SW7080407_CURRENT PERMIT_20140106

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
El COMPLIANCE EVALUATION INSPECTION
DOC DATE
/ Z4(2 a(o
YYYYMMDD

A kT �- A
Ga
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
Pat McCrory, Governor
John E. Skvada, III, Secretary
January 6, 2014
Timberlands East, LLC
Attn.: Zachary Taylor, Manager
PO Box 12006
New Bern, NC 28561
Subject: Stormwater Permit No. SW7080407 — Ownership Change
Waterford Landing
High Density Project
Craven County
Dear Mr. Taylor:
The Washington Regional Office received a complete Stormwater Management Permit
Ownership Change Form for Waterford Landing on December 18, 2013. 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. SW7080407 — Ownership Change, dated January 6, 2014, for
the construction of the subject project.
This permit shall be effective from the date of issuance until December 30, 2021, shall
void Permit No. SW7080407 dated April 21, 2008 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. The originally approved plans (approved on April 21, 2008) are
still in effect and shall be transferred to Timberlands East, LLC.
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, 6714 Mail Service Center, Raleigh, NC
27699-6714. 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 Samir Dumpor, at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] / FAX: [phone]
Internet: http://www.portal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity / Affirmative Action Employer - 50%Reayc1ed110% Post Consumer Paper

SD: G:\LR\SWP\SD\SW7080407-Ownership Change
cc: Craven County Building Inspections
(/Washington Regional Office

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
Timberlands East, LLC
Waterford landing
Craven County
FOR THE
construction, operation and maintenance of 2 wet ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwaterrules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Energy, Mineral, and
Land Resources (Division) and considered a part of this permit.
This permit shall be effective from the date of issuance until December 30, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 460,643 square
feet of impervious area (total for both ponds).
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

6. The following design criteria have been provided in 2 wet ponds and must be
maintained
at design condition:
POND #1
POND #2
a.
Drainage Area, acres:
15.06
3.81
b.
Total Impervious Surfaces, ft2:
371,382
89,261
C.
Pond Depth, feet:
5.0
7.50
d.
TSS removal efficiency:
90%
90%
e.
Permanent Pool Elevation, FMSL:
22.00 ,
20.00
f.
Required Permanent Pool Surface Area, ft2:
32,135
6,600
g.
Provided Permanent Pool Surface Area, ft2:
35,106
8,089
h.
Permanent Pool Volume, ft3:
115,485
28,741
i.
Temporary Storage Elevation, FMSL:
22.76
20.74
j.
Required Storage Volume, ft3:
30,559
7,385
k.
Provided Storage Volume, ft3:
30,559
7.385
I.
Controlling Orifice:
2.5"0 pipe
1.75" 0 pipe
M.
Receiving Stream/River Basin: UT to Neuse
River / Neuse
River Basin
n.
Stream Index Number:
27-(85)
o.
Classification of Water Body:
"C; Sw, 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 times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of 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

4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of the Division. 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 voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
12. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
Page 4 of 7

In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division, 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, 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 reissuance 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.
10. This permit shall be effective from the date of issuance until December 30, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 6th day of January, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7080407
Page 5 of 7

Waterford Landing
Stormwater Permit No. SW7080407
Craven 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

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 Washington Regional Office
Craven County Building Inspections
Page 7 of 7

] State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit /Number:
2. Project Name: WA+01Avd LojI
3. Current Permit Holder's Com
4. Signing Official's Name: _
5. Mailing Address: 5-00
City:
,s l✓ 7o8o407
Name/0rg� niz tion: Ff1�'R� GYv°`,lG-
(y"AlS7c'A� Title: NMPy
iiG Zip: 27 W
6. Phone: (m4 ) 3y9- ff72- Fax: 3( 3( ) H-7- Oolza
It. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: % li�lhev AAJ> !�---A S�, LL
2. Proposed permittee's signing official's name: �,gr�192
3. Proposed permittee's title:/ H/IkA�er
4. Mailing Address: /' O 6 P/ 12 PO6
City: New eeVN State: /V e- zip:
Phone: Z( Q ) g/,33-Sio6 Fax: (ZS-2I E33/-2 9.3 6'
I l
5. New Project Name to be placed on permit: AkIlAPd 1-AAd )A -'I
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
® The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed) V
❑ Developer (Complete Property Owner Information on page 4)
DEC 18 2013
SSW N/O Change Rev24Sept2012 Page 1 of 4

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
✓ 1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
t4iA 3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
✓ 5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
N A 6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, the current permittee, am submitting this application
for a transfer of ownership for permit # . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed -or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the
day of 20_, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal, (Notary Seal)
Notary Signature
SSW N/O Change Rev24Sept2012 Page 2 of 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
ProposedPermittee for all transfers of ownership)i, ZAC4AVy A_17/-N , tfAPA eP • A xlj'hereby notify the DWQ that I have acquired
through sale, leasb or legal transfe , the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
❑ the most recent permit
❑ the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
8 past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms, and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are nol completed or i all required supporting information and attachments listed
above are not includeis appl> 'o, ackage will be returned as incomplete.
Signature:
Date: /,I — / � - /3
a Notary Public for the State of
iJbt' }i 1 L�17-cat i PJA County ofdo hereby certify that
eft cA A K`TALI GTZ personally appeared before me this the
l �jt M day of -,9G;5ER, 20 l ' , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal, . 0"k N
n /, N O Tq • >CJ oO _� _ '>�I�iary Seal)
Notary Signature iD €o;
is
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee /developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev24Sept2012 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name
Organization:
Title within the Organization: MAkA-1 e(L
Street Address: f 32/ e o Ajyerc-o ,)j11 ro
Z 2
City: _ %1041 J?ehN State: NG Zip: �S
Mailing Address: PA, dog /Zva4-1
(if different from street address) _
City: A L2(2 ' Xer.i_ State: Zip:
Phone: ZS Z `/elo S/O6 Fax: 2s z-
�fyC
Email:.az @ 5vd�rP✓�rak•zvc�
certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
_(NCGS) 143-215.1, and may result in appropri to enforce ent action including the assessment of
civil penalties of up to $25,000 per day, put t�g143-215.6.
Signature of the property owner
Date:
S , a Notary Public for the State of
QOT: N- LA f` O ,0,2A County of do hereby certify that
7—A cA A KZ —WLa'K _ personally appeared before me this the
1 �'1-(n day of ( �420 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature
(Notary Seal)
SSW N/O,Change Rev24Sept2012 Page 4 of 4

Permit Number: SW—TOA60k07
(to be provided by DWQ)
Drainage Area Number: PEA #k'1 & -W2
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 is provided.
This system (check one):
❑ does does not
i
This system (check one):
❑ does []'does not
incorporate a vegetated filter at the outlet.
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
Foastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
I
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
i
BMP element:
Potential problem
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
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
I
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page l of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
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.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 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 re lace 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-
1756.
i
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.
i
When the permanent pool depth reads feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal
Bottom Elev
-------------- +-- Volume
-ft Min.
Sediment
Storage
Permanent Pool Elevation
Pool
Sediment Removal Elevation_ Volume
---------------f volu -
Bottom Elevation 1 1-ft W
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

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
BMP drainage area number:
Printname:
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.
I, Lt✓�e dJ [ G S . �1LC) CAS , a Notary Public for the State of
NMTT- CH FZY tlA County of K A 0 FOZ i , do hereby certify that
-Z-A C-(A Amy --TkJ C-©S_ personally appeared before me this 184)
day of—pand acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 4 of 4

i
This instrument was prepared by:
Kay K. Bains
Bradley Arant Boult Cummings LLP
One Federal Place
1819 Fifth Avenue North
Birmingham, AL 35203
When recorded mail to:
,�VJ 4-
rian Z. Taylor
1319 Commerce Drive
P.O. Drawer U
New Bern, NC 28563
IIIIII��I�IVII�Iillllllll�l��ll�llll�llll�l�lll�ll@�Inlllll
Image ID: 000002239236 Type: CRP
Recorded: 06/07/2013 at 01:04:20 PM
Fee AM: $396-.00 Pape 1 of 4
Revenue Tex: $370.00
Workflow# 0000094638-0001
Craven. NC
Sherri B. Richard Repister of Deeds
BK3202 PD543
Tax Parcel No.: a —21f, — 706AI
Excise Tax: $ 370 �
STATE OF NORTH CAROLINA )
CRAVEN COUNTY )
SPECIAL WARRANTY DEED
KNOW ALL PERSONS BY THESE PRESENTS, that REGIONS BANK, an Alabama
banking corporation ("Grantor"), whose address is 1900 5 h Avenue North, 9th Floor,
Birmingham, Alabama 35203, for and in consideration of Ten and No/100 Dollars ($10.00) and
other good and valuable consideration, to Grantor paid by TIMBERLANDS EAST, LLC, a
North Carolina limited liability company ("Grantee"), whose address is P.O. Box 12006, New
Bern, NC 28561,the receipt and sufficiency of which are hereby acknowledged, does hereby
grant, bargain, sell and convey to Grantee the following described real property:
See Exhibit A attached hereto and incorporated herein by this reference (the
"Property"),
New Rim
OR0909-301360
12491170.2
1�
7v
1
M

Together with all the rights, permits, tenements, hereditaments and appurtenances thereto
belonging or in any way appertaining.
This conveyance is subject to (if any shall exist):
1. Ad valorem property taxes for the 2013 tax year and all subsequent
years.
2. All rights of redemption.
All easements, restrictions, reservations, encumbrances and other
matters appearing of record.
4. Zoning and building laws, rules, regulations and ordinances.
5. Matters that would be disclosed by an accurate survey of the
Property.
6. All leases affecting the Property.
TO HAVE AND TO HOLD unto Grantee and its successors and assigns in fee simple
forever, and Grantor covenants with Grantee that Grantor has done nothing to impair such title as
Grantor received, and Grantor will warrant and defend the title against the lawful claims of all
persons claiming by, under or through Grantor, subject -to valid, if any, exceptions as stated
above.
OTHER THAN THE EXPRESS SPECIAL WARRANTY OF TITLE SET FORTH
ABOVE, THE SALE AND CONVEYANCE OF THE PROPERTY IS "AS -IS," "WHERE -IS"
"WITH ALL FAULTS" AND WITHOUT REPRESENTATION OR WARRANTY OF ANY
KIND, EXPRESS, IMPLIED, STATUTORY OR OTHERWISE, ANY WARRANTY OF
MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE BEING EXPRESSLY
DISCLAIMED. GRANTOR DOES NOT MAKE ANY REPRESENTATIONS OR
WARRANTIES WITH RESPECT TO COMPLIANCE WITH LAWS, RULES,
REGULATIONS, AGREEMENTS OR SPECIFICATIONS, NOR WITH RESPECT TO
CONDITION, QUALITY, CAPACITY, DESIGN, OPERATION, ABSENCE OR ANY
LATENT DEFECTS OR ANY OTHER WARRANTY OR REPRESENTATION
WHATSOEVER WITH RESPECT TO THE PROPERTY, ALL OF WHICH ARE
EXPRESSLY HEREBY WAIVED BY GRANTEE.
THE PROPERTY IS NOT THE PRIMARY RESIDENCE OF GRANTOR.
[Remainder of Page Intentionally Blank]
Image ID: 000002239237 Type: CRP
Page 2 of 4
New Bcm 2 BK3202 PB544
OR0909-301360
12491170.2

IN WITNESS WHEREOF, Grantor has caused this conveyance to be duly executed this
day of June, 2013.
Signed, Sealed and Delivered GRANTOR:
in the presence of:
REGIONS
corporation
By:
Nan
Tit],
STATE OF ALABAMA
COUNTY OF JEFFERSON
BANK, an Alabama banking
I, the undersigned, a Notary Public, in and for said County in said State, hereby certify
that Wade Parker, whose name as Senior Vice President of Regions Bank, an Alabama banking
corporation, is signed to the foregoing conveyance and who is known to me, acknowledged
before me on this day that, being informed of the contents of the conveyance, he, as such officer
and with 'full authority, executed the same voluntarily for and as the act of said banking
corporation.
Given under my hand and official seal of
office this 5— day of June, 2013.
Notary Public
,,�AL] My commission expires �CCOWIL9�IEKPIA6SMARpIY8.P018
,mot.; a,y••4-�
CD �>
',,`•'P Image ID: 000002239238 Type. CRP
iVVtN! n O?u 0_ - Page 3 of 4
BK3202 PD545
New Bem
OR0909-301360
12491170.2

IIIIIIIIIII01 011111111�11111111�101111111�1C1111111111
EXHIBIT A Imene ID: 0000000002239239 Type: CRP
Page 4 Of 4
Leval Description of Property aK 3202 PB546
Leval Description of Property
Lying in No. 8 Township, Craven County, North Carolina, and being more particularly
described as follows:
BEGINNING at a point marldag tho northwast comer of the propeny of Marcia-marietta
as desodbed in Plat Cabinet G. Slide 83-13, said point also being in the south line of Lot
39 of Lee & Jones Building Supplies, Ina, as recorded in Map Book 12, Page 66, and
running thence from said BEGINNING point along the west line of Fiat Cabinet G, Slide
83-D South 270 461450 East 1,342.54 feet to a point, a common corner with the northeast
comer of West Crossroads, Section One as recorded in Plat CabinetH, Slide 73-13, thence
with the northern line of West Crossroads the following live (5) cans: (1) South 62" 13'
150 West 120.00 feat to a point; (2) South 270 46' 45" East 14136 fcet to a point; (3)
South 60" 51' 40" West 121.03 feet to a point; (4) South 27" 46 45" East 60.02 feet to a
point; and (5) South 600 51140" West 659.12 feet_ to a point in the eastern margin of a 65'
reserved right of way; thence along said reserved right of way North 26" 47 1511 West
58.29 feet to a point; thence South 67" 17' 23" West 3107 feet to a point; thence along
the center of a reserved right of way and common boundary with Tract 4 of the following
three (3) calls: (1) North 22" 46' 15" West 1,091.66 feet to a point; (2) North 67" IT 45"
Beat 213.53 feet to a point; and (3) North 22" 46' 15" West 577.49 feet to a point in the
south line of Lot 45 of the aforementioned Map Book 12, Page 66; thence along the south
lines of Lots 45-39 of said map the following courses and distances: (1) North 76e 12' 32"
East 70.81 feet to a point; (2) North 76° 35' 19" East 201.99 feet to a point; (3) North 76"
11' 27" East 99.97 feet to a point and (4) North 75" 55' 2211 East 217.23 feet to the point
of BEGINNING, containing 29.01 acres, more or less, and being sbown as "Portion Tract
5" on a Final Subdivision Plan of 7ho Estate of Ira W. Davls, by Brad L. Suitt, PLS,
dated December 27, 2001 and last revised September 5, 2006, regarded in Plat Cabinet G,
Slide 141-B, Craven County Registry, together with a non-exclusive easement for
Ingress, egress and utilities over, along, through and under a 65-foot right of way
reserved from the above -described parcel to Neuse Boulevard and Washington Post
Road, as shown on the Final Subdivision Plan of the Estate of Ira W. Davis as recorded in
Plat Cabinet Co, Slide 141-B, Craven CountyRogistry.
The above described property is conveyed subject to a reservation by a prior Grantor, its successors and
assigns, of nonexclusive easements in and to that 20 foot wide Drainage Easement which runs along the
southern property line of the above described property and that 65 foot wide Right of Way which runs
along the western property line of the above described property, both as shown on the above referenced
plat recorded in Plat Cabinet G, Slide 141-B, Craven County Registry.
New Bem
OR0909-301360
12491170.2

i � N
e a �9�' .. State of North Carolina 6WACK 4-11410S
Department of Environment and Natural Resources
Af tt 1 0 202 Division of Water Quality
InIA� RMWATER MANAGEMENT PERMIT APPLICATION FORM
®W Q' This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mike Winstead, Jr.,- Member/Manager
3. Mailing Address for person listed in item 2 above:
500 Spring Garden Street
City:Grcensboro State:NC Zip:27401
Phone: [phone] Fax: [phone]
Em,iil:[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Waterford Landing
5. Location of Project (street address):
City:
6. Directions to project (from nearest major intersection):
County:Craven
At the intersection of NC 43 and NC 55 turn north on Honeycutt Court, go 300 feet, project is on the left.
7. Latitude: N 35 8.896' Longitude: W 77 6.29' of project
8. Contact person who can answer questions about the project:
Name:loseph C. Avolis, P.E. Telephone Number: (252 ) 633-0068
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal []Modification
Form SWU-101 Version 8.07
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®high Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑LAMA Major ®Sedimentation/Erosion Control Z404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater runoff will be directed to two separate wet stormwater detention ponds for treatment Pond #1 is
sized for 90% TSS removal. Pond #2 is sized for 90% TSS removal.
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Site Area: 29.59 acres 4. Total Wetlands Area: 2.19 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**:18.86 acres 7. Project Built Upon Area:35.7 %
8. How many drainage areas does the project have?2
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.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
UT to Neuse River
UT to Neuse River
Stream Class & Index No.
; SW, NSW
; SW, NSW
Drainage Area (so
655,820 Sf
165,826 SF
Existing Impervious* Area (so
0 SF
0 SF
Proposed Impervious*Area (so
371,382 Sf
89,261 Sf
% Impervious* Area (total)
56.6%
53.8%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
117,527 SF
26,608 SF
On -site Streets (so
210,267 SF
54,876 SF
On -site Parking (so
On -site Sidewalks (so
43,588 SF
7,777 SF
Other on -site (so
0 SF
0 SF
Off -site (so
0 SF
0 SF
Total (so:
371,382 SF
89,261 SF
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 inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-101 Version 8.07 Page 2 of 4

10. How was the off -site impervious area listed above derived?T000graohic survey and field visit - on off -site
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.
Form DRPC-I
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.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of 4

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 may be found by locating project on the
interactive online map at htto://h2o.enr.state.ne.us/su/msi maps.hun)
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
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable. to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three 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)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Avolis Engineering P.A.
Mailing Address:P.O. Box 15564
City:Ncw Bern State:NC Zip:28561
Phone: (252 ) 633-0068 Fax: (252 ) 633-6507
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Mike Winstead In
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project w)e constructed in conformance with the approved plans, that the required deed restrictions
and protective en is be re rd d, and that the proposed project complies with the requirements of 15A
NCAC 2H .1
Signatur . Dater
Form SWU-101 Version 8.07 Page 4 of 4

STORMWATER SUBMITTAL REQUIREMENTS
WET DETENTION POND
I. Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
II. What makes up a complete wet detention pond application package?
A. //Two sets of sealed, signed & dated layout & grading plans with appropriate details.
/(Additional sets of plans may be requested for protects in certain counties)
B. J Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. ✓/ Sealed, signed & dated calculations.
E. V Estimated seasonal high water table elevation at all pond locations.
F.WIA Chlorides test results must be provided if the project is within ''/z mile of SR waters (Phase 11).
(This. is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\high compond
s:\wqs\stormwater\shelis\highsubpond
s:\wqs\stormwater\shelis\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. APPLICATION
1.'/An original signature is required. Photocopied signatures cannot be accepted.
2. VA completed wet detention pond supplement and a signed, dated and notarized wet
detention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the calculations and
shown on the plan details.
4. y/Built-upon areas are reported in square feet in Section 111.6.
5. �/ Receiving stream name and classification. This is important because in the non -Phase
II counties, a wet pond cannot be used on a project that is within'/2 mile of and draining
to SA waters. For Phase 11, a wet pond is allowed within '/s mile of SA waters.
6. V SAIfrporations
ction 111.6 is filled in -cannot be left blank. One column must be filled in for each
posed wet pond.
7. he applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
8.0 For subdivided projects, a signed and notarized deed restriction statement must be
IA -provided.

Wet Detention Pond, cont.
B. CALCULATIONS
1. V The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.
2. -For Phase II projects that are within '/ mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3. iFor Phase II projects, the discharge rate leaving the pond can be no more than the
pre -development discharge rate for the 1 year 24 hour storm.
4.—For Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5. The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6.—If the 85% TSS chart is used a 30' vegetated filter must be provided at the outlet of the
pond. If the 90% TSS chart is used, no filter is required.
7. V Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
8. ✓charts for different areas of the State.
9. ✓Required surface area at permanent pool.
Provided surface area at permanent pool (Based on pond dimensions)
10.✓Required volume calculation based on 1.5" storm for Phase II projects* and 1" storm for
all others projects. *unless the project is Phase II and within ''/z mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
11 ✓and post development conditions for the 1-yr 24-hr storm.
Table of elevations, areas, incremental volumes and accumulated volumes for overall
12✓pond and for forebay, to verify volumes provided.
Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
13.—Non-erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14.VThe seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
Pool.
15✓Rounding numbers off during the calculation process can result in deficiencies. Do not
16✓round the numbers until you get to the final result.
An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.

Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few sheets as possible, without cluttering them up.
1. V/Development/Project Name
2. V Engineer name and firm.
3. ✓Legend
4. ✓North Arrow
5. tAocation Map with nearest intersection of two major roads shown. Major road is any 1,
/2!or 3 digit NC, US or interstate highway.
6. '�///Scale- standard engineering scale, no off-the-wall stuff.
7. ✓ Date
8. N Revision number and date, if applicable.
9. ✓Original contours, proposed contours, spot elevations, finished floor elevations, pipe
inverts, swale inverts, etc.
10. Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11 V Property/Project boundary lines, bearing & distances.
12.✓Mean High Water Line or Normal High Water Line, if applicable.
13.�1he permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
prevent dewatering the wetland.
14.✓Drainage easement widths, pipe sizes and Swale inverts are provided.
15. Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
16.1%ri wetlands unless a permit to fill those wetlands has been obtained.
Details forthe roads, parking, cul-de-sacs, including sidewalkwidth, radii, dimensions &
slopes.
17. ✓Apartment / Condo development- Provide a typical building footprint with dimensions
and note all concrete and wood deck areas.
. 18.✓The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
plan sheet.
19.✓A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
/forebay.
20. /The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21. An outlet structure detail showing a trash rack with :56" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
22.�elevation.
23.�Dimensions for each line and arc formed by the permanent pool contour.
Where the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
mechanism). Please note that the filter strip is not a ditch.
24%A forebay is provided for each inlet and located so as to prevent short-circuiting.
25.✓.The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
higher.
26.✓A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
27 All roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
April 7, 2008
Ms. Lyn Hardison
Express Permits Coordinator
NC Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
APR 10 2'/�0008
Re: Fast Track Stormwater Review, Waterford Landing Apartments, NC Hwy 43, New Bern
Dear Lyn:
Enclosed please find our permit package for the above -referenced project and the $4,000 permit
review fee.
The plans and calculations incorporate the changes and comments discussed during the scoping
meeting of March 20, 2008. 1 appreciate the guidance offered during that meeting.
I have also attached a copy of the wetland fill permit recently received for this project so you will
know we are proceeding along properly.
Should you have any questions, please do not hesitate to give me a call.
Sincerely,
eAvolis,os PE
Pre

North Carolina Secretary ol'State
http://www. secretary.state. nc. us/corporations/Corp.aspx?Pitem I d-49...
CORPORATIONS
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Corporations Home
Search By Corporate Name
Search For New Corporation
Search By Registered Agent
Important Notice
Corporations FAQ
Homeowners' Association FAQ
Tobacco Manufacturers
Dissolution Reports
Non -Profit Reports
Verify Certification
Online Annual Reports
LINKS 8. LEGISLATION
KBBE 13213 Annual Reports
SOSID Number Correction
2001 Bill Summaries
1999 Senate Bills
Annual Reports 1997
Corporations 1997
Register for E-Procurement
Dept. of Revenue
ONLINE ORDERS
Start An Order
New Payment Procedures
CONTACT US
Corporations Division
Secretary of State's web site
TOOLS
Secretary of State Home
Secretary of State Site Map
Printable Page
Date: 4/21/2008
Click here to:
View Document Filings I Sign Up for
E-Notifications I
Print apre-populated Annual Report
Form I Annual Report Count I File an
Annual Report I
Corporation Names
Name Name Type
NC EMPIRE Legal
GROUP, LLC
Limited Liability Company Information
SOSID:
0503800
Status:
Current -Active
Date Formed:
8/23/1999
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Winstead, Michael , Jr
Registered
500 Spring Garden St
Office
Greensboro NC 27401
Address:
Registered
500 Spring Garden St
Mailing
Greensboro NC 27401
Address:
Principal
500 Spring Garden
Office
Street
Address:
Greensboro NC 27401
Principal
500 Spring Garden
Mailing
Street
Address:
Greensboro NC 27401
For questions or comments about the Secretary of State's web site, please send e-mail to Webmaster.
I of 1 4/21/2008 1:40 PM

Permit No.
Ito be provided by DWQ)
O=DF W A TFgOG
®MIMI
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Waterford Landing
Contact person Joseph C. Avolis, P.E.
Phone number 252-633-0068
Date 16-Feb-06
Drainage area number Drainage Area p1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
655,820.00
ft2
Impervious area
371,382.00
ft2
%impervious
56.6
%
Design rainfall depth
1.00
in
Storage Volume: Non-SRWaters
Minimum volume required
30,559.00
ft'
Volume provided
30,559.00
ft'
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
NIA
in
Pre -development 1-yr, 24-hr runoff
NIA
ft3
Post -development 1-yr, 24-hr runoff
NIA
ft3
Minimum volume required
ft3
Volume provided
NIA
ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.70
in
Rational C, pre -development
0.20
(unitless)
Rational C, post -development
0.63
(unitless)
Rainfall intensity: 1-yr, 24-hr storm
0.16
inlhr
Pre -development 1-yr, 24-hr peak Flow
11.30
ft'/sec
Post -development 1-yr, 24-hr peak Flow
26.50
ft/sec
PrelPost 1-yr, 24-hr peak flow control
q
ft3lsec
Basin Elevations
Basin bottom elevation
16.00
ft
Sediment cleanout elevation
17.00
ft
Bottom of shelf elevation
21.50
ft
Permanent pool elevation
22.00
ft
SHWT elevation
22.00
ft
Top of shelf elevation
22.50
ft
Temporary pool elevation
22.76
ft
Form SW401-Wet Detention Basin-Rev.4 Parts I. & 11. Design Summary, Page 1 of 2

Permit
(to be provided by OV✓D)
Volume and Surface Area Calculations
SA/DA ratio
4.90
(unitless)
Surface area at the bottom of shelf
- 28,423.00
ff2
Volume at the bottom of shelf
101,603.00
W
Permanent pool, surface area required
32,135.00
ft2
Permanent pool, surface area provided
35,106.00
ft2 OK
Permanent pool volume
115,485.00
ft'
Average depth for SAIDA tables
4-Yft
OK
Surface area at the top of shelf
41,946.00
ft2
Volume at the top of shelf
134,748.00
ft'
Forebay volume
22,788.00
ft3
Forebay %of permanent pool volume
20.1 _%
OK
Temporary pool, surface area provided
43,029.00
ft2
Drawdown Calculations
Treatment volume drawdown time
4.00
days •✓ OK
Treatment volume discharge rate
0.088
ft'Is
Pre -development 1-yr, 24-hr discharge
11.30
fills OK
Post -development 1-yr, 24-hr discharge
9.96
ftl/s OK
Additional Information
Diameter of orifice
2.5
in
Design TSS removal
90
%
Basin side slopes
3.00
:1 OK
Vegetated shelf slope
10.00
:1 OK
Vegetated shelf width
10.00
ft OK
Length of flowpath to width ratio
6.00
:1 OK
Length to width ratio
5.00
:1 OK
Trash rack for overflow & orifice?
Y
(Y or N) OK
Freeboard provided
2.23
ft OK
Vegetated filter provided?
N
(Y or N) Design must be based on 90% TSS removal
Recorded drainage easement provided?
Y
(Y or N) OK
Capures all runoff at ultimate build -out?
Y
(Y or N) OK
Drain mechanism for maintenance or emergencies
Pump
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
III. 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.
Page/ Plan
Initials Sheet No.
C4, C5 1. Plans (1" - 50' or larger) of the entire site showing:
U� - 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.
C15, C16 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,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
N/A 3. Section view of the dry detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
xrra C4 Top Right 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
u on the plans prior to use as a wet detention basin.
#3, #9 Calcs 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
J 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
C4, C5 7. The supporting calculations.
J 6. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Single 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
Owner soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.4 Part III, Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 1
Wet Detention Basin Inspection 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 is provided.
This system (check one):
❑ does X❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ❑ does not 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 inspection 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:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
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.
ap2roximately six inches.
Form SW40I-Wet Detention Basin I&M-Rev 2

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

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 1
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.
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-
1756.
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 5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 22.0
17.0 Pe anen Pool
----------------- Volume Sediment Removal Elevation 17.0 Volume
16.0 ft Min. - - ---------------- - -
Sediment---- Bottom Elevation 16.0 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number:
(Io 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: Waterford landing
BMP drainage area number: Drainage Area #1
Print name: Mike Winstead, Jr.
"title: Member/Manager
Address: 500 S,gring Garden Stregt, Greensboro, NC 27
FM
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.
I, ; Q4A40ZS t� ?�IQ,eo,� , .—,e. a Notary Public for the State of
446tr4 l'a�n�iu4 , County of do hereby certify that
46/,eF . personally appeared before me this 9
day ofFRvuB�e_�, 7�8 ,and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
�tAft
Pueti`�
My commission expires �T. 8 -2M7
i
Form SW401-Wet Detention Basin I&M-Rev.2

fr• •
JIljeuq

Permit No.
(to be provided by DWQ)
®�A
0�0p WATF90i
C
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
1. PROJECT INFORMATION
Project name
Waterford Landing
Contact person
Joseph C. Avolis, P.E.
Phone number
252-633-0068
Date
18-Feb-08
Drainage area number
Drainage Area #2
II. DESIGN INFORMATION
Site Characteristics
Drainage area
165,826.00 ftz
Impervious area
89,261.00 ftz
%impervious
53.83 %
Design rainfall depth
1.00 in
Storage Volume: Non -SR Waters
Minimum volume required
7,385.00 ft'
Volume provided
7,385.00 fit
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
NIA in
Pre -development 1 -yr, 24-hr runoff
N/A 0
Post -development l-yr,24-hrrunoff
NIA 0
Minimum volume required
_ NSA ft'
Volume provided
NIA ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.70 in
Rational C, pre -development
0.20 (unitless)
Rational C, post -development
0.61 (unitless)
Rainfall intensity: 1-yr, 24-hr storm
0.16 in/hr
Pre -development 1-yr, 24-hr peak flow
4.55 ft3/sec
Post -development 1-yr, 24-hr peak flow
7.60 ft3lsec
PrelPost 1-yr, 24-hr peak flow control
_4.19 —ft'/sec
Basin Elevations
Basin bottom elevation
11.50 ft
Sediment cleanout elevation
12.50 ft
Bottom of shelf elevation
19.50 ft
Permanent pool elevation
20.00 ft
SHWT elevation
20.00 ft
Top of shelf elevation
20.50 ft
Temporary pool elevation
20.74 ft
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWO)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SAIDA ratio
3.98
(unitless)
Surface area at the bottom of shelf
6,001.00
ft'
Volume at the bottom of shelf
25,741.00
ft'
Permanent pool, surface area required
6,600.00
ftz
Permanent pool, surface area provided
8.089.00
ft'
OK
Permanent pool volume
28,741.00_ft'
Average depth for SAtDA tables
L 8
ft
OK
Surface area at the top of shelf
10,408.00
ft'
Volume at the lop of shelf
39,149.00
ft'
Forebay volume
4,811.00
ft'
Forebay % of permanent pool volume
19.9
_ %
Must be approx. 20%r Adjust pond dimensions
Temporary pool, surface area provided
10,764.00
fe
Drawdown Calculations
Treatment volume drawdown time
2.00
OK
Treatment volume discharge rate
_ _days
.O.Q4i ft'Is
Pre -development 1-yr, 24-hr discharge
4.55
ft'Is
OK
Post -development 1-yr, 24-hr discharge
4.19
ft'Is
OK
Additional Information
Diameter of orifice
1.75
in
Design TSS removal
90
%
Basin side slopes
3.00,1
OK
Vegetated shelf slope
10.00
:1
OK
Vegetated shelf width
10.00
ft
OK
Length of flowpath to width ratio
3.00
:1
OK
Length to width ratio
2.80
:1
OK
Trash rack for overflow 8 orifice?
Y
(Y or N)
OK
Freeboard provided
1.00
ft
OK
Vegetated filter provided?
N
(Y or N)
Design must be based on 90% TSS removal
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance oremergencies
Pump
Form SW401-Wet Detention Basin-Rev.4 Parts I. & 11. Design Summary, Page 2 of 2

Permit No
(to be provided by D WQ)
III. 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
Initials Sheet No.
_tnt_>la C4, C5 1. Plans (1" - 50' or larger) of the entire site showing:
�f - 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.
C15, C16 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,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
n ,y( - Filter strip.
t NIA 3. Section view of the dry detention basin (V = 20' or larger) showing:
` - Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
(n� rn �/ - Inlet and outlet structures.
1_ C4 Top Right 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.
#3, #9 Calcs 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
U to verify volume provided.
A
J 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
A, entire drainage area is stabilized.
P� C4, C5 7. The supporting calculations.
V 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
J 9. A copy of the deed restrictions (if required).
NIA 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
Single soil maps are not an acceptable source of soils information.
azier
Form SW401-Wet Detention Basin-Rev.4 Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 2
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 is provided.
This system (check one):
❑ does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not 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:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Reprove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
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.3 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 2
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
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.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 2
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.
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 7.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 77:5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
0 Permanent Pool Elevation 20.0
L12.5 Pe anenPool--------- Volume Sediment Removal Elevation 12.5 -ft Min. ---------------------------- -------------
Sediment Bottom Elevation 11.5
Storage
FOREBAY
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
1 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: Waterford Landing
BMP drainage area number: Drainage Area #1
Print name: Mike Winstead, Jr.
Title: Member/Manager
Note: 'rhe 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, / 3=J',iE!/Z , —T� , a Notary Public for the State of
,rkM7/ ddeo1_1A1rq , County of T /,[.�O,a?i� , do hereby certify that
_M/e,, /,�zA457 EAD -7,e, personally appeared before me this
day of 7E13,eI y1<1 Zp�R , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
Ct A R Y'•"�
PU6% ,
SEAL
My commission expires u - 8' Z60
u6l/L
Form SW401-Wet Detention Basin t&M-Rev.2