SW8100407_Current Permit_20100604

Ay"A
WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
June 4, 2010
Edward S. Turlington, Manager
Carolina Forest Apartments, LLC
P. O. Box 1027
Dunn, NC 28335
Coleen H. Sullins
Director
Subject: State Stormwater Management Permit No. SW8100407
Carolina Place Apartments at Carolina Forest
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Turlington:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Carolina Place Apartments at Carolina Forest on June 3, 2010. 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 100407 dated June 4, 2010, for the construction of the
subject project.
This permit shall be effective from the date of issuance until June 4, 2020, 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].
Sincerely,
Georgette Scott Stormwater Supervisor
Division of Water Quality
GDS/csb: S:IWQSISTORMWATERIPERMIT\100407.mayl0
cc: Jason A. Houston, P. E., Parker and Associates
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 one
Phone: [phone] FAX [phone]M 1 Customer Service:1-877-623-6748 NofthCarolina
Internet www.ncwaterquality.org 'jt, atur Ak
An Equal Opportunity 1 Affirmative Action Employer �/b� bb

State Stormwater Management Systems
Permit No. SW8 100407
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Carolina Forest Apartments, LLC
Carolina Place Apartments at Carolina. Forest
166 Terry Lee Lanier Drive, Jacksonville, 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') 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 June 4, 2020, 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 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 266,005 square feet of impervious area.
3. A 30' wide vegetative buffer must be provided adjacent all surface waters,
including impounded structures, streams, rivers and tidal waters.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
5. 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 common areas and required easements, in
accordance with the approved plans.
6. This project is part of a larger common plan of development permitted under
SW8 051061.
Page 2of7

State Stormwater Management Systems
Permit No. SW8 100407
7. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 16.02
Onsite, ft : 697,780
offsite, ft2: None
b. Total Impervious Surfaces, ft2: 266,005
Onsite, ft : 266,005
Offsite, ft2: None
C. Design Storm, inches: 1.5
d. Average Pond Design Depth, feet: 5.5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 44.0
gg Permanent Pool Surface Aret, ft2: 18,126
h. Permitted Storage Volume, ft : 36,478
i. Temporary Storage Elevation, FMSL: 45.7
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 2.52
k. Controlling Orifice: 3" 0 pipe
I. Orifice flowrate, cfs: 0.18
M. Permitted Forebay Volume, ft3: 23,100
n. Fountain Horsepower 1/3
o. Receiving Stream/River Basin: UT Half Moon Creek / WOK
P. Stream Index Number: 19-6
q. Classification of Water Body: "C;SW'
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.
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. 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.
Page 3of7

State Stormwater Management Systems
Permit No. SW8 100407
6. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/3 horsepower.
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 for inspection and maintenance shall be
maintained via appropriate recorded 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 development, subdivision, acquisition, lease or sale of any, 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. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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 100407
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the permittee or of the project, or a mailing address change, the
permittee must submit a completed and signed Name/Ownership Change Form
to the Division of Water Quality, accompanied by the supporting documentation
as listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
area in whole or in part, nor the conveyance of common area to a third party,
constitutes an approved transfer of the stormwater permit.
3. 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.
4. 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.
5. 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.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. 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.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 4th day of June 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for een H. Sullin , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 100407
Carolina Place Apartments at Carolina Forest
Stormwater Permit No. SW8 100407
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 specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 100407
Certification Requirements:
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 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 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 and located 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.
_16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

Permit Number: 10:�' �P� 7
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one i
This system (check one):
❑ does ® does not
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the
incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
How l will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
BMP element:
The inlet device: pipe or
swale
The forebay
The vegetated shelf
The main treatment area
(to be provided by DWQ)
Drainage Area Number:
Potential problem:
The pipe is clogged.
'1"ne pipe is cracked or
otherwise damaged.
Erosion is occurring in the
swale.
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Erosion has occurred.
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50% of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
How I will remediate the probl
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
F2ECEIVED
MAY 17 2010
BY:
--
Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 10.5 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 10 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
34.0 1
-----------------
FOREBAY
BASIN DIAGRAM
ill in the blanks)
Lft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 44.0
Pool
Sediment Removal Elevation 33.5----------- I Volume
Bottom Elevation
MAIN POND
:1�CEIVED
MAY 17 2010
Page 3 of 4
1-ft
Storage

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name: Carolina Place Apartments at Carolina Forest
BMP drainage area number:
Print name: Edward S. TurlinQton
Title: Manager
Address: P.O. Box 1027, Dunn, NC 28335-1027
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, (AI4`l . , a Notary Public for the State of
C , County of fiflrne-'f- I , do hereby certify that
QJ, personally appeared before me this 4
day of 1 O, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, `� J-�1 N - c4gj�
,O
J r rr;
:r ��TAIt
'P `� PUBLIC .'
����`1.C•U� `�.
' "1 2414
SEAL VMNI
My commission expires ) z — q., zo/ Z— ' f
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Zd /0
O 00
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph H - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Carolina Place Apartments at Carolina Forest
2. Location of Project (street address):
166 Terry Lee Lanier Drive
City: Jacksonville County: Onslow Zip: 28540
3. Directions to project (from nearest major intersection):
US 17 and NC 24 take US 17 North. Turn left on Western Boulevard (NCSR 1470)Turn right onto Carolina
Forest Boulevard. Turn right on Terry Lee Lanier Drive. Project is on the right
4. Latitude: 34' 48' 23" N Longitude: 77° 24' 38" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) . and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *prozride a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. 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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 16 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
'-k—;J!;1 VET
MAY 17 2010
Form SWU-101 Version 07July2009 Page 1 of 6

III. CONTACT U41URMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Carolina Forest Apartments, LLC
Signing Official & Title:Edward S. Turlington, Manager
b. Contact information for person listed in item 1a above:
Street Address: 100 Tilghman Drive
City: Dunn
State: NC Zip: 28334
Mailing Address (ifapplicable): P.O. Box 1027
City: Dunn State: NC Zip: 28335
Phone: ( 910 ) 891-5465 Fax: ( 910 ) 891-5566
Email: [e-mail]
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: Garland W. and Sue C. Tuton
Signing Official & Title:Garland W. Tuton
b. Contact information for person listed in item 2a above:
Street Address: 1000 Hunters Trail
City: Jacksonville State: NC Zip: 28541
Mailing Address (ifapplicable): P.O. Box 1066
City: Jacksonville State: NC Zip: 28541
Phone: ( 910 ) 577-1441 Fax: ( 910 ) 577-7319
Email: [e-mail]
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Phone: ( ) Fax:
Email:
4. Local jurisdiction for building permits:
Point of Contact:
Phone #:
Zip:
MAY 17 201
Form SWU-101 Version 07July2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Wet Pond
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
® Other: Carolina Forest Master Plan SW8 051061 Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ® Ph H — Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 16.07 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
16.07 acres
' Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landwardfrom the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 38 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four 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 JL
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
UT to Half Moon
Creek
Stream Class *
C; NSW
Stream Index Number *
19-6
Total Drainage Area (sf)
697,780
On -site Drainage Area (sf)
0
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sf)
266,005
% Impervious Area** (total)
38%
Impervious" Surface Area
Drama a Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
116,252
On -site Streets (sf)
126,760
On -site Parking (sf)
0
On -site Sidewalks (sf)
19,172
Other on -site (sf)
3,695
mAY 17 2010
Future (sf)
126
Off -site (sf)
0
BY:
Existing BUA*** (sf)
0
Total (sf):
266,005
* Stream Class and Index Number can be determined at: http://`h2o.enr.state.nc.uslbim.g re ports/reportsWB.html
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07July2009 Page 3 of 6

Impervious area is defined as the built upon area Including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
***jIZ ort only that amount of existing BUA that will remain after development. Do not report any existing
BUA that is to be removed and which will be replaced bynew BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Offtce staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://h2o.enr.state.nc.us/su/bmp_forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
ca�nnplete package iruludes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http:/ /h2o.enr.state.nc.us/su/bmp_forms.htm. The complete application package
should be submitted to the appropriate DWQ Office. (T'he appropriate office may be found by locating project on
the interactive online map at http://h2o.enr.state.nc.us/su/msi_maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp_forms.htm.
1. Original and one copyof the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to
http://www.envhelt).org/pages/onesWpTTress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h.
l•
k.
1.
In.
n.
Identify all surface waters on the plans by delineating the normal poo a on of
impounded structures, the banks of streams and rivers, the MHW or NHW fin a
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
Dimensioned property/project boundary with bearings & distances.
Site Layout with all BUA identified and dimensioned.
Existing 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 the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
Form SWU-101 Version 07July2009 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify, the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1598 Page No: 566
11. For corporations and limited liability corporations (LLQ Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
h!!p://www.secret2U.state.nc.us/Corporations/CSearch.asRx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
hffg://h2o.enr.state.nc.us/su/bml2 forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded properly restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed on
the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
ViII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Jason A. Houston, PE
Consulting Firm: Parker & Associates, Inc.
Mailing Address: P.O. Box 976
City: Jacksonville
Phone: ( 910 ) 455-2414
Email: [e-mail]
State: NC Zip: 28541
Fax: ( 910 ) 455-3441
IX. PROPERTY OWNER AUTHORIZATION (if Contactlnformation, item 2has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Garlard W. & Sue C. Tabopcertify that I
own the property identified in this permit application, and thus give permission to (print or type name ofperson
listedin Contactlnformation, item 1a) Edward S. Turlington with (print or
type name of organization listed in Contactlnformation, item 1b)Qu bLim Ftrest Pam, ll1b develop the
project as currently proposed. A copy of the lease agreement or pending property sales contract has been
provided with the submittal, which indicates the party responsible for the operation and maintenance of the
stormwater system.
RECEIVED
MAY 17 2010
B�:
Form SWU-101 Version 07July2009 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: ztl Uki 1 - Date: 5 - S' 1 o
I, 0J1 LAA v• 1 e.l� a Notary Public for the off Noah CarOlrM. County of
- Onbw do hereby certify that OZGI-r 14� W AM3Y 1 personally appeared
before me this 5+day of _ MOM aC)1 o . and ac wledge the due,�%ido of the application for
JAa stormwater permit. Witness my hand and official seal, amI(
Notary PubIIC
Onslow County
a My Commission Expires=
07106/2013
2 IN
-.,oRrH CAC ���`�.
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires
I, (print or type name of person listed in Contact Information, item 2) Edward S. Turlington
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 the
applicable stormwater rules under 15A NCAC 2Y.1000, SL 20�6-246 (Ph. H - Post Construction) or SL 2008-211.
Date: # /L - ID
I, , a Notary Publi for
► the State of County of
do hereby certify that J personally appeared
before me this day of an wl d e e ue ex on of the application for
a stormwater permit. Witness my hand and official seal,
U
SEAL
My commission expires J — Zy , Z�
MAY 17 2010
Form SW- 101 Version Muly2009 Page 6 of 6

Permit Mn.!wJ W O%
(4n her fro.Wd by DYM)
A-VFA
HCDEHR
�ro;ect na�� a
�.cntect parson
Phone nurnte•
vets
Drainage area number
at W ArE9
Q�
O �
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
n* harm mullbeAltsd oat, printedandaubmflfed:
The Real ked ba r Owekist (POIN) must be prkog AAbd oaf and aub milled aftx►g *0 arofft regrrked Fralior naAora.
8. DELI WORMATION
site Characteristics
Crainege srea
Impervious area, post -development
imcenr''ous
DeE°gn rain(al depth
Storage Volume. Non -SA Watara
Mir-T.Lm vat w raqutrad
Volume provided
Storage Volume: SA Watters
. SS _
iuuwtruUiT:B
Pre -development 1-yr, 24-hrnanotf
Post -development 1-yr. 24-hr rurtoff
Minimum volume required
NO POW CskIsulat°onc-
is Ire Preieost ccrlrol of the 1yr 24hrstam peak Raw ranuh49
1-yr, 244v rain1d depth
Rational C, pre -development
Rational C, post -development
Rainfall Intensity:1-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Postdevelopment 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow cool
�tavafona
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pod elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevatian
Sediment deanoul, top elevation (bottom of pond)
Sediment cleanout, bottom its- allom
Sediment storage provided
Is there additional volume 31CMJ above the state -required temp. ped.?
Elevation of the top of the additional volume
May ?e,
1
697,7eo f?
266.005 fe
38.12 %
1.5 In
34.287F fe OK
36A78 f e OK, volume provided is equal to or In excess of volume required.
nii
n (Y or NIF
3.5 in
0.30 (unitless)
0.53 (unifless)
7.201nibr OK
2.52 Ice/sec
22,95 if/sec
20,43 fie/sec
45.70 fmsl
44.00 fors]
NIA fins]
44.50 f'^sl
43.50 frr'sl Data not needed for calculation optlom #1, but OK if pW(W.
33.50 fral
31.50 fmsl Data not needed for calcrtalon option 91, bit OK fl provided.
2.00 ft _
N (Y or N)
fm5'.
Form SW401-Wet Detenacn Basin-Rew,W 7r0e POM I. a,11. Deign Summary, Page t of 2

Permit No. _
— (ro be p -'sr, by B!4h�)
a. DESIGN INFORMATION
Surface Amu Area, temporary pool 23,381 fe
Area REQUIRED, permanent pool 17,445 fe
SNDA rat!o 2 50 hadess',
Area PROVIDED, permanent pod, A ,,,y„ h
18,126 fl
OK
Area, bottom of 10R vegetated shelf, &.Low
11,232 Re
Arsa, sediment diesnout, top elevation (bottom of pond), AS„,,,,
4.132 R`
Voiunte3
Volume, tempwy ;Oct.
36,478 f
OK
Volume, permanent pool, V, ,,,,m
106.033 re
Volume, faebay (sum of forebays if more then one forebsy)
23.100 fe
Fo►ebay % of permanent pool volume
21.8% %
OK
SAIDA Table Data
Design TSS rernwwal
90 %
Coastal SAIDA Table Used?
_ y (Y or N)
MourrtaWiedmont SAM Table Used?
n (Y or N)
SAIUA istto
2.50 (unftw)
Average depth (used in SAIDA table):
Comdaton option 1 used? (See Fgwe 10.2b)
Y (Y or N)
Volume, permanent pool. Vw,,_"
106,033 Rs
Area provided, permanent pool, Av , ,,m
18,126 Rv
Average depth calcu!ated
5.80 R
OK
Averz,ge depth usec !n SiWi, de„ (.3cund to -c-orr,3l: 0.54)
5.5 R
OK
Cakulation cph'.on 2 uped? (See Figure i0-2b)
(Y or N)
Area proW&J, owwwrt ooc', A,.,r
18,120 f
Area; bo!tt ^ 0` ?UP vcye'2ted suet` Aal,
11,232 ftv
Ara, J d r^�ni ciconaul, 4 dewlion (boRorn o. pond), Abu ,a,,
4,132 fe
"Depth" (distance MY bottom e° Oil strsif slid top of sedimaM)
10.00 8
Average depth calculated
ft
Average depth used in SAiDA, c6, Nos:rtd to neast 0.511)
ft
oravwtown calweattons
Drawdown through odtce?
Wrnt ;i of cri T,e (if circular)
Ana of cdfw Fit rcra.° wllsr)
Coefficient of discharge (CD)
Odvig heed (fW
Dw.-, d^ mn through weir?
W&bw
Coefficient of discarge (C )
two aWeir (L)
DAft head (N)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Stoi4e vclurne d1rAarge rail (thm;-jh discharge oriBCe or weir)
Storage volume dnewd7na �ww
Addltonal Information
Vogelatcd side slopes
geIa r d shelf slope
Vagelatad shelfwidh
Length of Aowpeth to width ratio
Length to WM ralfo•
Trash rack for mdow 6 ortkie'!
Freeboard provided
Vegetated flier provided?
Recorded draftMa easerrW provIdaM
Ceputes all ranoFat ufitrree bu'id-out?
Drain mechanism for maintenance or emergencies is:
From! =401-Ptct Dwertion Bmhi-Rr .&W17le9
Y (Y or N)
3.00 in
�in2
0.60 (umtasss)
0.57 S
n (YorN)
(ass)
(1
a
fi
2.52 f?Isac
22.95 felaso
0.18 felsec
123 days
Q'K, draws dorm in 25 days.
3 :1
OK
10 :1
OK
10.0 R
OK
3 :1
OK
2.0 :1
OK
y (Y or N)
OK
_
2.34
OK
_u N �(Y or N)
OK
u r(Y or N)
OK
y _ (Y or N)
OK
Pump
Pats I. 8 n. DCW1 !h summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
11L REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
ti s Sheet No.
(r w, 1. Plans (1 ° 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
L 2. Partial plan (1 ° = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions, CEIVED
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and MAY 17 2010
Filter strip.
,emu,
3. Section view of the wet detention basin (1" 20' or larger) showing:
Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
unial� 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
�) on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
% entire drainage area is stabilized.
�r►�1 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
s�1 9. A copy of the doed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form 5W401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

Carolina Place Apartments at Carolina Forest
Stormwater Permit No. SW8100407
Onslow County
Designer's Certification
State Stormwate►; `pnagement Systems
�rmit No. SWS 100407
U"
t
I, JQS°^ A 14u,01,\ , as a duly registered PM�a,G . I &WAI-1-Y-in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full-
time) the construction of the project,
C,0ftI; M PI4M AN4Wk&tb (a UM_ �-
(Project)
for CMI:4, des a- � , c.r,.L (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 specifications:
cp@@6�6a9uA�®
® VT
Signature
°
m - za SUAL
° S IM 0
Registration Number - y 7 8
°
Cate ra°10/31
�
1/. � �•e�
DEC 0 6 2011
Pace 6 of 7

State Storr later Management Systems
Permit No. SW8 100407
Certification Requirements:
1.
4.
5.
6.
7.
8.
9.
10.
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system. -$
All roof drains are located such that the runoff is directed into the system.;P
The outlet structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
The permitted amounts of surface area and/or volume have been
provided.
Required drawdown devices are correctly sized and located per the
approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
The required system dimensions are provided per the approved plans.
All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
rv�_ ;'alt (&A#4C 4+ 9A.— d, Kt of C r 1s�
Paae 7 of 7