SW7070311_CURRENT PERMIT_20070523

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7 -lad
DOC TYPE
4,71) CURRENT PERMIT
(❑
APPROVED PLANS
❑ HISTORICAL FILE
0 COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

l.�i-.O
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E. Director
Division of Water Quality
DIVISION OF WATER QUALITY
May 23, 2007
Southern Style Developers, LLC
Attn: Mr. Rowland Bowen
PO Drawer U
New Bern, NC 28563
Subject: Stormwater Permit No: SW7070311
Villas at Creekside, New Bern
High Density Stormwater Project
Craven County
Dear Mr. Bowen:
The Washington Regional Office received a completed
stormwater application and supporting information for the subject
project on May 22, 2007. It has been determined that this project
will comply with the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000. We are forwarding Permit SW7070311 dated May 23,
2007 to Southern Style Developers, LLC for the construction and
operation of (3) wet detention ponds to serve the Villas at
Creekside located off Old Airport Road near New Bern, NC.
This permit shall be effective from the date of issuance
until May 23, 2017, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and
binding.
North Carolina Division of Water Quality Internet: www.ncwateraualitv.ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
Nne
orthCarohna
NaNrallry
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Southern Style Developers, LLC
May 23, 2007
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 948-
3919.
incere y,
A. Hodge ona1 Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Avolis Engineering
City of New Bern Planning/Inspections
Washington Regional Office
Central Files

J
State Stormwater Management Systems
Permit No. SW7070311
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
Southern Style Developers, LLC
Craven County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the "stormwater rules") and the approved
stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the
Division of water Quality and considered a part of this permit for
grass swales, vegetated buffers and (3) wet detention ponds to
serve the Villas at Creekside located off Old Airport Road near
New Bern, NC.
This permit shall be effective from the date of issuance until May
23, 2017, and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is* effective only with respect to the nature and
volume of stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management
of stormwater runoff as described on page 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this, project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Villas at Creekside
Permit Number:
SW7070311
Location:
Craven County
Applicant:
Southern Style Developers, LLC
Mailing Address:
PO Drawer U
New Bern, NC 28563
Application Date:
03/09/2007; original
05/22/2007; complete
Receiving Stream:
Brices Creek
Stream Classification:
C-NSW
Total Site Area:
19.75 acres
Total Impervious:
2.12 ac
- Area 1
Area Allowed
1.80 ac
- Area
2
1.18 ac
- Area
3
Pond Depths:
5.0
ft
Required Storage
Volume:
9,985
cf -
Basin
1
10,056
cf -
Basin
2
6,192
cf -
Basin
3
Provided Storage
Volume:
9,985
cf -
Basin
1
.10,056
cf -
Basin
2
6,192
cf -
Basin
3
Required Surface
Area:
6,517
sf -
Basin
1
5,780
sf -
Basin
2
3,754
sf -
Basin
3
Provided Surface
Area:
8,373
sf -
Basin
1
10,310
sf -
Basin
2
6,585
sf -
Basin
3
Controlling Orifice:
1.50-inch
- Basin
1
1.50-inch
- Basin 2
1.25-inch
- Basin 3
2

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales)
shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit
and receiving approval from the Division.
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
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. The stormwater management system shall be constructed
in its entirety, vegetated and operational for its
intended use prior to the construction of any built -
upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at
all times. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

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 outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. 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.
6. Upon completion of construction 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. Mail the
Certification to the Washington Regional Office, 943
Washington Square Mall, Washington, North Carolina, 27889,
attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
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 143-215.6(a) to 143-215.6(c).
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.
6

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. At least six months prior to the expiration date, the
permittee must submit a written request for permit renewal
to the Division of Water Quality, Washington Regional
Office.
Permit issued this the 23 rd day of May, 2007.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
For Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7070311
7

Stormwater Permit No. SW7070311
The Villas at Creekside - New Bern
Swales, Vegetated Buffers, and Wet Ponds
Craven County
Designer's Certification
1, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(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.
Signature
Registration Number
Date
M

At
g'61t_�%,air.1 18 F. OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
Q
�1fl/�1ArnState of North Carolina `6WA K
t1V , u A Elepartment of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
L Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Southern Style Developers LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility,and compliance):
Rowland Bowen, Member/Manager
3. Mailing Address for person listed in item 2 above:
P.O. Drawer U
City: New Bern State: NC Zip: 28563
Telephone Number: I_ 252 ) 658-0 S
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Villas at Creekside, New Bern, North Carolina
5. Location of Project (street address):
See vicinity map.
City: New Bern County: Craven
6. Directions to project (from nearest major intersection):
7. Latitude: N35°-3.437' Longitude: W77°-2.736' of project
8. Contact person who can answer questions about the project:
Name: Kevin Avolis, P.E. Telephone Number: ( 252 )633-0068
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page I of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing.permit number and its issue date (if known)
3. Specify the type of project (check one):
_Low Density X High Density —Redevelop __General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major XSedimentation/Erosion Control X404/401 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
I. 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 .
See attached.
2. Stormwater runoff from this project drains to the Neuse
River basin.
3. Total Project Area: 19.748 acres 4. Project Built Upon Area: 25 RA
5. How many drainage areas does the project have? 5 (3 Primary/2 Fringe)
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Brices Creek
Receiving Stream Class
C, Sw, NSW
Brices Creek
Drainage Area
C Sw NSW
Existing Impervious Area
5.56 AC
0
6.60 AC
Proposed Impervious'Area
92 416 SF 2.12 AC
0
78 487
%Impervious' Area (total)
38. 2$
AF 1 80
27 3�
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
47,616
SF
On -site Streets
29
752
SF
On -site Parking
23 343
SF
32,612
SF
On -site Sidewalks
3 020
18,437
SF
8
SF
Other on -site
------
SF
7
83
183
SF
Off-site
_
-----
—
:92,4T12.12 AC
Total:
78
487 SF 1 AC
.80
--- ---- .,,� ° „, spun area mouamg, out not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

Z, If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
_Low Density X _High Density _Redevelop __General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major XSedimentation/Erosion Control X 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
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 .
See attached_ '
2. Stormvater runoff from this project drains to the Neuse River basin.
3. Total Project Area: 19.748 acres 4. Project Built Upon Area: 25.88
5. How many drainage areas does the project have? 5 (3 primary/2 Fringe)
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.
Continued
Basin Information
Drainage Area;
Receiving Stream Name
Brices Creek
Fri
Brices Creek
Receiving Stream Class
C SW, NSW
C SW, NSW
Drainage Area
3.78 AC
3.81 AC
Existing Impervious* Area
0
Proposed Impervious Area
51,542 SF 1 18 AC
0
% Impervious* Area (total)
31 .2$
Total Site
Brices Creek
C, Sw, NSW
19.748 AC
0
5.11 AC
25.88%
Impervious' Surface Area
On -site Buildings
On -site Streets
On -site Parking
18 432
20,522
7,840
Drainage Area,
SF
SF
SF
Frincle A & B
0
0
0
Total Site
95 800 SF
76 477
SF
On -site Sidewalks
Other on -site
Off -site
4 748
------
SF
0
0
29 800
SF
20 368
SF
0
Total: 51 , 542 SF 1.18 AC
Total: 0
222,445
SF 5.1
.u,pa, vnuu� area is aennea 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
1 AC

7. How was the off -site impervious area listed above
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. 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 222,449 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. Shales shall not be filled in, piped, or alzrc-d 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 Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. , SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Original and one copy of the Stortnwater Management Permit Application Form I , nitials
One copy of the applicable Supplement Form(s) for each BMP V
Permit application processing fee of $420 (payable to NCDENR)
Detailed narrative description of stormwater treatment/management
Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Avolis Enclineering P.A.
Mailing Address:__ P.O. Box 15564
Citv: New Bern
Phone:( 252 1 633-0068
VIII. APPLICANT'S CERTIFICATION
State: NC Zip: 28561
Fax: ( 252 ) 633-6507
1. (print or type name of person listed in General Information, item 2) Rowland Bowen
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 wirh 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.,
2- G-c3
Roland Bowen, Metnber/Manager
Form SWU-101 Version 3.99 Page 4 of 4

POND #1
Pennit No.
(to be provided by D111Q)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied ror use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
;upplement for each basin, design calculations, and plans and specifications showing all basin and outlet
ructure details.
PROJECT INFORMATION
'roject Name: Villas at Creekside
ontact Person: Rowland Bowen Phone Number: ( 252 ) 658-0253
or projects with multiple basins, specify which basin this tcorksheet applies to: Drainage Basin #1 — Pond #1
1, rations
:;asin Bottom Elevation
'_nnanent Pool Elevation
=mporary Pool Elevation
0 ft.
5.0 ft.
6.1 ft
(floor of the hasin)
(elevation of the orifice)
(C1e1'alian Of the discharge.cn-uccnu-e overflow)
,eas
'ermanent Pool Surface Area 81373 sq. ft. (uatersroface area at the orifice elevation)
172ina2e Area 5.56 ac. (on -site and off -site drainage to the basin)
mpen ious Area 2.12 ac. (on -sire and off -site drainage to the basin)
plumes
ermanent Pool Volume 19, 082 cu. ft. (combined volume of main basin and foreboy)
emporary Pool Volume 91985 cu. ft. (Volume detained above the pernrarrent pool)
orebay Volume 31900 cu. ft. (approsnnately 20% of total volume)
,'her parmneters
JDAI
"ameter of Orifice
=sign Rainfall
estgn TSS Removal '-
2.69
1.5 in.
1 in.
90
(sin face area io drainage area ratio from D ii'O table)
(2 to d day temporary pool drain -down required)
(minimum 85% required)
•= S%VU-102 Rev 3.99 Pave I of 4

Footnotes:
l When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious %and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
'- In the 20 coastal counties, the requirement for a veectative filter may be waived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BMP manual provides dcsien tables for both 85% TSS removal and 9006 TSS removal.
II. 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: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting :'.ocumentation is attached. If the applicant has desienated an agent in the Stormwater Management Permit
;.pplication Form, the agent may initial below. If a requirement has not been met, attach justification,
applicants Initials
— a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
11 b. The for -bay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
_-49_ d. The temporan pool draws dos%n in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is ureater than 3:1.
Q. The basin side slopes above the permanent pool are no steeper than 3: 1.
f h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
H. R'ET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
he wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
egetated filter if one is provided.
-his system (check one) XDUM adoes not incorporate a vegetated filter at the outlet.
-his system (checkone) &dM Rdoes not incorporate pretreatment other than a forebay.
,rmSWU-102 Rev399 Paac2of4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay. the sediment shall be removed.
BASIN DIAGRAM
!fill in the blanks/
p
Permanent Pool Elevation 5 0
Sediment Re oval El. 1 .25
75 .;
-
-------
BonomEle 0.0
1
Sediment Removal Elevation 1 ' 25 175%
------------------------------ ---------
anon
%
0 0
Bottom Elevation y 259%
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they'cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Pace 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
1 acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print name: Rowland Bowen
Title: Member/Manager — Southern Style Developers, LLC
Address:—P.O. Drawer U, New Bern, NC 28563
252-658-0253
Date:,
NOte: The lecally responsible party should not be a homeo+cncrs association unless more than 5V° of the lots ha%e been sold and a
resident of the subdixision has been named the president.
I. Beth Simmons . a Notary Public for the State of North Carolina
CoumN of Craven do hereby certify that Rowland Bowen
personally appeared before me this l day of �— ( �t 7�o i , and ackno%\ ledge the due
execution of the forgoing ��ei detention basin maintenance requirements. Witness my hand and official seal.
SEAL
\4y commission expires April 22 2009
Form SWU-102 Rev 3.99 Page 4 of 4

Q rr
i
YF,W!c14
oijauq
O r9 w

POND #2 Pennit No.
(to be provided br DIYQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DVdO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Villas at Creekside
Contact Person: Rowland Bowen Phone Number: ( 252 ) 658-0253
For projects with multiple basins, specify which basin this worksheet applies to: Drainage Basin #2 — Pond #2
elevations
Basin Bottom Elevation 0.0 ft. (floor of the hash?)
Permanent Pool Elevation 5.0 ft. (elevation of the orifice)
Temporary Pool Elevation 6.0 ft. (elevation of the discharge sn ucna e averflo)r)
;; rcas
Permanent Pool Surface Area 10,310 sq. ft. (tvatersutface area at the orifice elevatioat)
Drainage Area 6.60 ac. (on -site and off -site drainage to the basin)
mpen-ious Area 1.80 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal '-
Form S14'U-102 Rev 3.99
29.851 cu. ft. (combined volume of main basin and forebay)
10,056 cu. ft. (volume detained above the permanent pool)
6 200 cu. ft. (approximately 20% of total volume)
2.01 (surface area (o drainage area ratio fi-om DIi7O table)
1.5 in. (2 to 5 day temporary pool drain -down required)
1 in.
90 % (mininuan 85% required)
Page I of 4

ootnotcs:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious %and permanent pool depth. Lincar interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BMP manual provides design tables for both S5% TSS removal and 9056 TSS removal.
L REQUIRED ITEMS CHECKLIST
he following checklist outlines design requirements per the Stormwater Best Management Practices Manual
�.C. Department of Environment, Health and Natural Resources,. February 1999) and Administrative Code
_coon: 15 A NCAC 2H .1008.
.itial in the space provided to indicate the following design requirements have been met and supposing
:-cumentation is attached. If the applicant has desifmated an agent in the Stormwater Management Permit
plication Form, the agent may initial below. If a requirement has not been met, attach justification.
-plicants Initials
l' a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approsimalely equal to 20% of the basin volume.
/
C. The temporary pool controls runoff from the deSi-Qn Storm e\ ent.
—_ d. The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive lio%y
calculations)
—Z f Tie basin length to width ratio is gealer than -,:1.
g. The basin side slopes above the pe„sanest pool are no steeper than 3: 1 .
h. A Submerged and vegetated perimeter shelf with a slope of 6: 1 or less (show detail).
— i. \'egetafice cover above the permanent pool elevation is specified.
--,�_ j. A rash rack or similar device is provided for both the overf7oty and orifice.
—�_ k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
V in. A mechanism is specified which will drain the basin for maintenance or an emer.aency.
NVET DETENTION BASIN OPER4TION AND MAINTENANCE AGREEMENT
',vet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
etated filter if one is provided.
s system (check one) $does not incorporate a vegetated filter at the outlet.
.s system (checkone) XMM Rdoes not incorporate pretreatment other than a forebay.
SWU•102 Rev3.99
Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
3. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a meet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.75 feet in the main pond. the sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay. the sediment shall be removed.
BASIN' DIAGRAM
(fill in the blauAs)
7 Permanent Pool Etc\ation 5.0
I
Sediment Re oval El. 1 .25 75 0 1':25
------- --- - /0 Sediment Removal Elevation I 75"'0
Bonom Etc -ation 0 , °---------------------------------------------�1 ------
Bottom Elevation 0 ♦ 25%
FOREBAY MAIN POND
5• Remove cattails and other indigenous wetland plants when th`ey'cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

i. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: Rowland Bowen
Title: Member/Manager - Southern Style Developers, LLC
Address: P.O. Drawer U, New Bern, NC 28563
252-658-
Date: 2 - K - C"7
Note: The Ie_allp responsible party should not be a homeowners association unless more than 50'n of the lots have been sold and a
resident ofthe subdivision has been named the president.
Simmons . a Notary Public for the State of North Carolina
County of Craven do hereby c-niN that Rowland Bowen
personally appeared before me this l9 day of C--U -LaM X-1, and ackno%s'ledge the due
execution of [he forgoing wet detention basin maintenance requirements. Witness my hand and official sea].
6�.
SI
NOTARY
PUBLIC
SEAL
Nly commission expires April 22 2009
Form SWU-102 Rev 3.99 Paee 4 of 4

POND #3 Pennit No.
(to be provided by DIVA)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT 1NFOIL1fAT10N
Project Name: Villas at (xeekside
Contact Person: Rowland Bowen Phone Number: ( 252 ) 658-0253
For projects with multiple basins, specify which basin this svorksheet applies to: Drainage Basin #3 — Pond #3
elevations
Basin Bottom Elevation 0 ft
Permanent Pool Elevation 5.0 ft.
Temporary Pool Elevation 6.0 ft.
:u cas
Permanent Pool Surface Area 6,585 sq. ft.
Drainage Area 3.78 ac.
lm
pen iousArea 1.18 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure orerJlow)
Grater surface area at the orifice eler01i017)
(on -size and off -site drainage to the basin)
(on -she and off -sire drainage to the basin)
vohanes
Permanent Pool Volume 16.399 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 61192 cu. ft. (volume detained above the permanent pool)
Forebay Volume 3,300 cu. ft. (approsimatelV 20% of total V0111777e)
Other parameters
SAJDA 2. 28 (sul f ce area io drainage area ratio f7•on7 D 1V0 table)
Diameter of Orifice 1.25 in. (2 to 5 day tempormy pool draw -down required)
Design Rainfall 1 in
Design TSS Removal -' 90 % /o (mininnnn 85% required)
Form SWU-102 Rev 3.99 Pave I of 4

oomoles:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious /o and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be uaived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
1. REQUIRED ITEDIS CHECKLIST
he following checklist outlines design requirements per the Stormwater Best Management Practices Manual
�.C. Department of Environment, Health and Natural Resources,. February 1999) and Administrative Code
cction: 15 A NCAC 2H .1008.
.itial in the space provided to indicate the following design requirements have been met and supporting
cumentauon is attached'. If the applicant has designated an agent in the Storm%vater Management Permit
?placation Form, the agent may initial below. if requirement has not been met, attach justification.
_olicants Initials
g' a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
0 c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
If required, a 30-foot re^etaiive filter is provided at the outlet (include non -erosive flow
calculations)
Z/ f. The basin length to widlh Fazio is treater than 3: 1.
^_. The basin side slopes above the permanent pool are no steeper than 3: 1 .
h. A submerged and vegetated perimeter shelfwith a slope of 6: I or legs (show detail).
Vegezative cot er above the permanent pool eIt%alion is specified.
-�� j. A trash rack or similar device is provided for both the overflow and orifice.
n. .- recorded drat age easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
M. A mechanism is specified which will drain the basin for maintenance or an emergency.
WET DETENTION BASIN OPERATION AND NLAINTENANCE AGREEMENT
wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
etated filter if one is provided.
s system (check one) ]fig $does not incorporate a vegetated filter at the outlet.
's system (check one) XDdM Rdoes not incorporate pretreatment other than a forebay.
.1 SWU-102 Rev 3.99
Fagg 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the colfection system (i.e. catch basins, piping, wales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that rut ill not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will eive an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay. the scdinment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
p Permanent Pool Elevation 5 0
Sediment Re oval El. 1 .25 75 5
------- ---� Sediment Removal Elevation 1.25 17m,p
o.
Bonom Ele 'anon 0 +� %----------------------------------------) -----
Bonom Elevation 0 y 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form S),VU-102 Rev 3.99 Page 3 of 4

i. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: Rowland Bowen
Title: Member/Manager — Southern Style Developers, LLC
Address: P.O. Drawer U, New Bern, NC 28563
Date:
Note: The lecally responsible pan), should not be a homco,cners association unless more than �0°0 of the lots have been sold and a
resident of the subdivision has been named the president.
1. Beth Simmons . a Votary Public for the State of North Carolina
Counp of Craven do hereby certify that Rowland Bowen
ersonall} appeared before me this day of
r�j. ".O-7 ,and acknowledge the due
execution of the forgoing. icet detention basin maintenance requirements. Witness my hand and official seal.
O,Ltp
NOTARY
PUBLIC
SEA
MY commission expires April 22 2009
FormSWU•102 Rev3.99 Paee4of4

STORMWATER NARRATIVE
Villas at Creekside - A Planned Unit Development
New Bern, North Carolina
The Villas at Creekside project entails the development of 60 residential lots on 19.748 acres of
land located off of U.S. Highway 70 in New Bern, Craven County, North Carolina. An access
road will be constructed off of existing subdivision roads in the area. Sixty lots, a public road
system and public utilities system will be constructed within the subdivision.
The project is being developed to an overall density of'25.88%. An engineered stormwater
system is proposed to comply with the Coastal Stormwater Regulations and the City of New
Bern Stormwater Permitting Requirements.
The project has been designed to divide the property into three distinct drainage basins. A
stormwater retention pond is proposed for each drainage basin. Drainage Basin No. I will
discharge to Stormwater Retention Pond No. 1. Drainage Basin No. 2 will discharge to
Stormwater Retention Pond No. 2. Drainage Basin No. 3 discharges to Pond No. 3. All
stormwater retention ponds discharge through an outlet structures to the low lying wetland areas
located on the subject property.
Each drainage basin for the project is discussed in detail below as is the details of each
stormwater retention pond:
Drainage Basin No. 1 Drainage Basin No. I is located on the eastern side of the
subject property. This drainage basin is delineated on the
project plans and covers a total area of 242,120 SF, 5.56
acres. All runotPwithin this drainage basin discharges to
Stormwater Retention Pond No. 1. All runoff is routed to
the forebay end of the stormwater retention pond. The
stormwater retention pond is designed for 90% TSS
removal. Stormwater Retention Pond No. I fully contains
the I -inch design volume for Drainage Basin No. I.
Drainage Basin No. 2 Drainage Basin No. 2 covers the central portion of the
subject property and covers a total area of 287,424 SF, 6.60
acres. All stormwater runoff from this drainage basin
discharges to the forebay areas of Stormwater Retention
Pond No. 2. Stormwater Retention Pond No. 2 is sized for
90% TSS removal. The stormwater retention pond is sized
to fully contain the 1-inch design volume from Drainage
Basin No. 2.

Stormwater Retention Drainage Basin No. 3 covers a total of 164,799 SF, 3.78
Pond No. 3 acres. All stormwater runoff from this basin discharges to
Pond No. 3 Stormwater Retention Pond No. 3 was sized
far 90% TSS removal and will fully contain the I -inch
design storm.
Fringe Drainage Fringe Drainage Basins A & B cover a total area of
Basin A & B 165,895 SF, 3.81 acres. These areas represent the low
lying wetland areas on the site. No development will occur
in these areas. The runoff in these fringe areas are not
proposed to be treated in any manner.
The proposed stormwater management system for the project fully complies with the Coastal
Stormwater Regulations and the City of New Bern Stormwater Regulations. Specifically, the
proposed devices provide the total nitrogen removal and now control measures needed to
develop the project in accordance with the City of New Bern Stormwater Permitting
Requirements and the Coastal Stormwater Permitting Requirements.

}
AVOLIS
ENGINEERING,
P.A.
Z�
P.O. Box 15564
• New Bern, North Carolina
28561 • (252) 633-6
RMCEIvEiD
February 1, 2007 MAR p 9 2007
Mr. Al Hodge
Environmental Engineer
NCDENR - Water Quality Section
943 Washington Square Mall
Washington, NC 27889
RE: Villas at Creekside - A Planned Unit Development
New Bern, Craven County, North Carolina
AE Project No. 06038
Dcar AI:
QWQ-WARD
Enclosed please find the following for the above -referenced project for your review and
approval:
• Stormwater Permit (Original and One Copy)
A
• Project Plans (2 Copies)
• Stormwater Calculations (2 Copies)
• $420 Permit Fee
It is requested that you review the permit package at your earliest convenience.
Should you have any questions relating to this matter or need any additional information, please
do not hesitate to call.
Sincerely,
i Avolis, P.E.
President

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
March 5, 2007
Mr. Roger Thorpe
Environmental Engineer
Surface Water Protection
Washington Regional Office
NCDENR - Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Application
Villas at Creekside
New Bern, Craven County, North Carolina
AE Project No. 06038
Dear Roger:
Enclosed please find the Soils Report for the referenced project.
RECEIVED
Please continue with your review of the Stornr\vater Permit for this project.
Sincerely,
i Avolis, P.E.
President
11Ai7l, 06 2007
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Michael P. Easley, Governor
)� William G. Ross Jr, Secretary
r North Carolina Department of Environment and Natural Resources
—i
� Alan W. Klimek, P.F. Director
Division of Water Quality
February 20, 2007
Southern Style Developers, LLC
Attn: Rowland Bowen
PO Drawer U
New Bern, NC 28563
SUBJECT: Stormwater Application for Villas at Creekside
Dear Mr. Bowen:
This office received a stormwater permit application for the subject project on February 16,
2007. A preliminary review of your project indicates that the application package is incomplete. The
following items are needed to make the package complete:
$420 check
signature by owner on page 4 of application
2 sets of plans
_ narrative
supplement (wet detention, infiltration basin,
system, underground infiltration trench)
_ signature by owner on supplement form
L/ soils report
low density, curb outlet system, off -site
We are returning the entire package to you. Once the package is complete you may resubmit.
You should also be aware that the Stormwater Rules require that a permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2h.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact me at [phone].
Sincerely,
og r horpc2En`vironmental Engineer
Surface Water Protection
Washington Regional Office
cc: Avolis Engineering, P.A.
WaRO
North Carolina Division of Water Quality Internet: www.ncwaterguality.org
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Pae [phone]
NorthCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10 % Post Consumer Paper

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
'w�v� j
o .�
February 20, 2007
Southern Style Developers, LLC
Attn: Rowland Bowen
PO Drawer U
New Bern, NC 28563
Alan W. Klimek, P.E. Director
Division of Water Quality
SUBJECT: Stormwater Application for Villas at Creekside
Dear Mr. Bowen:
This office received a stormwater permit application for the subject project on February 16,
2007. A preliminary review of your project indicates that the application package is incomplete. The
following items are needed to make the package complete:
_ $420 check
signature by owner on page 4 of application
_ 2 sets of plans
_ narrative
_ supplement (wet detention, infiltration basin
system, underground infiltration trench)
signature by owner on supplement form
soils report
low density, curb outlet system, off -site
We are returning the entire package to you. Once the package is complete you may resubmit.
You should also be aware that the Stormwater Rules require that a permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2h.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact me at [phone].
Sincerely,
og r horp , Environmental Engineer
Surface Water Protection
Washington Regional Office
cc: Avolis Engineering, P.A.
,,V�aRO
North Carolina Division of Water Quality Internet: www.ncwateraualiw.org One 1
943 Washington Square Mall Phone [phone] No Carolma
Washington, NC 27889 Pa< [phone] Naturally
An Equal Opportunity/Affirmative Action Employer- 50%Recycled110% Post Consumer Paper

SOUTHERN STYLE DEVELOPERS LLC
F.D. BOX 14011
NEW BERN, NC 28560
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