SW8080901_HISTORICAL FILE_20080905

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 O$ O g o I
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 c g p G 0 5
YYYYMMDD

F WATF
�Q 90 Michael F Easley Governor
7 William G Ross Jr Secretary
(• North Carolina Department of Environment and Natural Resources
'C Coleco H Sullins Director
Division of Water Quality
September 5, 2008
Garland W Tuton, Owner
PO Box 1066
Jacksonville, NC 28541
Subject Stormwater Permit No SW8 080901
Doris Place
High Density Project
Onslow County
Dear Mr Tuton
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Doris Place on September 5, 2008 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 080901 dated
September 5, 2008, for the construction of the subject project
This permit shall be effective from the date of issuance until September 5, 2018, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact Chris Baker, or me at [phone]
Slnc 1
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb S \WQS\STORMWATER\PERMIT\080901 sep08
cc Jason Houston, E I , Parker and Associates
Onslow County Building Inspections
Chris Baker
cWilmington Regional Office
Central Files
D�',�.'hCaro ma
dValurn)/y
North Carolina Division of Water Qunhty 127 Cardinal Drive Extension Wilmington NC 28405 Phone [phone]
Wilmington Regional Office Internet www ncwaterquality ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer —50%Recycled/10%Post Consumer Paper
Customer Service
1 877 623 6748

State Stormwater Management Systems
Permit No SW8 080901
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
Garland W Tuton
Dons Place
Dons Avenue, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until September 5, 2018, 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 in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 51,864 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 080901
6 The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
a
Drainage Area, 9cres
206
Onsite, ft
89,798
Offsite, ft2
None
b
Total Impervious Surfaces, ft2
51,864
c
Design Storm, inches
1 5
d
Pond Depth, feet
7 (3 16 avg)
e
TSS removal efficiency
85
f
Permanent Pool Elevation, FMSL
10
g
Permanent Pool Surface Area, ft2
5,057
h
Permitted Storage Volume, ft3
7,753
1
Temporary Storage Elevation, FMSL
11 2
I
Controlling Orifice
VO pipe
k
Permitted Forebay Volume, ft3
4,168
1
Fountain Horsepower, HP
N/A
m
Receiving Stream/River Basin
Mill Creek / White Oak
n
Stream Index Number
19 - 9
o
Classification of Water Body
"SC,NSW"
II SCHEDULE OF COMPLIANCE
1 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 surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and re -vegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 080901
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 Decorative spray fountains are only allowed when the permanent pool volume is
30,000 cubic feet or greater This wet detention basin volume is 15,969 cubic
feet therefore, spray fountains are not allowed for this wet detention basin
6 The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
13 The 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 080901
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
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) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this a 5th day of September, 2008
NORT CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen FT Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 080901
Dons Place
Stormwater Permit No SW8 080901
Onslow County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 080901
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

DWQ USE ONLY
JP
Date Received
Fee Paid
I Permit Number
-
{ - 3 !"
t'S 6 D 96 7
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)
Garland W and Sue C Tuton
2 Print Owner/Signing Officials name and title (person legally responsible for facility and compliance)
3 Mailing Address for person listed in item 2 above
City lacksonville State NC Zip 28541
Phone (910 ) 577-1441 Fax (910 ) 577- 7319
Email
4 Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
5 Location of Project (street address)
City lacksonville County Onslow Zip 28540
6 Directions to project (from nearest major intersection)
Take 17 North turn left onto Gum Branch Road, then left onto Doris Ave Project is on the left
7 Latitude 35' 46' 40" N Longitude 77' 25' 05" W of project
8 Contact person who can answer questions about the project
Name Jason A Houston, E I Telephone Number (910 ) 455-2414
Email 12aitext@bizec rr com
II PERMIT INFORMATION
1 Specify whether project is (check one) ®New
Form SWU-101 Version 03 27 08 Pagel of4

2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
-
3 Specify the type of project (check one)
❑Low Density ®High Density ®Redevelop ❑General Permit ❑Universal SMP ❑Other
4 Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
❑CAMA Major ®SedLmentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Wet Pond
2 Stormwater runoff from this project drains to the White Oak River basin
3 Total Property Area 3 44 acres 4 Total Wetlands Area 0 46 acres
5 100' Wide Strip of Wetland Area 0 46 acres (not applicable of no wetlands exist on site)
6 Total Project Area** 3 44 acres 7 Project Built Upon Area 34 6 %
8 How many drainage areas does the project have?l
9 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
For high density projects, complete the table with one drainage area for each engineered stormwater device
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Mill Creek
Stream Class & Index No
SC,NSW 19-9
Total Drainage Area (sf)
89,798
On -site Drainage Area (so
89,798
Off -site Drainage Area (sf)
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (sf)
51,864
% Impervious* Area (total)
578
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
21,289 S F
On -site Streets (sf)
0
On -site Parking (sf)
25,592 S F
On -site Sidewalks (sf)
4,983 S F
Other on -site (sf)
0
Off -site (so
0
Total (sf)
51,864 S F
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
**Total project area shall be calculated based on the current policy regarding met usu a a n area
percentage calculation This is the area used to calculate percent project built a on area BL1
CFp 0 ? 2008
Form SWU-101 Version 03 27 08 Page 2 of

10 How was the off -site impervious area listed above derived?
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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 Forms canbe
downloaded from http //h2o enr state nc us/su/bmp forms htm - deed restrictions
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 Forms can be downloaded from http M12o enr state nc us/su/bmp forms htm
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
,SFP 0 4 2008
Form SWU-101 Version 03 27 08 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 Office (Appropriate office maybe found by locating project on the
interactive online map at hup //h2o cnr state nc us/cu/msi maps him)
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 Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), 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 (ex designing engineer or firm)
Designated agent (individual or firm) Jason A Houston, E I of Parker & Associates, Inc
Mailing Address
City Jacksonville
Phone (910 ) 455-2414
Email paitext@bizec rr com
VIII APPLICANT'S CERTIFICATION
State NC Zip 28541
Fax (910 ) 455-3441
I, (print or type name of person listed in General Information, item 2) Garland W Tuton
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
Signature
Form SWU-101 Version 03 27 08 Page 4 of

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PARKER & ASSOCIATES, INC. Shapfna Hor1gohS
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street . P O Box 976
Jacksonville, NC 28541-0976
[phone] • Fax [phone]pmrrrprr�•
ARQ
DORIS PLACE 0�� ., .0. i7ti9'••,
JACKSONVILLE, NORTH CAROLINA ? �4QOEESSIp,9!
_= SEAL
STORMWATER WET DETENTION POND 14575 i
ENGINEERING CALCULATIONS
uN`
AUGUST 2008 �'rprunn
$-2$-0 8
1 AREA
Total Drainage Area 89,798 SF
Impervious Area
Buildings, Streets, and Sidewalks 51,864 SF
Percent Impervious = Impervious = 51,864 = 57 8 %
Total 89,798
2 PERMANENT POND SURFACE AREA
From Table 10-4 from NCDENR Stormwater BMP Manual for 60 % impervious,
3 0 average basin depth with Vegetative Filter (85% TSS Removal) Yields
SA/DA = 5 00%
89,798 SF x 5 00 % = 4,490 SF surface area required
Top of permanent pond elevation is 10 0
Area at 10 elevation = 5,057 SF provided OK
EMAII ADDRESS TEY r MESSAGFS TOyaitextaibnec rr com MAPS AND PLANS TO paid raf(a�bizee rr com
/ ♦ ENVIRONMENTAL ENGINEERING ♦ STORMW ATER, WATFR AND WASTEWATER SYSTEMS
♦ FEASIBILITY AND DEVELOPMENT CONSUI TING ♦ CLOBAL POSITIONING SURVE\S ♦ SUBDIVISION AND CONS rRUC HON PLANS

ENG-2
3 TEMPORARY DETENTION STORAGE VOLUME
Retain 1 5' of runoff from area draining to pond
Use Schueler "Simple Method" from Stormwater Best Management Practices
Manual
RV = 0 05 + 0 009 (1)
RV = Runoff coefficient (inch per inch)
I = Percent Impervious
RV = 0 05 + 0 009 (57 8) = 0 57 inch / inch
Find Temporary Water Quality Volume
V = (Design Rainfall) (RV) (Drainage Area)
_ (1 5 inch) (0 57 inch / inch) (1 ft ) (89,798 SF)
(12 in )
= 6,398 CF Required
4 TEMPORARY WATER QUALITY STORAGE VOLUME
Use 1 2 Ft Temporary Pool
Area at 10 elevation (permanent pond) = 5,057 SF
Area at 10 5 elevation (vegetated shelf) = 6,564 SF
Average Area = 5,810 SF
Storage Vol = 5,810 SF x 0 5 Height = 2,905 CF provided
Area at 11 2 elevation = 7,288 SF
Average Area = 6,926 SF
Volume = 6,926 SF X 0 7 height = 4,848 CF
Total Storage Volume = 2,905 CF + 4,848 LF
= 7,753 CF provided
7,753 CF provided > 6,398 CF required OK

ENG-3
5 RELIEVE TEMPORARY WATER QUALITY VOLUME IN 2 TO 5 DAYS
Q = Cd A 2gh (onffce equation)
Q = 6,398 CF - 2 days = 0 037 CFS
Q = 6,398 CF - 5 days = 0 0148 CFS
Cd=060
g = 32 2 fUsec
h = 0 6 average height
For 2 Day Release
Solve For A = Q = 0 037 = 0 0099 SF
Cd 2gh (0 6) 2(32 2)(0 60)
Solve for Orifice Diameter, D
A=00099SF=rrRI
R=0056ft=0671nch
D=13inch
For 5 Day Release
Solve For A = Q = 00148 = 0 0039 SF
Cd 2gh (0 6) 2(32 2)(0 6)
Solve for Orifice Diameter, D
A=000039SF=nR2
R=00112ft=0131nch
D = 27 inch
Use 1 0 inch diameter orifice
0 if

ENG-4
6 Forebay Volume
Main Bay Area at Elevation 10 0 =
3,898 SF
Bottom of Vegetative Shelf Elevation 9 5 =
2,695 SF
Average Area =
3,296 SF
Volume = 3,296 SF X 0 5 Ft =
1,648 CF
Main Bay Area at Elevation 9 5 =
2,695 SF
Main Bay Area at Elevation
Bottom of Pond 3 0 =
429 SF
Average Area =
1,562 SF
Volume = 1562 SF X 6 5 Ft =
10,153 CF
TOTAL MAIN BAY VOLUME
11,801 CF
Forebay Area at Elevation 10 = 1,159 SF
Forebay Area at Elevation 3 = 32 SF
Average Area = 595 5 SF
Volume = 595 5 SF X 7 Ft = 4,168 CF
Forebay Volume shall contain approximately 20% of the total permanent
pond volume
Permanent Pool Volume= Mainbay & Forebay = 11,801 CF + 4,168 CF
= 15,969 CF
Forebay Volume = 4,168 CF
v l-+:1
SFP 0 /
4 2008 /

ENG-5
FOREBAY VOLUME / PERMANENT POOL VOLUME
= 4,168 CF / 15,969 CF = 26 1 % O K
7 Mean Pond Depth
Main Bay Mean Depth
Volume (from above) = 11,801 CF
Surface Area Main Bay (from above) = 3,898 SF
Mean Depth = 11,801 CF = 3 027 Ft
3,898 SF
Forebay Mean Depth from Permanent Pool to bottom of Forebay
Volume (from above) = 4,168 CF
Surface Area(from above) = 1,159 SF
Mean Depth = 4,168 CF = 3 6 Ft
1,159 SF
Weighted Mean Depth of Whole Pond
Forebay = 26 1 %
Main Bay = 73 9%
Mean Depth = (3 6 Ft X 26 1 %) + (3 027 Ft X 73 9%)
Mean Depth = 3 18 Ft
cl JAH Dons calos
r VI
SFp 0 4 2008

z--2P
Pond
cFP r�T�FD
Subcat Reach On Link Drainage Diagram for Dons Place
Prepared by Parker 8 Associates Inc Printed 8/20/2008
FHOOCAD(D 8 50 s/n 005202 © 2007 HydroCAD Software Solutions LLC

Doris Place
ed by Paikei R Associates, Inc
Type 1124-ht I Ycai 24-HR Rainfall=353"
Printed 8/20/2008
Solution~ LLC
Summary for Pond 2P Pond
Inflow Area =
2 061 ac,
57 76% Impervious,
Inflow Depth > 0 97" for 1 Year 24-HR event
Inflow =
4 09 cfs a
11 97 hrs, Volume=
0 167 of
Outflow =
0 03 cis o
20 00 Ins, Volume=
0 016 at, Atten= 99%, Lag-- 481 9 nun
Primary = 00
3Tcfs a 20 00 hrs, Volume= 0 016 of
PoS�- beudepmen} Oocwat nL1e., lyr -,; lkn SUM
Routing by Stor-Ind method, Time Span= 5 00-20 00 Ins, dt= 0 02 hrs
Peak Elev= 11 04' a 20 00 ]its Surf Area= 7,119 sf Storage= 6,585 cf
Plug -Flow detention time=262 2 min calculated for 0 016 of (10% of inflow)
Center-ol-Mass det tune= 157 2 min ( 967 3 - 810 1 )
Volume
Invert Avail Storage Storage
Description
#1
1000,
22,644 cf Custom Stage Data (Prismatic) Listed below(Recalc)
Elevation
Surf Area
Inc Store
Cum Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
1000
5,057
0
0
1050
6,564
2,905
2,905
11 00
7 078
3,411
6,316
1200
8,150
7 614
13,930
1300
9,278
8,714
22,644
/ OuT14 P. Pe -
Device Routing Invert Outlet Devices
#1 Primary 8 00' 18 0" x 34 0' long Culvert CMP square edge headwall, Ke= 0 500
Outlet Invert= 7 00' S= 0 0294 7' Cc= 0 900 n= 0 024 ou8{e} S�+ueiurt
#2 Device 1 11 20' 2 00' x 2 00' Honz Orifice/Grate Limited to weir flow C= 0 600
#3 Device 1 10 00' 1 0" Vert Orifice/Grate C= 0 600 E-- 1 0" dr pet
#4 Primary 11 60' 15 0' long x 5 0' breadth Broad -Crested Rectangular Weir
Head (feet) 020 040 060 080 100 120 140 160 180 200 250 300
3 50 4 00 4 50 5 00 5 50
s?' Iltrny Coef (English) 2 34 2 50 2 70 2 68 2 68 2 66 2 65 2 65 2 65 2 65 2 67 2 66
2 68 2 70 2 74 2 79 2 88
Primary OutF1o" Max=O 03 cis @ 20 00 firs H W=11 04' (Free Discharge)
Culvert (Passes 0 03 cis of 11 88 cis potential flow)
2=0rifice/Grate ( Controls 0 00 cis)
3=Orifice/Grate (Onlice Controls 0 03 cis @ 4 81 fps)
=Broad -Crested Rectangular Weir ( Controls 0 00 cis)
SFp 0
4?008

Doris Place lipt, 11 24-hr l ur 24-11R Rainlall- 3.5,i "
Prepared by Paiker&. Associates. Inc. Printed �ti 20 2008
1 kdni('A[),11 S,50 , 11 005202 1 200' 1 lvdr,,CAI) Sottwaje Solution, Ll PaLe 2
Pond 2P: Pond
Inflow Area=2.061 ac
Peak Elev=11.04'
Storage=6,585 cf
5 6 7 b 9 1 (i 11 12 13 14 is 16 17 1 h 19 2D
Time (hours)

Doris Place Tree H 4-hrlq }car 24IIRRuinlall =6 03"
Prepared by Parker S Associates, Inc -- Printed s 20200x
fhdroC,1D s.50 ., n 0t15202 � '_00711vdroCAD Software Solution, 1,1 Paul 3
Summary for Pond 2P: Pond
Inikn, rhea - 22061 aC 76",, Impervious Inflow Depth = 3.15" for 10 Yew 24-1IR cvem
pillow = 12.9S cts tp I L96 hrs. Volume = 0.541 al'
Outflow = 5.74 cis ,n- 12.05 hrs, V01umC= 0.35E el; Atten- 56",, I a, 5.5 min
Pninar' = 5.74 ef,:6 12.05 hrs. Volume- 0355 of
Routing by Stor-Ind mcihod, l imc Span= 5.00-20.00 hrs, di- 0.02 Ivs
Peak I:lc\ 1 L.56' a 12.05 his SUrf.Aiea= 7,6H 1 sl Storage 10,465 of
Plug -Flow detention lime- 124.7 min calculaled for 0.355 af(661',,, of inflow)
C'Cnter-of-Ma,, det. time- 53.4 min ( 537.6 - 785.3 )
Volumc Invui Acail.Storage Storage Description
I 10.00' 22.644 cf Custom Stage Data (Prismatic) Listed below (Rcealc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (,q-tt) (cubic -feet) (cubic -feet)
IIL00 5,057 0 0
10.5O 6.564 2.905 2.905
1 1.00 7,075 3.41 1 6, + 16
12.00 S.150 7,614 13.930
13.00 9,275 5.714 22,644
Device Routing linen Outlet Dcaices
I Primary 190' 18.0" x 34.0' Tong Culvert CMI', square edge headv+a1L Ike- 0.500
Outlet Invert= 7.00' S= 0,0294 "' Cc - 0.900 n= 0.024
_ Devicc 1 1 120' 2.00' x 2,00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
Dcv ice I 10,00' 1.0" Vert. Orifice/Grate C= 0,600
j�4 Primary 1 1.60' 15.0' long x 5.0' breadth Broad -Crested Rectangular Weir
I ead (fect) 0.20 0.40 0.60 0.50 1.00 1.20 1.40 1.60 1.80 2.00 2.50 100
3.50 4.00 4.50 5.00 5.50
Coei'. (English) 2.34 2.50 2.70 2.68 2.6S 2.66 2,05 2.65 2.65 2.65 2.67 '.66
2.6S 2.70 2.74 2.79 2.85 -
rimarr' OutFlo" Max=5.70 cis {a 12.05 his HNV: 1156' (Free Discharge)
=Culvert (Passes 5.70 cts of 13.04 cis potcntal Ilow) -
2=0rifice/Grate (Weir Controls ,.67 cfs au 1.96 fps)
L3=Orifice/Grate (Orifice Controls 0 0- cis fig 5 93 fps)
=Broad -Crested Rectangular Weir (Controls 0.00 cfs)

Doris Place 7ipc11_'4-hr11)Scar24-11R Rabdall=6_63
Prepared h% Parker R AS,oclates, Inc. Printed 3;20=20m
IIadIo( AD I� 8 50 . n 00S'0) , 200? IIN dro( AD Sof fare Solution, LI C Pace 4
Pond 2P: Pond
I Iydrog rapt,
F i,r,o,v
14 I 7., 's] IN Pnmary
,, Inflow Area=2.061 ac
Peak Elev=11.56'
10 Storage=10,465 cf
ti 7 8 9 i0 11 1" 73 14 15 16 17 18 19 20
Time (hours)

Doris Place T171r1124-ki'100 )car_'4}7RRainlall=ll.ilY,
Prclimcd by Parker :associates. Inc. - Primed 5 20 2005
I IvdroCAD 5.50 , n 005202 , 2007 I IN bo( AD Solw are Solutions LL( Pawc. 5
Summary for Pond 2P: Pond
lullo(+- Area - 2.061 ac, 57.76", lmperviuus. Inflow Dcptll = 704" tier 100 Year 24-HR even)
Inflow _ 2-1 77 ch a 1 1.96 hrs. Volume= 1.209 of
Outilon' - 24.19 0'. a 12.00 hrs, Volume = 1,023 at. Altus = 13"��, 1 aw= 12 min
Piimarc - 24.I9 cls ut 12.00 hrs. Voluma= 1.023 of _
Routing 1)5v Sloe -Ind method. Time Span= 5.00-20.00 Irs, (It- 0.02 hrs
Peak HeN= 12.02''a 12.00 hrs Sud.Area= S 170 sf Storage-- 14,077 cf
Plu�-Flog( detuuion time 70
.2 min calculated fhr 1 (123 uf(85°,"of milow)
Centerol' Mass dct tine= 22() min ( 79 .0 - 767,3 )
V041111e Myer[ Avail.Slorawe Stora-pe Description
t;I IO.00' 22,644 cf Custom Stage Data (Prismatic) Listed below(Recalc)
Flex.ation Surt:Arca Inc.Storc ('um.Storc
(fret) (sq-0) (cubic -feet) (cubic -legit)
I O.00 5,057 0 0
10.50 0,564 2,905 2,905
11,00 7,07N 3.411 6,316
12.00 8.150 7.614 t3,930
13.00 927R R.714 22.644
Device Routing Invert Outlet Dcvices
41 Pnmara 5.00' 18.0" x 34.0' long Culvert CMP, square edge hcadwall, Ke- 0.500
(Outlet Invert- 7.00' S=- 0.0294 "' Cc- 0.900 n= 0.024
-2 Device I 11.20' 2.00' x 2.00' floriz. Orifice/Grate Limited to weir flow C= 0,600
Device I 10.00' 1.0" Vert. Orifice/Grate C=0.600
g4 Primary 11.60' 15.11' long x 5.0' breadth 13rond-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 O.SO 1,00 120 1.40 1.60 LSO 2.00 2.50 3.00
,.50 4.00 4.50 5.01) 5.50
Coct: (English) 2.34 2.50 2.70 2.6R 2,08 2.66 265 2.65 2.65 2.65 ? (i7 2.66
2.6N 2.702.74 2.79 2.55
Primary OutFlo" Ma.x=24.09 cfs i 12.00 hrs HW-12.02' (Free Discharge)
Culvert (13ancl Control, I 19C cf (j 7.91 fps)
2=Or i(ice/Gr ate ( Passe, < 17.39 cfs potemial flow)
3=0rifice/Grate (Passe 0.04 cfs potential ll(w)
=Broad -Crested Rectangular Weir (Weir Controls 10.11 cfs ire 1.62 fps)
aY p
(fay .

Doris Place Type 11 ?d-hr 100 }'(ar- 2a-11R Rainfidl- 11 3t)"
Prepared by I)aiket & Associates. Inc. Primed 5 20 1-008
II�(it o(ADk R50 sn0g502 , 20071IN(11-AADSoth+'.,JeSitlwronsIL( Page6
Pond 2P: Pond
Hydrograph
FM I,flo.v
Inflow Area=2.061 ac
Peak Elev=12.02'
22 Storage=14,077 cf
L
6 7 A y tp 11 12 1i 14 15 1el 17 18 19
Time (hours)

Stormwater Narrative
DORIS PLACE
Dons Place is a 34-lot, high density, townhouse development The project
drains to the Mill Creek which is classified as C, NSW waters The project
boundary has a Total Area of 3 44 acres The project area or area that is tributary
to the wet pond is 2 06 acres All Project Built Upon Areas will dram into the pipe
network and pond For additional information, please refer to the Stormwater
Management Permit Application Form, the Wet Detention Basin Supplement
Operation ad Maintenance Agreement and the Engineering Calculations
CI JAH Dons SW nar

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street . P O Box 976
Jacksonville, NC 28541-0976
[phone] + Fax [phone]
September 3, 2008
Mr Chris Baker
NCDENR— Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
RE Dons Place
Onslow County
EXPRESS STORMWATER
SUBMITTAL
Dear Mr Baker,
Please find enclosed the following items related to the above referenced project
Two (2) copies of the plans (Sheets 1,2,4,7 and 9 of 9)
One (1) original and one (1) copy of the Stonnwater Management Permit
Application Form
One (1) original Wet Detention Basin Supplement
One (1) ongmal Wet Detention Basin Operations & Maintenance
Agreement
Wet Detention Pond Calculations
Stonnwater Narrative
One (1) check # 7913 in the amount of $4000 00 for the Express Review
Fee
If you have any questions or need additional information please contact me
Sincerely,
PARKER & ASSOCIA'
J on A H /ston
Enclosures
xc Garland and Sue Tuton (w/paperwork)
CF (P), LAM
JAH/mn
C2 JAH Baker (9 3 08)
EMAIL ADDRESS TENT MESSAGES 70 oanextna b¢ec rr com MAPS AND PLANS TO aaidraft(n),brzec rr eom
/ ♦ ENVIRONMENTAL ENGINEERING ♦ STORMWATER WATER AND WASTEWATER SYSTEMS
f FEASIBILITV AND DEVELOPMENT CONSULTING ♦ GLOBAL POSITIONING SURVEYS * SUBDIVISION AND CONSTRUC710N PLANS

Re Dolly Place
Subject Re Doris Place
From "Parker & Associates, Inc " <paitext@bizec rr com>
Date Wed, 27 Aug 2008 16 40 17 -0400
To "Janet Russell" <Janet Russell@ncmail net>
That time is great
We will see you then
Jason A Houston, E I / ads
Parker & Associates Inc
[phone]
--- - Original Message -----
From Janet Russell
To Jhouston(cDBIZEC RR COM Parker & Associates, Inc mtuton(a)-ec rr com
Sent Wednesday August 27 2008 4 22 PM
Subject Doris Place
*Doris Place*
August 27, 2008
The Express Stormwater Submittal Meeting for Doris Place has been
scheduled with *Chris Baker on September 4, 2008 at 10 00 AM *here in
the Wilmington Regional Office, 127 Cardinal Drive Ext The applicant
or his representative must attend the meeting
Please review the submittal requirements, attached Of particular note,
please submit the plans folded (9"x 14") so that they will tit into our
new file system
Please respond ASAP to confirm and reserve the meeting time and date
Thanks,
Janet Russell
Express Permitting
I of 1 8/27/2008 4 50 PM

Re Doris Place
Subject Re Doris Place
From "Parker & Associates, Inc " <partext@bizec rr com>
Date Wed, 27 Aug 2008 10 28 53 -0400
To "Janet Russell" <Janet Russell@ncmail net>
Ms Russell,
We are both available anytime on Thursday, Sept 4
Is that day a possibility?
Thank you,
Jason A Houston, E I
Parker & Associates, Inc
[phone]
----- Original Message -- From Janet Russell
To Parker & Associates, Inc
Sent Tuesday August 26 2008 3 56 PM
Subject Re Doris Place
Thank you - that's the best idea
Parker & Associates, Inc wrote
> Ms Russell,
> Thank you for your reply
> Unfortunately, I have an obligation on that Toes morning
> If acceptable, I will email you back soon with possible alternative
> dates that our Client and I are available
> Jason A Houston, E I / ads
> Parker & Associates, Inc
> [phone]
> ----- Original Message -----
> *From * Janet Russell <mailto Janet Russell(@ncmail nev
> *To * Parker & Associates, Inc <mailto paitexQbizec rr com> ,
> Jhouston(a-)BIZEC RR COM <mailto Jhouston c BIZEC RR COM>
> *Sent * Tuesday, August 26, 2008 3 39 PM
> *Subject * Doris Place
> August 26, 2008
I of 2 8/27/2008 11 24 AM

Re Doris Place
Subject Re Dons Place
From "Parker & Associates, Inc " <paitext@bizec rr com>
Date Tue, 26 Aug 2008 15 50 05 -0400
To "Janet Russell' <Janet Russell@ncmail net>
Ms Russell,
Thank you for your reply
Unfortunately, I have an obligation on that Tues morning
If acceptable, I will email you back soon with possible alternative dates that our Client and I
are available
Jason A Houston, E I / ads
Parker & Associates, Inc
[phone]
----- Original Message -----
From Janet Russell
To Parker & Associates, Inc Jhouston(o)BIZEC RR COM
Sent Tuesday August 26 2008 3 39 PM
Subject Dons Place
August 26, 2008
*Doris Place*
Jason
The Express Stormwater submittal meeting has been scheduled with *Chris
Baker on Tuesday, September 2, 2008 at 10 00 AM* here in the Wilmington
Regional office The applicant or his assistant is required to attend
the meeting
Please review the submittal requirements, attached Also, please note
that plans should be submitted folded to 9" x 14" to fit our new file
system
Please respond within 2 business days to reserve and confirm the
submittal meeting date / time
Thank you,
Janet Russell
Express Coordinator
1 of 1 8/26/2008 3 56 PM

about blank
August 26, 2008
Dons Place
Jason
The Express Stormwater submittal meeting has been scheduled with Chris Baker on September 2,
2008 at 10 00 AM here in the Wilmington Regional office The applicant or his assistant is required to
attend the meeting
Please review the submittal requirements, attached Also, please note that plans should be submitted
folded to 9" x 14" to fit our new file system
Please respond within 2 business days to reserve and confirm the submittal meeting date / time
Thank you,
Janet Russell
Express Coordinator
I of 1 8/26/2008 3 38 PM

d On )�zN4S
North Carolina Department of Environment and
©'A�n Natural Resources
Request for Express Permit Review
NCDENR
FILL-IN all the Information below and CHECK the Permrt(s) you are
Coordinator along with a completed DETAILED narrative, site plan i
of the project location Include this form In the application package
For DENR Use ONLY
Reviewer G$
Submit G/g
Time 10 ao
Confirm
for express review FAX or Email the completed form to Express
• Asheville Region -Alison Daivrdson 828.2964698,alison davidsonfncmail net
• Fayetteville or Raleigh Region -David Lee 919-791.4203, david IeeNncmail net
• MooresvilleA-Patrick Grogan704-663.3772orPatrick gropanDncmailnet
• Washington Region -Lyn Hardison 252 946-9215 or Ivn hardison®ncmail net
• Wilmington Region -Janet Russe11910-350.2004 or tanet russellOncmad net
NOTE Project application received after 12 noon will be stamped in the following work day
Project Name DORIS PLACE County ONSLOW
Applicant GARLAND W TUTON Company GARLAND W AND SUE C TUTON
Address P 0 BOX 1066 City JACKSONVILLE State NC Zip 28541
Phone [phone] Fax [phone] Email _
Project is Drains into MILL CREEK waters Project Located in WHITE OAK River Basin
Engineer/Consultant JASON A HOUSTON, E I Company PARKER & ASSOCIATES, INC
Address P 0 BOX 976 City JACKSONVILLE, State NC Zip 28541
Phone [phone] Fax [phone] Email pait95bizec rr coin
(Check all that
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER
nE C E I V ED
AUG 2 5 2008
DWO
PROJ #
❑ Stream Origin Determination If of stream calls - Please attach TOPO map marbng the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density Curb & Gutter _ It Curb Outlet Swales ❑ Off site [SW (Provide permit If)]
E High Density Detention Pond 1 # Treatment Systems ❑ High Density Infiltration _ #Treatment Systems
❑ High Density -Bio Retention _ # Treatment Systems ❑ High Density-Constructwe Wetlands _ # Treatment Systems
❑ High Density Other _ # Treatment Systems ❑ MODIFICATION SW _ (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed (CK It (tor DENR use))
WETLANDS QUESTIONS MUST SE ADDRESSED BELOW
❑ Wetlands (401/ Check all that apply
Wetlands on Site E Yes ❑ No
Wetlands Delineation has been completed E Yes ❑ No
US ACOE Approval of Delineation completed E Yes ❑ No
404 Application in Process w/ US ACOE ❑ Yes E No
Permit Received from US ACOE ❑ Yes E No
Fee SDIrt for muftle oermrts (Check #
Isolated wetland on Property ❑ Yes E No
Buffer Impacts E No ❑ YES acres)
Minor Variance E No ❑ YES
Major General Variance E No ❑ YES
401 Application required ❑Yes E No If YES ❑ Regular
Perennial, Blue line stream etc on site ❑ yes ❑ No
For DENR use only
Total Fri dmniint
SUBMrTTAL DATES
1 Fee
SUBMrrTAL DATES
Fee
CAMA
$
Variance Mel, El Min)
$
SW ❑ HD, ❑ LD ❑ Gen
$
401
$
LDS
$
Stream Deter,_
$

S'TORMWA'TER NARRATIVE
1 General Information
a Name of Project
DORIS PLACE
b Street Address, City, County
From intersection of US 17 and 24, take 17 North then turn left onto Gum
Branch Road, then left onto Dons Ave Project is on left
c Acres in Tract
344
d Acres being disturbed
26
e Acres in Wetland
046
1 Wetlands Must Be Delineated & Sign -Off Obtained From The Corps —
Completed
2 Proposed Wetland Impacts Require Permits From Corps & DWQ
No
f Ownership Information From NC Secretary of State Web Site
Garland W and Sue C Tuton
g Description of Development Proposal
Dons Place is a 34 lot High Density Townhouse Subdivision Site is a mix of
wooded and previously developed parcel
1 Previously or Existing Permits
None
2 Tax Parcel ID Number
442-17,442-16
h Pre — 1988 Built Upon Area, if applicable (� E C E ( V E D
U^u( A;IG 2 5 2008 IIII

13,350 SF for old building and parking
Discuss Phasing of the Project & Stormwater Facilities when applicable
n/a
Discuss Proposed Waster Water Treatment & Water Supply
City of Jacksonville Sewer and Water
k Identify Historical Sites & Projects Being Funded With Public Monies
n/a
l Disclose Any/All Non -Compliance Issues with DENR Agencies
n/a
2 Stormwater Information
a Provide River Basin, Stream Classification & Index Number for All water Bodies
On or Adjacent To The Project or Closest to The Project Area
Mill Creek
SC, NSW, 19-9
b Identify Whether the Stormwater Design is High Density or Low Density,
Commercial or Residential, State Stormwater or NPDES Phase II, Address Vested
Rights When Applicable, Identify Pockets of High Density
High Density
Residential
NPDES, Phase II
c Proposed Total % Impervious Surface
34 6%
d Number of Proposed Treatment Measures, Type(s) of Collection System
1 wet pond
e Will All Built Upon Area Be Collected
R
E C E I V ED
yes
AUG 2 5 2008
DWO
PROJ 4

f Identify Whether or Not the Project Has Buffer Requirements & Whether or Not
Development Is Proposed Within A Buffer
no
g Discuss Coastal Management Areas of Environmental Concern When Applicable
n/a
h Disclose Whether or Not Off -Site Runoff Is Coming Onto The Site or Into The
Proposed BMP
no
i Discuss Whether Road Construction Across Other property Is Necessary To
Access This Project
no
J If An On -Site Evaluation Of The Soils Has Been Done, Discuss Infiltration Rates,
Seasonal High Water Table, etc, and Include Date of Site Evaluation This Is
Required For Infiltration Protect)
n/a
C 1 forms stormwater donsplace gen info nar
nE C E I V ED
I�lnllf AUG 2 5 2008
DWQ
PROJ #

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