SW7051105_CURRENT PERMIT_20170302

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW JOSS/CUB
DOC TYPE
Ef CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

W,LRO
Energy, Mineral &
Land Resources.
ENVIRONMENTAL QUALITY
ROY COOPER
Gavemor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
olrector
March 2, 2017
Longleaf Pines Property Owner's Association, Inc.
Attn.: Lia Gilleski, President
PO Box 14621
New Bern, NC 28560
Subject: State Stormwater Management Permit No. SW7051105 Modification
Longleaf Pines Property Owner's Association, Inc.
Hibrid High Density/Low DensityProject
Craven County
Dear Lia Gilleski:
The Washington Regional Office received a Stormwater Management Application for
modification to SW7051105 for the Longleaf Pines development on January 17, 2017. We are
forwarding Permit No. SW7051105 dated March 2, 2017 to Longleaf Pines Property Owner's
Association, Inc. for a wet detention pond system to serve the high density portion of the
development and curb outlet swales to serve the low density portion of the Longleaf Pines
development located on Thurman Road in Craven County.
This permit shall be effective from the date of issuance until April 20, 2021, and shall be subject
to the conditions and limitations as specified therein. Please pay 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 or failure to comply with all permit
conditions 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 by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
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
me in the Washington Regional Office at [phone].
Sincerely,
William Carl Dunn
Environmental Engineer
cc: Bobby Billingsley, PE - Thomas Engineering, PA
Washington Regional Office
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC; 27889
2529466481

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
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
Longleaf Pines Property Owner's Association, Inc.
Longleaf Pines - A Planned Unit Development
Craven County
FOR THE
construction, operation and maintenance of a stormwater wet detention pond system and
curb outlet swales in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules'l and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 20, 2021, 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. The overall tract built -
upon area percentage for the low density portion of the project must be maintained
at 24% or less per the requirements of Section .1005 of the stormwater rules.
2. This stormwater from the low density portion of the project shall be treated in curb
outlet swales. Each designated curb outlet swale shown on the approved plans must
be maintained at a minimum of 100 feet long, maintain 5:1 (H:V) side slopes or
flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10 year
storm in a non -erosive manner, maintain a dense vegetated cover, and be located in
either_a.dedicated.common area or a recorded drainage easement.
3. The stormwater from the high density portion of the project shall be treated in a wet
detention pond system. The system has been approved for the management of
stormwater runoff as described in Section 1.8 of this permit.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washingtom NC: 27889
252 946 6481

4. No piping shall be allowed in the low density portion of the project except those
minimum amounts necessary to direct runoff beneath an impervious area such as a road
or under driveways to provide access to lots.
Runoff conveyances other than the curb outlet system swales, such as perimeter ditches,
must be vegetated with side slopes no steeper than 3:1 (H:V).
- - 6: 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.
7. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system designed for
each drainage area.
8. The following design criteria have been provided in the wet pond systems and must
be maintained at design condition:
HD Drainage Area
a. Drainage Area, acres: 58.0
b. Total Impervious Surfaces, acres: 18.3
C. Design Storm, inches: 1.5
d. Permanent Pool Surface Area, ft2: 147,881
e. Temporary Storage Volume, ft3: 136,589
f. Controlling Orifice: 4.0" 0 pipe
g. Pond Depth, ft.: 6.0
h. Receiving Stream: Brices Creek
i. Classification of Water Body: "C - SWP - NSW"
11. 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.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington, NC. 27889
252 946 6481

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.
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.
S. 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.
6. 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.
7. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
8. 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.
9. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC27889
2529466481

10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
11. 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.
12. Each lot in the subdivision covered by this permit.will maintain a minimum 50 foot
wide vegetative buffer between all impervious areas and surface waters.
13. All roof drains must terminate at least 50 feet from the Mean High Water mark or
the top of any stream bank.
14. Within 30 days of completion of the project, the permittee must certify in writing
that the project's stormwater controls, and impervious surfaces have been
constructed within substantial intent of the approved plans and specifications. Any
deviation from the approved plans must be noted on the Certification
15. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
16. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7051105, as issued by the
Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is 2,880 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina, driveways,
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Washington Regional Office 1'943 Washington Square Mall I Washington, NC 27889
252 946 6481

g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales,
etc.) associated with the development except for average driveway crossings,
is prohibited by any persons:
Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
A 50' vegetated buffer must be maintained between all built -upon area and
the Mean High Water line of surface waters. All roof drains shall terminate at
least 30 from the Mean High Water mark.
Each designated curb outlet §wale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain 5:1
(H:V) side slopes or flatter, have a longitudinal slope no steeper than 5%,
carry the flow from a 10 year storm in a non -erosive manner, maintain a
dense vegetated cover, and be located in either a dedicated common area or a
recorded drainage easement.
❑L GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must submit
a formal permit transfer request to the Division of Water Quality, accompanied by a
completed name/ownership change form, documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request
will be considered on its merits and may or may not be approved. The permittee is
responsible for compliance with all permit conditions until such time as the Division
approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action.by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
S. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stornwater 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.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mali I Washington, NC 27889
252 946 6481

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 April 20, 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 211 day of March 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7051105
State ofNorth Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington, NC 27889
2529466481

>,JOLRv
MC®ENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 20, 2011
Mr. Donald G. Lawrence, Member Manager
LPS Developers, LLC
803 — A East Main Street
Havelock, NC 28532
Subject: Stormwater Permit No. SW7051105 Modification
Longleaf Pines
Hibrid High Density/Low DensityProject
Craven County
Dear Mr. Lawrence:
Resources
Dee Freeman
The Washington Regional Office received a Stormwater Management Application for
modification to SW7051105 for the Longleaf Pines development on February 14, 2011.
We are forwarding Permit No. SW7051105 dated April 20, 2011 to LPS Developers, LLC
for a wet detention pond system to serve the high density portion of the development and
curb outlet swales to serve the low density portion of the Longleaf Pines development
located on Thurman Road in Craven County.
This permit shall be effective from the date of issuance until April 20, 2021, and shall be
subject to the conditions and limitations as specified therein. Please pay 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 or failure to
comply with all permit conditions 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, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
North Carolina Division of Water Quality Internet: �etc�gnetcateraunlin.nm_
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarofin�a
An Equal Opportunity/Affirmative Action Employer— 50%Recycled110% Post Consumer Paper �Qtimalll

Page 2
Mr. Donald G. Lawrence
April 20, 2011
If you have any questions, or need additional information concerning this matter, please
contact Roger Thorpe, or me at [phone].
-tion Section
enclosure
cc: Thomas Engineering, PA

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
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
LPS Developers, LLC
Longleaf Pines — A Planned Unit Development
Craven County
FOR THE
construction, operation and maintenance of a stormwater wet detention pond system and
curb outlet swales in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 20, 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. The overall tract built —
upon area percentage for the low density portion of the project must be
maintained at 24% or less per the requirements of Section .1005 of the stormwater
rules.
This stormwater from the low density portion of the project shall be treated in
curb outlet swales. Each designated curb outlet swale shown on the approved
plans must be maintained at a minimum of 100 feet long, maintain 5:1 (H:V) side
slopes or flatter, have a longitudinal slope no steeper than 5%, carry the flow from
a 10 year storm in a non -erosive manner, maintain a dense vegetated cover, and
be located in either a dedicated common area or a recorded drainage easement.

3. The stormwater from the high density portion of the project shall be treated in a
wet detention pond system. The system has been approved for the management of
stormwater runoff as described in Section I.8 of this permit.
4. No piping shall be allowed in the low density portion of the project except those
minimum amounts necessary to direct runoff beneath an impervious area such as
a road or under driveways to provide access to lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
6. 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.
7. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system designed
for each drainage area.
8. The following design criteria have been provided in the wet pond systems and
must be maintained at design condition:
a. Drainage Area, acres:
b. Total Impervious Surfaces, acres:
C. Design Storm, inches:
d. Permanent Pool Surface Area, ftz
e. Temporary Storage Volume, W:
f. Controlling Orifice:
g. Pond Depth, ft.:
h. Receiving Stream:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
HD Drainage Area
58.0
18.3
1.5
147,881
136,589
4.0" 0 pipe
6.0
Brices Creek
"C-SWP-NSW"
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.
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 voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. 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.
7. Access to the stormwater facilities shall be maintained via appropriate easements
at all times.
8. 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.
9. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.

10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
11. 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.
12. Each lot in the subdivision covered by this permit will maintain a minimum 50
foot wide vegetative buffer between all impervious areas and surface waters.
13. All roof drains must terminate at least 50 feet from the Mean High Water mark or
the top of any stream bank.
14. Within 30 days of completion of the project, the permittee must certify in writing
that the project's stormwater controls, and impervious surfaces have been
constructed within substantial intent of the approved plans and specifications.
Any deviation from the approved plans must be noted on the Certification
15. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
16. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7051105, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 2,880 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina,
driveways, and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.

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 April 20, 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 20 th day of April 202011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
— ` I
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7051105

g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
swales, etc.) associated with the development except for average driveway
crossings, is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
A 50' vegetated buffer must be maintained between all built -upon area and
the Mean High Water line of surface waters. All roof drains shall
terminate at least 30 from the Mean High Water mark.
Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain
5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner,
maintain a dense vegetated cover, and be located in either a dedicated
common area or a recorded drainage easement.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation from
the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
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.
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.
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.
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.

THOMAS ENGINEERING, PA
CIVIL ENGINEERING•LAND DEVELOPMENT•PROJECT MANAGEMENT
US MAIL
To:NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Attn: Al Hodge
Re: State Stormwater Permit Modification — SW7051105
Longleaf Pines
New Bern, Craven County
2008-001
Dear Al,
February 11, 2011
.,-
FEB 14 2011
Please find enclosed documents necessary to modify the state stormwater permit for
Longleaf Pines (State Permit 9SW7051105) in New Bern, North Carolina. Enclosed
items include the original and one copy of the stormwater modification application, low
density supplement, and deed restriction form, two (2) copies of the deeds, two (2) copies
of the plans, the original stormwater permit, one copy of the Engineering Report (which
includes the original report as a supplement, and one check for the permitting fee of
$505.00 (No. 09763).
This project modification and the history of this project are quite involved. If you would
like me to come to Washington and meet to discuss the status and details of the requested
enclosed modification I would be happy to do so. Please review and let me know if you
have any questions, concerns, or need additional information.
Thank you,
Bobby Billingsley, PE
[e-mail]
Enclosures
401 Howell Road.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].Fax: [phone].Website: ThomasEngineeringPA.com

ArT
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
d. I'i
65 5
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t Plan: IAl
State of North Carolina p+.:r•r.; i-
Department of Environment and Natural Resources
Division of Water Quality
FEB 1 4 2011
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for 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.): /
s@0¢ Sc✓%U S��O S� sw�e__ .l
Lnnoleaf Pines ..., _ _
2. Location of Project (street address):
Thurmas Road West- NCSR 1116
City:New Bem County:Craven Zip:28562
3. Directions to project (from nearest major intersection):
Highway 70 towards Havelock. Turn right on Thurman (NCSR 1116). Project is at end of road on left.
4. Latitude:350 01' 54" N Longitude:77° 01' 19" W of the main entrance to the project.
Il. 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 numberSW7051105 , its issue date (if known)ianuary 23, 2006 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide 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 ®Sedimentation/Erosion Control: 83.19 ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts Wetland Fill for Roadway Cross.
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:Crave-2009-010 & Crave-2009-011 (Sedimentation and Erosion Control)
Form SWU-101 Version 14May2010
Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proiectl:
Applicant/Organization:LPS Developers, LLC
Signing Official & Title:Donald G. Lawrence, Member Manayer
b. Contact information for person listed in item la above:
Street Address:803-A East Main Street
City:Havelock State:NC Zip:28532
Mailing Address (if applicable):Same
City: State: Zip:
Phone: [phone] Fax: [phone]
Emad:[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:
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if applicable):
Phone:
State: Zip:
State: Zip:
Fax: ( 1
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Thomas Engineering, PA
Signing Official & Title:Bobby Billingsley, PE - Project En¢ineer
b. Contact information for person listed in item 3a above:
Mailing
City:Ne
State:NC Zip:28563
Phone: (252 ) 637.2727 Fax: (252 ) 636.2448
Email:Bobb By illingslev®ThomasEn ineeringPA.com
4. Local jurisdiction for building permits:
Point of Contact:iohnny Clark Phone #: [phone]
Form SWU-101 Version 14May2010 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below, hlLefly summarize how the stormwater runoff will be treated.
Primary drainage area (Drainage Basin #1) travels through curb and gutter piped systems to the
stormwater pond network and is considered the High Density portion. Secondary drainage area (Drainage
Basin #2) is the fringe and perimeter portions of the project and primary flow out of curb outlet swales.
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: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area: 83.19 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':83.19 acres
Total project area shall be calculated to exclude thefollowing: the normal yyool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (N line or Mean High Water
(MHVO line, and coastal wetlands landward from 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 MHVQ line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 29.2
9. How many drainage areas does the project have?2 (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 belo'Nb AUft I.D A2C'
Basin Information
Draina e Area i
Draina e`Area 2'
Dr_ama e'_A_re_a ' `
Drainage Areaj!`t-
Receiving Stream Name
Brice Creek
Brice Creek
Stream Class *
SC;Sw;NSW
SC;Sw;NSW
Stream Index Number *
27-101-40-(7)
27-101-40-(7)
Total Drainage Area (so
2,525,395
1,098,294
On -site Drainage Area (so
2,525,395
1,098,294
Off -site Drainage Area (so
0
1 0
Proposed Impervious Area** (so
796,251
262,788
% Impervious Area** total
31.5
23.9
Impervious' Surface Area
Drainage Area_' 1.
D_ rarna' e Area 2,
Draina e Area ,'
Draina e Area "_
On -site Buildings/Lots (so
479,520
182,880
On -site Streets (so
274,341
76,918
On -site Parking (so
Included Above
Included Above
On -site Sidewalks (so
42,390
2,990
Other on -site (so
0
0
Future (so
0
0
Off -site (so
0
0
Existing BUA*** (so
0
0
Total (so
796,251
262,788
Stream Class and Index Number can be determined at: ham://tiortal.ncderir.or ebhoq[ps/csu/classifcations
*" In roimis area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidezuniks, gravel areas, etc.
Form SWU-101 Version 14May2010 Page 3 of 6

*'Report 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 by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office 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 htto://oortal.ncdenr.or2/web/wa/ws/su/bmu-manual.
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. A detailed application instruction sheet and BMP
checklists are available from ham://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdennorg/web/wq/ws/su/maw.)
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://portal.ncdennorg/web/wq/ws/su/statesw/forms does.
1. Original and one copy of 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 VII 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.envhelp.org/pages/onestopexoress.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 1/2 mile of the site boundary, include the 1/2
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.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
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.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. 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.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
,JLDE�a' f/(iulD
,Q LQ
for QLg
9—
'gL'a
,et.4
Form SWU-101 Version 14May2010 Page 4 of 6

s
`'' s
�:
., ��%.
:f �
J�
�M
r wi .

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify a
elevations n addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" 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: 2709 Page No: 890
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC NIA - Mrr ed
Secretary of State or other official documentation, which supports the titles and positions held L?f petl.W ,44CR
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.
http:/ /www.secretary.state.nc.us/Corporations/CSearch.aslx
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
http://portal.ncdenr.org/web/wo/ws/su/statesw/forms does. 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 property 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:iohn G. Thomas, PE
Consulting Firm: Thomas Engineering, PA
Mailing Address:PO Box 1309
City:New Bern State:NC Zip:28563
Phone: [phone] Fax: [phone]
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to 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.
Form SWU-101 Version 14May2010 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 G eral Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil al ' s of up to $25,000 ay, pursuant to NCGS 143-215.6.
Signature: p n Date: ��
I, 7501+41ya .,a Notary Public for the State of N o,t-1 C^"'J "—,County of
do hereby certify that personally appeared
before me thisli ss day of �kopAr•w Zo tr and ac ledge th� execution of the application for
a stormwater permit. Witness my hand and official seal,
RI PAr/r���'i'
0`'
Nototy � Publlc y
Jones County,:.
MY Commission expires
02/0712012 Q
GO 0� \\c°
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires_ d 2 / 7 Ar / Z
1, (print or hjpe name of person listed in Contact Information, item la) Donald G. Lawrence
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 —"corded, and that the proposed project complies with the requirements of the
applicable stormwate es er 15A NCAE'2 000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature:_Date: / l/
I, ��ocW• �/a a Notary Public for the State of "'Jc"' 4' County of
$n.. < S —do hereby certify that 7ZIelit 6 r .^•+ e e personally appeared
before me this 31Stday of e�" Za/ / and ackno 4e ge the e e ution of the application for
a stormwater permit. Witness my hand and official seal,
O 9
Notary Public 2
Jones County
My Commission expires_
02/07/2012
41
1110
6YmI111
My commission expires 6 Z d /2012/20l 2
Form SWU-101 Version 14May2010 Page 6 of 6

„,
��' ,,�
;,.,�� ` ,,
> �..
os�o��sG�s
'tv+. Caw u..arou v�e� .:�.-
��
G
��,�”
i C i
6�;h �OW.l,1@:YOU BHhn�2 �.
_ 'i4Ley� 4.nr.L� i
� ?rlir,�t. �,:r,...:
. J ,�.15 `
`,

State Stormwater Management Systems
Permit No. SW7051105
CEI V EU
Longleaf Pines — A Planned Unit Development
Stormwatbr Permit No. SW7051105 JAN 17 2017
Craven County
Designees Certification -�,I'VARO
I, John Kevin Avolii3, P.E. .As 4AUly registered 1hgineer
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time). the construction of the project,
Longleaf Pines Subdivision
(Project)
for Lonalbaf Pines Developers: LLC 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 construdtion,was observed to be built WWrisubstantial
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:
I F.
CAR3
SEAL
15738
g
SEAL
Signature lo
Registra nNum er . 15738
Date March 232"
.: P46ge 7 of 8

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
Ibis form may be photocopied for use as an original
FEB 14 2011
A low density project is one that meets the appropriate criteria for built upon area and transports stormwatet
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwatei
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name: Longleaf Pines
Contact Person: Bobby Billingsley Phone Number: (252 )637.2727
Number of Lots:63.5 Allowable Built Upon Area (BUA) Per Lot*:2880
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ❑ without curb & gutter ® with curb & gutter, outlets to (check one):
® Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase 11 Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.nc.us/su/bmp_forms.htm)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
Form SW401-Low Density-Rev3-2/10/09 Page 1 of 5

• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
For uniform lot sizes:
(SA: 1098294 ft2 x DF: 0.24) - (RA: 79908 ft2) - (OA: 0 ft2) = BUA per Lot = 2893 ft2
(No of Lots: 63.5) 28 80 L µcm
For non -uniform lot sizes:
a. (SA: ft2 x DF: ) - (RA: ft2) - (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf. b must be < a
III. DESIGN INFORMATION
Q r
vComplete the following table. If additional space is needed the information should be provided in the same
H format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
v f http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the I0- ear storm.
1� d
Q
t
lb
Swale No.
Drainage
Area ac
Impervious
Area ac
Grassed
Area ac
C
Q
cfs
Slope
%
Vallow
(fps)
Vntoel
(fps)
Flow
Depth ft)
31 1^
2.53
0.62
1.91
0.46
6.05
n/a
2.0
1.88
0.62
ljlti �-
0.63
0.16
0.47
0.46
1.51
n/a
2.0
1.33
0.36
3`
0.76
0.79
0.57
0.46
1.82
n/a
2.0
1.36
0.37
0.69
0.17
0.52
0.46
1.60
n/a
2.0
1.34
0.36
5
G' -6-
2.51
0.87
0.23
0.44
7.7
0.50
4.5
1.98
0.71
L•Z -
2.40
0.94
0.20
0.47
8.0
0.50
4.5
2.0
0.72
V 3 S
4.91
1.81
0.43
0.46
15.7
0.25
4.5
1.83
1.12
CA rl
1.60
0
0.24
0.15
1.7
0.25
4.5
1.03
0.41
C' 410-
1.26
0.22
0.15
0.30
2.6
1.00
4.5
1.91
0.36
1T
1.26
0.22
0.15
0.30
2.6
1.11
4.5
1.15
0.5
4-2-
2.51
0.45
0.30
0.30
5.2
0.25
4.5
1.38
0.69
13
14
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 5

�,
v C

IV. REQUIRED ITEMS CHECKLIST
I
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 21-1.1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
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 that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials
Sheet No.
4.6
� a. t
For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
Qcf1
4 b. t
For HQ W or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative
buffer is provided adjacent to surface waters.
�2tp
a A c. t
For Phase 11 Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
�O
d.
Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to D WQ within 30 days of
platting and prior to the sale of any lots.
XL0
Qea,fe.
Built upon area calculations are provided for the overall project and all lots.
Q
! A f.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:]for curb outlet swales.
44P
6 r L h.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects,
calculations for shear stress and velocity are provided if slope is greater than 5%.
4L9
& ref i.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
,et.
CAW j.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity <_ 2 ft/s).
/&# A04 k. Swale detail and permanent vegetation is specified on the plans.
Rt.O iL 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
/c4rf m. Swales are located in recorded drainage easements.
AC4 At-9rJ n.tt Length of Swale or vegetated area is at least 100 feet for each curb outlet.
Q(/1 L^r o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
2 [6 ALbIJ p." Curb outlets direct flow to a Swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 5

.�
.
i
�.
.F
li
.r'
�..
iY
��..
}'
i`

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the Swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Donald G. Lawrence - Member Manager - LPS Developers, LLC
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, �0 S (ti✓a Pn„ pg , a Notary Public for the/State/of (lo./l �ti I:o, , County of
frri-Ki , do hereby certify that r..a./ p� /, L.�.,.i,�r e�personally appeared before me [his3_/
day of 7u.1r. C4 I , and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
No signature
9
N01ory Public2'�%
cdpges County
MY mission expires=
02/07/2012
�ryCA00�.`°
Form SW401-Low Density-Rev.3-2/10/09
My commission expires elf2
Page 5 of 5

LONGLEAF PINES - A PUNNED UNIT DEVELOPMENT
THURWAN ROAD
NEW BERN, NORTH CAROIINA
T
/��A } AVOLIS ENGINEERING, P.A.
,p
L vw m. mwa.�..l. [.o[�...rq
m w. 1556...1. W. AS 2M
DRAINAGE BASIN LAYOUT
ce,"-000& FAX (aszjsss-es0v
u�

�, - .,
... �__,
J /`
/ • �,•
% � ':.7
/ �
fit;
�.,�
�: S`�
'.:J
1i91
/ � :�

(Benvea vw &rs 2gZq
D&A Jr✓ ny a' A te► = 1 a� 280 SF2
1,,, p, ,,D,s A26*
Ac,
c�. &z AT.
`, �" i �(j,`�Sx o•�Z 1 + �0.3ox 191L = d,4(� : C,
a 53
� D= CAA �o•y��5a��ya a.s3/4c,�
C&Lcu c,ATir . V r7e�,4w 1.1 l J3,n� �ie�.+r+.Rs6m SdPTzJAI '
ti
roil�7ss�SF O•G3
4p,S a Li'S�'T�{i ) dI �SSITLI
I
✓t �3 5 b • Y'iS/Qz.
C`

q(
✓ � l33 �Ps
DuS
Lars -
y 7 oO�
D• #2. PT
L ors 39 � 4 0)
P� ru,auS A� =
60PP5
o . 33 A-c.

• � I 1 14-/
lAJr
SWR(.!; $�3 IZv�aFf i'JLpr-
I
Are Aw.*
C' = o, q c0
0,-7 & Az..
o. 19 Aq,
O. s'7 A-r-.
I, e2 e4S
Sw�lLG # `i (Ltidr-c (FFaa,.,, u,s 135- 13q)
��a P 2`i,92ssF� O,lo�j A`
i
I
V- �,24 fps

Permit Number: S W 70!�-1 10 S
(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 is provided.. RECEIVED
This system (check one):
[`does ❑ does not incorporate a vegetated filter at the outlet. AUG — 4 ZOOS
This system (check one): ®100-WAR0
2'ddoes ❑ 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.
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.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3
Page 1 of 4

ji
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-Rev3
Page 2 of 4

01
Permit Number: ,S W %6 5_1 1 0S
(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.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is dams ed
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 _�{'. 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.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 1 7, J
1 3, G r Pe nanen Pool t
- j.-------r------ Volume Sediment Removal Elevation_ Volume
frMin.-----------------------------------j--------- ------
Sediment Bottom Elevation s 1-fr r
Storage Sedimet
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3
Page 3 of 4

•• Permit Number:'] W '%O'j 1 1 a S
(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:
✓ 2
BMP drainage area number:_ 3 A31 A 4; 1 / POND �d 2
Print name: -Jvr�ja Ir�- Cv• i,Awr-o"c.cz- , 2 fA-n.Y 11-6"­e-
Title: A d-Ar t" ,e r G p S rP--* ti -ez / /2p�,r , 4-6 C
Address: 'Op6'.-< - A / &e,74--114 45<va(^.le N C- 2R
Date:_ <i . t-a
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, k . av l c,, a Notary Public for the State of
N o&4 Coifa•J, iM County of -to,A �e S do hereby certify that
personally appeared before me this
day of -tun e z coo g , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires6 Z/o
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

J E+ S
r E CJ
af
J � O
lrl'r'ItiltR!\\1

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT AUG - 4 2008
FOR LOW DENSrrY DEVELOPMENT WITH CURB AND GUTTER �y
This forre navy be photocopied for use as an original 0INQ-j��)U tl AREf(�
DWOStormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
shoving all stormwater conveyances and curb outlet details.
1. PROJECT INFORMATION
Project Name : Longleaf Pines
Contact Person: Donald G. Lawrence Phone Number: ( 252)447-1529
Curb outlets to (check one): ® Swale ❑ Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1008, NCDENR BMP Manual (2007), and Session Law 2006-246.
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 that the following design
requirements have been met and supporting documentation is attached. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If a requirement has
not been met, attach justification.
Page/Plan
Initials Sheet No.
II.t.3 a. Curb outlets direct flow to a Swale or vegetated area.
tiro b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from, the 10-year storm.
4_0 C. Flow velocity is non -erosive for peak flow from the 10-year storm event.
2 LA d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
R -Q f. Length of swale or vegetated area is at least 100 feet.
g. The system takes into account the ran -off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
Fenn SW401-Curb Outlet System-Rev.2 Page t of 3

40 h. Swales are located in recorded drainage easements.
i. Grass type(s) for permanent vegetative cover specified on detail.
j. Swale detail provided on plans.
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual.
Tnhle 1. Swale Design Information
Swale No.
Drainage
Area ac
Impervious
Area.(ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
N
Vailow
(f s)
Vactual
(fps)
Flow
Depth (ft)
1
2.53
0.62
1.91
0.46
6.05
0.3
2.0
1.88
0.62
2
0.63
0.16
0.47
0.46
1.51
0.3
2.0
1.33
0.36
3
0.95
0.23
0.72
0.46
2.27
0.3
2.0
1.47
0.42
4
1.34
0.33
1.01
0.46
3.21
0.3
2.0
1.60
0.48
5
3.00
0.74
2.26
0.46
7.18
0.3
2:0
1.96
0.66
6
0.76
0.19
0.57
0.46
1.82
0.3
2.0
1.36
0.37
7
0.69
0.17
0.52
0.46
1.65
0.3
2.0
1.34
0.36
8
9
10
11
12
13
14
15
16'
17
18
19
20 .
21
22
23
24
25
Form SW401-Curb Outlet System-Rev.2 Page 2 of 3

IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every ninoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates; curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge acid agree by my signature below that 1 am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:Donald G Lawrence Manager - LPS Developers LLC
Address:803-A Fast Main Street. Havelock, NC 28532
Phone
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots hm,e been sold and a
resident of the subdivision has been named the president.
1, Marsha G. Eedy , a Notary Public for the State of North Carolina, , County of
Craven , do hereby certify that Donald G. Lawrence personally appeared before me this 31
day of July 2008 and acknowledge the due execution of the forgoing infiltration basin maintenance
il
requirements. Witness my hand and official seal,
aOTAgy.:1
0 C
�p� COUNSy`100
My commission
C "A
6/21/09
Form SW401-Curb Outlet SystenrRev.2 Page 3 of 3

..:•..
.�' �
•�
__ _ �s
C
t.
_i �
_
?
' ;�
`o
'y
•]
..
..a
••i��. �i�s
...
;l`..

.r
' Permit Number: Sw %0 j I t 0 S
(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 is provided. ECEiVED
This system (check one): AUG — 4 2008
[`]`does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one): OVA W AR0
9�Les ❑ 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,
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
lon
_2pyroximately 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:
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
Detennine 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: S W %6
(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.
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 �-� feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads ' i • feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation
3 • Pe anen Pool
Volume Sediment Removal Elevation_ �J_� Volume
L . O fr Min.
Sediment Bottom Elevation 1Z� 1-fr n
Storage Sedimer
Storage
FOREBAY MAIN POND
Forth SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number: S W ?<n � 1 10
(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: 954TI'i 0 #
Print
Date: & . / 2 • b q
i' e
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, �oS�� q e h , a Notary Public for the State of
N o t i 1. CoYrol i �g , County of c--�, , do hereby certify that
�0' C personally appeared before me this 12 fh
day of �r _ 2Oo T , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my band and official
seal,
My commission expires 07d U/Z
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

0

High Density Residential Subdivisions FEB 14 2011
Deed Restrictions & Protective Covenances
r'
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Donald G. Lawrence acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW7051105 as issued by the Division of Water Quality under
the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 2,880 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
M
I, JoS L'Va K, , a Notary Public in the
State of Na r > " Ccvral County of -To r--c >
do hereby certify that �hg,id G • Lew r cnct personally appeared
before me this the 31 5 4- day of 20// , and acknowledge
the due eon of the foregoing instrument. Witness my hand and official seal,
10 PA
Si r p5� G�9
- Notory-PubIICy
My Commission expires 0 Z/a7 /70 1'L = Jones county
—� -
= MY Commission expires_
0210712012
?� Z
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

lvutt> Cor.ui;,
R uM

(Page L o! 6)
f
1111111111111011
raaaa r0: 000e" aaaan rya: OP
Ratordadi 01/Oa009 at SI:It:aa AM
ha Ant: µ,029.00 Page t of a
Exalt Tax: f4,000.00
arrl
Sh rri, 9. 1W
ahRlcharE Raatater of Dead,
m2709m890
Parcels: 7.104-9016; 7.104-9017; 7-104-A-018; 7-104-A-019; 7-104-A-020; 7-104-A-021;
7-104-A-022; 7.104-A-023; 7-104-A-066; 7.104-A-067; 7-1044-068; 7-104-A-084;
7-104-A-085; 7-104-A-086; 7-104-A-087; 7-104A-088; 7-104-A-089; 7-104-A-090;
-104-A-091; 7-104-A-092; 7-104A-093; 7.104A-094; 7-104-A-095; 7-104-A-096;
-104-A-097; 7-104-A-098; 7-104-A-099; 7-104.A.100; 7-104-A-101; 7-104-A-102;
7-1-103;7-104-A-104;7-104-A-105;7-104-A-I06;7-104-A-107;7-104-A-108;
7- A109;7-104-A-110;7-104-A-111;7-104-A-112; 7-104-A-151; 7-104-A-152;
1 A-153; 7-I D4-A-154; 7-104-A-155; 7-104-A-156; 7.104-A-M; 7-104-A-194;
�� 7- 95; 7-104-A-196; 7-104-A-197; 7-104-A-198; 7-104-A-199; 7-104-A-200;
-1 -A-2 [• 7.104-AAOE; 7-I04-A-OOF; 7-104-A-000; 7-104-A-OOH; 7-104•A-0OI;
04-A.007: 04-A-12000:7-104-A-12001
STATE OF
COUNM
II�YEfF a • �
2008 by and between ION!
LPS DEVELOPERS, LLC,
Carolina 26532, party of the second pan; �J ,
WITNNJR E4
That the party of the fast part in oonside t
Dollars (S10.00) and other good and valuable consideratic
second part, the receipt of which hereby is acknowledged,
Return To.
s4� I" Firm
New Beem,, NC 28S6o
_dayof AAAleh
party of the first pan; and
r Street, Baveloek, North
0
AND Sanm, P.A., 1 D01 College Court, Post Office Box
and No/100
ythe
'party of the
\ry �by these
No opinion on title is rendered by WARDANDS)am,P.A., without a separate written opinion on
title from WARD Am Soma, P.A.,
0
FEB 14 2011
Eook:2709,Page:090

,/ (Yugo 2 of 6)
IieepN ID: OOOOOt0iN76 Type: pp+
w2709pa891
Paps Z Of 0
presents does bargain, sell and convey unto the party of the second part, said party's successors
and assigns, subject to the matters hereinafter set forth, the following described property, to wit:
The property lying and being situate in Number Seven Township,
Craven County, North Carolina and being more particularly
1 \ described as follows:
All that certain property acquired by Longleaf Pines Developers,
C from Weyerhaeuser Real Estate Development Company by
(iced recorded in Book 2314, Page 381(Parcel 1B. consisting of 50
res) and in Book 2358, Page 389 (Parcel 1C consisting of 33.19
ac including all easements and appurtenances thereto, said
e ing a portion of Craven Tract 32 for Weyerhaeuser Real
to D#velopment Company as recorded in Plat Cabinet Ii, Slide
E in of the Register of Deeds of Craven County.
C G 'ROM, Lots 1 through 17, inclusive, 69
83,' usi 1 ugh 150, inclusive, and 202 through
210,' us ns o p of Longleaf Pines Phase I as
recorded' Ltt et }j, 'd in the office of the Register
of Deeds of C nun P and all of the property
conveyed to Lo eaf ' rs Association, Inc., by
deed recorded in 52 age a ice of the Register
of Deeds of Craven Co
Subject to recorded essemeo(k�men)6eyd�r`sar ovs
covenants of record. \ /
This conveyance is Anther made subj i t the O
Exceptions shown oExhibit attached o
herein by reference aa nd to (a) rnning ardinences og
property and (b) matters of record existing on Jan 3 ,
The aforesaid property is conveyed "as Is and "where is 'th7
respect to the physical condition of the property avd the
improvements required to be constructed in order to develop
property and to complete the development of the properly. After
npok:2709,Page:890

(Page 3 -of 6)
r
tillitillir®®ir
,27a9,o892
the date hereof, the party of the first part shall have no obligation
to the party of the second part or to any other person or entity to
construct any improvements or to complete the construction of any
improvements upon which construction has begun.
The party of the first part, for itself and its successors and assigns,
retains the right to construct gravity sewer extensions from the
sewer system on the property to serve the Gables Run commercial
�Foperty across Thurman Road as depicted on the approved sewer
collection system engineering drawings prepared by Avolis
.Engineering, PA. (Manhole #36 to Manhole #38).
:yenta is made subject to the Subdivision Street
; Statement recorded in Book 2496, Page 446 in the
r of Deeds of Craven County and is made
the ri ofothers (nuluding the lot owners in Phase 1)
b ' th own on the subdivision map for
?' P recAd in Plat Cabinet H, Slide 69D,
:ew Av lief Ra Lane and Austin Avenue.
The stonnweter f e roperty being conveyed
and for Phase 1 're age i in all portions of
Phase 1 and in the pro er ' provides for
stomtwater retention/deta ion rids 2 (Plat Cabinet H,
Slides 106F and G in the o e er Deeds of Craven
County), Phase 3 (Plat Cabinet Slide 1 A in the office
of the Register of Deeds of Craven ) I
portions of the property herein conveyed. The d
pert, for itself and its successors and assi by r tan of
this deed, assumes and agrees to perform the o ons o
party of the fast part under the permits for the sto d
system Further, the party of the second part, for itse its
successors and assigns, agrees that the stormwater frQ
Phase 1 may continue to drain into the stormwater drainage
which drains into the property being conveyed and into the
retenliotJdetention ponds for such stormwater drainage system,
sook:2709,8age:890

(Page a of 6)
i®®IIIIIINIIIIIII
ru9� IDe OOOOa18WNe P�• W
Pyp 1 of a
4709PM3
such ponds being located on Phase 2, Phase 3 and the unplatted
portions of the property herein conveyed, all according to the
presently existing design of the stormwater drainage system.
This conveyance is made subject to ad valorem taxes for the
current year, which taxes the party of the second part, by accepting
this deed, agrees to pay.
HAVE AND TO HOLD said property and all privileges and appurtenances
onging to the party of the second part, said party's successors and assigns forever.
Nwrnitten.
party of th�-me
st part covenants that said party is seized of said property
in feeconvey in fee simple; that the same is fee from encumbrances
excepetions mentioned above and that said party will warrant and
defenda the lawful claims of all persons whomsoever.
e party of the first part has caused this
instrue and' as to be binding, this the day and year first
abovea
By:
V.
DEVELOPERS, LLC (SEAL)
aook:2709,Page:990

(page 5 of 6)
a-2709Ps894
e-'FAy„1.( COUNTY, NORTH CAROLINA
I certify that the following person personally appeared before me this day, acknowledging to me
t�ae signed the foregoing dommem for the purposes stated therein, in the capacity indicated,
ffid g been first authorized to do so: THOMAS ANDREW BAYLISS, IV, MANAGER OF
IONPLEAF PINES DEVELOPERS, LLC.
�02aia.717• Co lb„,✓
ftnature of Notary Public
My commission expires: _,3/2/g&o g .
OgPpY
/
PVO,'
or stamp must appear within this box.
980254-00008
NBMAlM764725\1
5
eook_2709,Raga:890

(Page 6 of 6)
11HIIIIIIIIIIIb11
Iup r0: 00MJ30U82 7�P:: MP
Pwe a of e
Bx2709Pa895
Exhibit A
The title exceptions to the property ("Permitted Exceptions") include the following:
a. RiparianAittoral rights incident to the land, including but not limited to the
continuous and uninterrupted flow of any creeks, streams, branches and ditches
crossing the insured land as shown on the maps recorded is Plat Cabinet H, Slides
1-A through 1-F and Plat Cabinet H, Slide 10E in the office of the Register of
Deeds of Craven County.
Easement to the City of New Sam recorded in Book 1249, Page 624; and
Book 514, Page 346, Craven County Registry, as shown on the Surveyors Report
prepared by David L. Jones, Jr, PLS.
fltsemem to Carolina Power and Light Company recorded in Book 770,
Page 123; and Book 757, Page 404, Craven County Registry, as shown on the
'SbNeyors Report prepared by David L. Jones, Jr., PLS.
setback lines and any other matters shown on plat recorded in Map
Veed
Page 48; and Map Book 12, Page 19, in the office of the Register of
rave ounty.
e. Easem nt(s to o ephone and Telegraph Company recorded in
Book 5 e 4 ' e of the Register of Deeds of Craven County.
f. Restrictions ap ng in Weyerhaeuser Real Estate Development
Company record in k 14, a in Book 2358, Page 389 in the
office of the Registe 3 of ven
g. Declaration of Covtnants S no S Water Facility Maintenance
worded in Book 2425, Page the o Register of Deeds of Craven
County. I I
h. All matters shown on the map of Longl Pin PhasE in Plat
Cabinet H. Slides 106F and G, in the office the o of C�
County.
i. All matters shown on the map of Longleaf Pines F
Cabinet H, Slides 109A and B, in the office of the
County.
Book:2709,Page:890