded deed restrictions within 30 days of the
date of recording.
13. Recorded deed restrictions must include, at a minimum,the following statements related
to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number 030818, as issued by the Division of
Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina,Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built-upon area per lot is 10,570 square feet. This allotted amount
includes any built-upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes,but is not limited to, structures, asphalt,
concrete, gravel,brick, stone, slate, coquina, driveways, and parking areas,but
does not include raised, open wood decking, or the water surface of swimming
pools.
g. Filling in,piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
prohibited by any persons.
h. Lots within CAMA's Area of Environmental Concern may have the permitted
built-upon area reduced due to CAMA jurisdiction within the AEC.
i. Filling in,piping or altering any designated 5:1 curb outlet swale or vegetated area
associated with the development is prohibited by any persons.
j. A 30'vegetated buffer must be maintained between all built-upon area and the
Mean High Water line of surface waters.
k. All roof drains shall terminate at least 30'from the Mean High Water mark.
1. This project proposes a curb outlet system. Each designated curb outlet swale or
100'vegetated area shown on the approved plan must be maintained at a
minimum of 100'long,maintain 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non-erosive manner,maintain a dense vegetated cover, and be located in either a
dedicated common area or a recorded drainage easement.
1.4. All roof drains must terminate at least 30'from the Mean High Water mark.
15. Prior to transfer of ownership,the swales must be inspected and determined to be in
compliance with the permit. Any deficiencies will be repaired or replaced prior to the
transfer.
4

State Stormwater Management Systems
Permit No. SW8 030818
16. All curb outlet swales and 100'vegetated areas must be located in recorded drainage
easements or dedicated common areas. The final plats for the project will be recorded
showing all such required easements and common areas, in accordance with the approved
plans.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and modifying
the permit,revoking and reissuing the permit, or terminating the permit as allowed by the
laws, rules, and regulations contained in Title 15A of the North Carolina Administrative
Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and approval
by the Director. The Director may require modification or revocation and reissuance of
the permit to change the name and incorporate such other requirements as may be
necessary. A formal permit request must be submitted to the Division of Water Quality
accompanied by the appropriate fee, documentation from both parties involved, and other
supporting materials as may be appropriate. The approval of this request will be
considered on its merits, and may or may not be approved. The permittee is responsible
for compliance with the terms and conditions of this permit until the Division approves
the permit transfer.
6. 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. If any of those permits result in
revisions to the plans, a permit modification must be submitted.
7. The permittee grants permission to DENR Staff to enter the property during business
hours for the purposes of inspecting the stormwater control system and it's components.
8. The permittee shall notify the Division of Water Quality of any name, ownership or
mailing address changes within 30 days.
9. Approved plans and specifications for projects covered by this permit are incorporated by
reference and are enforceable parts of the permit.
Permit issued this the 7th day of November 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
— ----------------
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 030818
5

SE-":: -:OFF E NL-Y-----
Date Received Fee Paid Permit Number
14q7-D 'p 4-- (4334 &W?
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):
2. Print Owner/Signing Official's name and title-(person legally resp'o'nsible f6f.facility and compliance):
JAY
3. Mailing Address for person listed in item 2 above,
?o -to>c lo:0 -7-q
City: 156&i7r-4 P 0 rZ.-r State: t1l C Zip: 2 S+
Telephone Number: DO ZK-3 --4-73
4. Project Name (subdivision,facility, or establishment name -should be consistent with projec't name an plans,
specifications,letters,operation and maintenance agreements, etc.):
15T ­3AWtF_5' P4_4rPi-rAr-r/ojJ ?A-j_A-p1AJ C&_&j A 11 -?0*25 a--3
5. Location of Project (street address):
A Pe o x 0.4- ew u_" -r7wv, S-r J*r;" D t afp owl �*L.,*jno i^I D a
City: _rOWAI 01P 5-r. Jernf_S — County 9:r�^r-S C-3�( �
6. Directions to project(from nearest major intersection):
Apeox 1, 4- AJ",r 9,j r4 c- 2 y 4;g&," :rm-r _SOLVrW 10A/
vE Apeox
7. Latitude: 6-:7 .90 Longitude: 8.. as-z' 91) of project
8. Contact person who can answer questions about the project:
Name:- 04*ate__ 3eAw.•c3Eci Telephone Number- 2.53 -�W.317
z PERMIT INFORMATION.
1. Specify whether project is (check one): New Renewal —Modification

an
2. If this application is being submitted as the result of a renewal anmodification
odifi atts issue onteo(if known
permit, list the
existing permit number
3. Specify the type of project(check one):
Redevelop General Permit Other
Low Density High Density p
4. Additional Project Requirements (check applicable blanks):
_CAMA Major sedimentation/Erosion Control _404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
M. 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.
YEA
2. Stormwater runoff from this project drains to the
G -� River basin.
3. Total Project Area:
222, 09 acres 4. Project Built Upon Area: 3 %
5. How many drainage areas does the project have?
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.
B:asm:Information;:: ->.;: :':::.::::,: .;;..... .... D
..,. i age:Ai;ea:
rain g ... ..
+Receiving Stream Name SP— pA-rA
Receiving Stream Class
Drainage Area q(o 7- 92G SP
Existing Impervious"Area D SF
Proposed Impervious"Area 2q OZ 1&0 s�
%Impervious'Area (total)
... ...�. Dramage.l? ea•1:� .. ,.;. Dtaiirage:>ATea:2.
Impervious"Burface:P:rea ::. :;
On-site Buildings 7-27 2SS. O 5
On-site Streets 4 24 SF
On-site Parking 5,F
On-site Sidewalks 5 F
Other on-site T C-) g 5 F
Off-site S Total: Total•
q 0Z l(a O s r
Impervious area is defined as the built upon area including but not limited to,buildings.roads,Parking areas,
sidewalks,gravel areas, etr-

7. How was the off-site impervious area listed above derived? N��
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 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
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 modit7cation 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
Me 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(919) 733-5083 for the status
and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-I08 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SVV r_:t n i vemi.,-, ce

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials.
• Original and one copy of the Stormwater Management Permit Application Form zAk
• One copy of the applicable Supplement Form(s) for each BMP T�104
• Permit application processing fee of$420 (payable to NCDENR) tAf
• Detailed narrative description of stormwater treatment/management '1-
• Two copies of plans and specifications,including: -
-Development/Project name
-Engineer and firm
-Legend
-North arrow
' -Scale
-Revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
-Details of roads, drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage (including off-site), drainage easements,pipe sizes,runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent(individual or firm): Fes? COAS-T_
Mailing Address: TO BOX Z461
City: �&1. AL.LOT r State: Mc— Zip: Zg�'
Phone: ( q l0 ) -154- 902 a Fax: 20 4
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information,item 2) JAil 4kTk 1 a S of
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H.1000. 8
Signature: !/ Date:
Form SWU-101 Version 3.99 Page 4 of

Permit No.
(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 : .fir' --*nit 9—s ?"-#17-A—rf ont — ?,.LALa„ i CL..,
Contact Person: M*tic
RAI^^ac f . Phone Number: /
Number of Lots: Z 1 S Allowable Built Upon Area Per Lot*: /01S-70 IF
*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.
H. 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 S WU-1 04 Rev 3.99 o.,..a r ..-P

(SA x DF) - RA- OA = BUA
No. Lots Lot
Calculation:
�96:73R'2Co sF x . 30) - 4s�g2� sF - 1¢lG �Gs� _ lOs=os�
� 15, Lar
III. REQUIRED ITEMS CHECKLIST
supporting
Initial in the space provided to indicate that the applicant
tang has desmgnated ents have
an agent on fled Stormwater
documentation is provided as necessary. PP
Management Permit Application Form, the agent may initial below.
Applicants Initials
'T�-Ak a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
VP* b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
-ZAA- c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[I 5A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, aJow density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
I. PROJECT INFORMATION
Project Name : -51• Jsn%e�s �c aNT�.T/o,J — 1'��a 1a,f � e_'L 4S P*AA S J 3
Contact Person: M 4,&je_- �� g�.`� Phone Number: ( °I 1 o ) Z -3 - 4 3 4
Curb outlets to (check one): 0 Swale 0 Vegetated Area
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section
15A 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 on the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
7tA4- a. Curb outlets direct flow to a swale or vegetated area.
bA& b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
bk!- c. Flow velocity is non-erosive for peak flow from the 10-year storm event.
L4& _ d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
ZA:k e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
%AA- f. Length of Swale or vegetated area is > 100 feet.
g. The system takes into account the run-off at ultimate built-out potential from all surfaces
draining to the system(delineate drainage area for each swale).
bW h. Swales are located in recorded drainage easements.
i. Grass type(s) for permanent vegetative cover specified on detail.
IA4-- j. Swale detail provided on plans.
Form SWU-105 Ver 3.99 Page 1 of 3 ORIGINAL

nI, DESIGN INFORMATION ,
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual.
Table 1. Swale Design Information
SwaleDrainage Impervious Grassed
c.
Y.
v..�.., Flow
s De f)c s)Area
1 1p, 1q 5 ,3¢ 4,8s D,sz 37,40 5.D 2. 43 l,s
2 4 , q1 z. S¢ 2 , 07 0,5 Dq 1 ,73
3 M9 2, 21 1, 7-7 0.55 15.41 5Z 1• ,7-0
4 1. 11 D. 44 0 ,51 4 , 61 510 , it)
5 2. 07 1 , OR 0.017 0,52 :7,0¢
6 Z.L:7 1 , 1�1 1,09 0,5Z 1g,30 .� /► S�
7 1. 94 0,q:7 0. 8G O,Sz 619D 5(a
8 2-,17 1, )5 1 ,02. D,SZ 1, 40
1
9 2.30 1 , 13 1 . 17 6).51 1,S'7 1
10 Z,24 1 , 18 1. D& 0,52 9.23 5, 0 1 ,600
1
11 3.Z1 I R7 1.24 0.&0 13,&3 s,fl 1-0 I
12 O.:�7 0,53 0.24 01WO 3, b3 510 1.69 1
13 2,83 ( ,Scf 1,23 0SS5 Il,o? 5730 .1.(601 1
14 OA2 0,(04 0,29 0-&T 4.3s s`,r> 11611 1
15 1.4B 1 •o2 0146 0,541 7-0-7 S.o 11G1 1
16 ZMI 1. 46 1,48 D, s1 10, 00 5"f O /, G/ 1
17 0.86 0,52- 0.34 0,51 3,G17 .S6 11l0 1
18 D.?q 6.53 0.2:7 ©f&'s 3157 '6`10 ,(01! 1
19 1,36 O.RR 0.39 0 ,V) (,f•7-4 5-,0 /1G 1
20 0,7q o ss 0.24- 04-1 3,71 51-0 116( 1
21 SB 0.7-1 D S.S'4
22 2.46 1, 44 O.s-7
23 1, v?
24 3'.Zo
25
z,61 1. 04 10.zZ 5.0 1, e1 '
Form94� � Page 2 of 3

IiII. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered,piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: .-1*Y A� rtc,i s o^1 , A-u't�omi gg� Ley r.ar
Address: ?0 Box I D S z Ip , 5o KTfhPo itT , !y C 0-9,f6 1
Phone: 4!D - 253- 4119 Date:
Signature: �L _
Note: The legally responsible parry should not be a homeowners association unless more than 50%of the lots have been sold and
a resident of the subdivision has been named the president.
I, a Notary Public for the State of,�/ �.,�°/Js��County of
X?/1/��o',rl,��i�/� do hereby certify that personally appeared before me this
�� day of ,and acknowledge the due execution of the forgoing infiltration basin
maintenance requirements. Witness my hand and official seal,
Aland
`
'SSE 'ISO ���; My commission expires
cya
��4H11III
Form SWU-105 Ver 3.99 Page 3 of 3

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte,NC 28459
September 30,2003
Ms. Laurie Munn
Water Quality Section _
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension F
Wilmington,North Carolina 28405-3845
Subject: St.James Plantation—Paladin Club,Phase 3
Low Density Project
SW8 030818
Dear Laurie:
Enclosed are two copies of the revised design Sheets 1, 3 & 5 for Phase 3 of the Paladin Club. Please
replace the enclosed sheets with those previously submitted. Also enclosed are two copies of the revised
submittal forms,Stormwater Management Permit Application Form Page 1-2,and Low Density Supplement Page 1-2.
The following are offered in response to the itemized comments in the Request for Additional Information:
1. The dimensions and bearings for the project boundary are on the enclosed Sheet 3.
2. The roadway detail is revised as shown on the enclosed Sheet 5. The plan view on previously
submitted Sheet 1 indicates the roadway width as requested.
3. The project built-upon-area is increased to 30%. The calculations and tables within the enclosed
revised application pages reflect this increase in built-upon-area allowed.
4. The portion of wetlands indicated in the review comments is removed from the project
boundary. The revised boundary is indicated on the enclosed Sheet 1 and 3.
5. The swale detail is revised on the enclosed Sheet 5. A swale table is added indicating the
required dimensions of each swale.
6. A copy of the recorded deed restrictions is enclosed. Please note that the recorded built-upon-
area per lot is only 7500 sf. Please permit the allowable built-upon-area of 10570 sf as indicated
on the Low Density Supplement
If you have any question or require any additional information,please contact our office.
Sincerely,
4a
David A.Hollis,EIT
Enclosures
Copy: Mr.Mark Brambell
File: 1100.40 (Paladin Club—Phase 3)

O�OF wAT�RQG Michael F.Easley,Governor
William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
>` r
--I Alan W.Klimek,P.E.,Director
U `C Division of Water Quality
Coleen H.Sullins,Deputy Director
Division of Water Quality
September 22,2003
Mr.Jay Atkinson
St.James Development Co.,LLC
P.O. Box 10879
Southport,NC 28461
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 030818
St.James Plantation—Paladin Club,Phase 3
Brunswick County
Dear Mr. Atkinson:
The Wilmington Regional Office received a Stormwater Management Permit Application for St.
James Plantation—Paladin Club,Phase 3 on August 25, 2003. A preliminary review of that information
has determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. Please provide dimensions and bearings for the project boundary.
2. Please provide a detail of the roads and cul-de-sacs. A road detail is provided,but it
appears that some portions of the road may be a different width than noted on the detail.
3. The application states that the project is draining to Beaver Dam Creek. Beaver Dam
Creek is classified as C Sw waters. The project's built upon area may be 30%.
4. The project boundary includes portions of wetlands that are not currently being utilized
for water quality runoff purposes. Please remove these areas from the density
calculations. If these areas are used in future development,the acreage may be used in
future density calculations. Please see the enclosed drawing for delineation of these
areas.
5. The swale detail shows a depth of 1 foot,but swale#1 must be greater than 1 foot.
Please make a note of this on the plans.
6. Please provide a copy of the proposed deed restrictions to include all required conditions
and limitations.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to October 22,2003, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service "
Wilmington Regional Office Wilmington;NC 28405 [phone] Fax [phone]-r'748 1i

Mr. Jay Atkinson
September 22,2003
Stormwater Project No. SW8 030818
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(910) 395-3900.
Sincerely,
l
Laurie Munn
Environmental Engineer
RSS/:lsm S:\WQS\STORMWAT\ADDINFO\2003\030818.sept03.doc
cc: Laurie Munn
David A.Hollis
Enclosure

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Entity Names http://www.secretary.state.nc.us/Corporations/soskb/Corp.asp?47628
"W•"* north Cardina
~ � Elaine F Marshall �
Secretary z3ECRETARY o r�`
PO Box 29W2 Raleigh,NC 276?8-0622 [phone]
9uaporations Home
Date:9/2 212 0 0 3
QlmaarEant Nob Click here to:
13,Cc'Pwate Forms View Document Filings i ' Print an Entity Report
Corp,bToba�rManons��urers File an Annual Report I Print a blank Annual Report
Verify Certification
40r+iineX-mual Resorts Corporation Names
story Gf State Home -...-. ........ _.._
Business Ll ense
ffleg.sterfor E-Procurement Name Name Type
VrVt.of Revenue ST.JAMES DEVELOPMENT CO., LLC Legal
F"Tugs Senate aws Limited Liability Company Information
02001 Bill Summahes — —...... �.�.. ..— ..
*Annual Reports 1997 �� -...-
lCorporaborts 1927 S031D: 0407570
"Other Le islation Status: Current-Active
42yCoiporate Name Date Formed: 10/4/1996
-'For Now Corporation Citizenship:Registered Agent p: Domestic
Ste Order State of Inc.: NC
oNew Payment Procedures Duration: DEC 2040
Registered Agent
Agent Name: Atkinson,John a
Registered Office Address: 1 St James Dr
Southport NC 28614
Registered Mailing Address: P O Box 10879
Southport NC 28461
Principal Office Address: 1 St.James Drive
Southport NC 28461
Principal Mailing Address: 1 St.James Drive
Southport NC 28451
For questions or comments about the North Carolina Secretary of States web site,please send e-mail to webmaster.
For questions or comments conceming the Corporations Division,please send e-mail to Corporations Administrator
Click here for help downloading forms.
1 of 1 9/22/2003 8:57 AM

SOSID:0407570
LIMITED LIABILITY COMPANY (LLC) Date Filed:4/23/2003 8:04:00 AM
Elaine F.Marshall
ANNUAL REPORT North Carolina Secretary of State
' t 2003113 00041
NAME OF LIMITED LIABILITY COMPANY(LLCy ST.JAMES DEVELOPMENT CO LLC
STATE OF REGISTRATION fS FISCAL YEAR ENDING: 12/31/2002
MONTH/DAY/YEAR
SECRETARY OF STATE L.L.C.ID 040757o FEDERAL EMPLOYER ID NUMBER 501997550
If this is the first annual report filtng,YOU MUST COMPLETE THE ENTIRE FORM. If your
LLC's information has not changed since the previous report,please check the box
and complete line 7. E�
" REGISTERED AGo NTB REGISTERED OFFICE STREETADDRESSINCLUDE COUNTY: Must be a North Carolina addressl
-- —Atkinson,John a
1 St James Dr - - - -
Southport N 8814 24O.V161 Street
County:BRUNSMCK City NC,Zip County
2. REGISTERED OFFICE MAILING ADDRESS F DFFERENT FROM THE STREET ADDRESS:
P O Box 10979
Southport,NC 8814 111.1%41o1 Street
City NC,Zip
s. F THE REGISTERED AGENT CHANGED,THE NEW AGENT MUST SIGN:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4.DER PRINCIPAL OFFICE ADDRESS AND TELEPHONE NUMBER Hi'E:
1 St:James Drive Street
Southport NC 28461
County.Brunswick Cily state
Telephone Number,including area code [phone]
S BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
Goff Course
6. ENTER NAME,TITLE,AND BUSINESS ADDRESS OF MANAGER(SY EMgER(S)OR IF THE LLC HAS NEVER HAD MEMBERS,ITS
ORGANIZERS: (ATTACH ADDII ZONAL PAGES IF NECESSARY)
`,�o BUSWESSADDRESS p. Q o X 1 to C6`►`�
M A to A V E(z. S urt H P o iLl I Iv C. a�K
NAME BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS
7. CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL UmfTED LIIABILITy COMPANIES.
59r==�-o airp
FORM ft1LWrjW SIGNED BY-A MANAGE EMBER DATE
`3 u Ntv A • M tL=.NAL'*-AMANAQERIMEMBER
TYPE OR PRINT NAME TITLE
ANNUAL REPORT FEE:$200.00 MAIL TO:Secretary of State•Corporations Division•Post Office Box 2g525•Raleigh,NC 27626-0525
I!I I I I I II I I!I II I I I II I I I!I I I!I I!I I!6 I II I II II!I! I I III
i ■
' i

East Coast
Engineering Company,P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte,NC 28459
August 20, 2003
Ms. Linda Lewis
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington,North Carolina 28405-3845 G
Subject: St.James Plantation—Paladin Club, Phase 3 �/� 40
Low Density Project 1
Dear Linda:
Enclosed for your review and approval is a submittal package for Phase 3 of the Paladin Club
located in Southport,Brunswick County.
For your ease of reference, the following presents the various components of the enclosed
submittal package:
1. One original and one copy of the Stornwater Management Permit APplicationForm.
2. One original and one copy of the Loin Density Supplement to the Stormwater Plan.
3. One original and one copy of the Curb Outlet System Supplement to the Stormwater
Application.
4. Two sets of plans.
5. A check in the amount of$420 to cover the required application fee.
If you have any question or require any additional information,please contact our office.
Sincerely,
RECEIVED
David A. Hollis,EIT AUG 2 5 2003
DWQ
Enclosures FEW#
Copy: Mr. Mark Brambell
File: 1100.40 (Paladin Club—Phase 3)

THE PALADIN—PHASE 3
ST. JAMES PLANTATION
St. James Development Company, LLC.
CALCULATIONS &NARRATIVE
for
STORMWATER AND EROSION CONTROL
August 2003
C
9672 z a
Prepared by:
East Coast
Engineering Company, P.A.
Consulting Engineers
Shallotte,North Carolina 28459
Post Office Box 2469 4918 Main Street
Office: 910.754.8029

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East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte,NC 2W9
STORMWATER AND EROSION CONTROL NARRATIVE
St.James Plantation Paladin Club Phase 3 is located in Brunswick County on NC 211 approximately
1.4 miles west of NC 133 near Southport. St. James Development proposes to construct roads,
drainage easements and the golf course within Paladin Club Phase 3. The total disturbed area is
calculated to be 90.55 acres.
Stormwater will be routed using sheet flow, curb and gutter, and curb cuts. Stormwater from curb
cuts will be treated by vegetated swales with a minimum horizontal length of 100 LF.
Temporary silt fencing, diversion swales, and temporary sediment basins will be used to prevent any
significant amounts of sediment from leaving the site. These measures shall be inspected regularly,
and the accumulated sediment removed to prevent the conveyance of sediment to any off-site
areas.
The primary permanent erosion control measures that will remain after the temporary measures are
removed will be permanent grassing, and/or asphalt pavement.