SW8031214_HISTORICAL FILE_20110429

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW K51A 14
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
�HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Hammers, Angela
From Hammers, Angela
Sent Friday, April 29, 20112 31 PM
To 'Matt Regets'
Subject RE Vineyard Pointe
Thank you for the update Matt It was timely and I appreciate the details of the continuing work to bring this permit into
compliance
Sincerely,
Angela Hammers
From: Matt Regets [mailto mregets(ftrpgroup com]
Sent: Wednesday, April 27, 20119 58 AM
To: Hammers, Angela
Cc: John Leonard, 'David Hollis', 'Jeffrey Rudzik'
Subject: Vineyard Pointe
Angela,
I wanted to give you an update as to the status of Vineyard Pointe, Storm Water Project Number SW8 031214 We met
on site with David Hollis of Hanover Design and our excavator to review the scope of work required at each retention
pond We are currently setting up a trucking firm and a local landfill who will take the material we will be removing
Work will begin shortly and we will continue to coordinate this with Hanover Design
Once completed Hanover will submit the As Built Drawings for your review
Please let me know if you have any additional questions
Thank you
Matt
Matt Regets
Project Manager
NRP Contractors LLC
5309 Transportation Blvd
Cleveland, Ohio 44125
[phone] Direct
[phone] Fax
mregetsO.nrpgroup com
2009 RP
I� ;
Multifamily 1X-wiop111ent
Firm uF the Yvar

Hammers, Angela
From Hammers, Angela
Sent Monday, February 14, 2011 11 52 AM
To 'Matt Regets'
Subject RE Vineyard Pointe
M r Regets,
Thank you for the email about the progress at the Vineyard Pointe project located herein Wilmington I appreciate your
persistence and apologize for our extended phone tag recently It is good to hear that Hanover Design in on the project
an work is underway I thank you for continued updates as the work is completed Please let me know if you have any
questions
Sincerely,
Angel Hammers
From: Matt Regets [mailto [e-mail]]
Sent: Monday, February 14, 2011 10 41 AM
To: Hammers, Angela
Cc: David Hollis
Subject: Vineyard Pointe
Good morning,
In response to your letter dated January 20, 2011, we have employed Hanover Design Services to do the Certification of
the Strom Water System at Vineyard Pointe in Wilmington, North Carolina, Strom Water Project # SWB 031214
They have been on site and are working on there As Built drawings I will keep you updated as they continue to work
through this process
Please contact me with any questions or comments
Thank you for your help
Matt Regets
Project Manager
NRP Contractors LLC
5309 Transportation Blvd
Cleveland, Ohio 44125
[phone] Direct
[phone] Fax
mregetsO.nrpgroup com
Zoo Ott
MuldfarMly D elopment g RP
I} 114
Firm of the Year

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�.wP
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
January 20, 2011
Mr John Leonard, VP Construction
NRP Vineyard Pointe, LLC
5309 Transportation Blvd
Cleveland, OH 44125
LETTER OF INQUIRY
Vineyard Pointe
Stormwater Project No SW8 031214
New Hanover County
Dear Mr Leonard
You should have received a copy of our Notice of Inspection for the subject project's stormwater
controls, conducted on October 11, 2010, to determine compliance with Stormwater Permit
Number SW8 031214 issued on March 30, 2004 Please advise if you have not received it and
we will resubmit it to your attention
The last notated conversation I have was on December 7, 2010 in which you stated you
planned to contact the design engineer, Mr David Hollis, regarding the required certification of
the stormwater system
In order to bring this project into compliance, the required action on your part is to submit a
signed and sealed Engineer's Certification Please inform this Office in writing before February
23, 2011, of the specific actions that will be undertaken and the time frame that will be required
to perform and submit this Certification If you have any questions, please contact meat (910)
796-7317 or via email at angela hammers@ncdenr gov
Sincerely,
Angela Hammers
Environmental Specialist
End Certification form for SW8 031214
cc WIRO files
GDSlakh S IWO&STORMWATERTermlts & Projects120031031214 HD12011 01 CEl_addtnfo 031214
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405 One
Phone [phone] FAX [phone] Customer Service 1-877.623 6748 NorfhCar-oli na
Internet www ncwaterqualrty org Nlltd!l Allf
An Equal Opportunely 1 Affirmative Action Empfoyr r

State Stormwater Management Systems
Permit No SW8 031214
Vineyard Pointe
Storrrmwater Permit No SW8 031214
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the protect,
(Protect)
for (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No SW8 031214
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structui a is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regtonal Office
Tony Roberts, New Hanover County Building Inspections
Page 8 of 8

Mtn
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins
Governor Director
October 12, 2010
Mr Bradley Parker, Manager
NRP Vineyard Pointe, LLC
4030 Wake Forest Road, Suite 300
Raleigh, NC 27609
Subject: NOTICE OF INSPECTION
Vineyard Pointe
Permit No. SW8 031214
New Hanover County
Dear Mr Parker
Dee Freeman
Secretary
On October 11, 2010, Angela Hammers of the Wilmington Regional Office of the
Division of Water Quality (DWQ) inspected Vineyard Pointe in New Hanover County to
determine compliance with Stormwater Management Permit Number SW8 031214
issued on March 30, 2004 DWQ file review and site inspection revealed that the site is
not compliant with the terms and conditions of this permit Please find a copy of the
completed form entitled "Compliance Inspection Report" attached to this letter, which
summarizes the findings of the recent inspection
As indicated in the attached inspection report, the following deficiencies must be
resolved
1 An engineers' certification of the stormwater system was not found in the file
Permit Condition II Schedule of Compliance, No 7 states Upon completion of
construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for
the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other
supporting documentation
2 Debris has accumulated at the outlet structures of both ponds
3 Create an inspection schedule per the O&M agreement to keep the stormwater
system components in good working order (Copy of O&M agreement enclosed)
Please inform this Office in writing before November 15, 2010, of the specific actions
that will be undertaken and the time frame that will be required to correct the
deficiencies Failure to provide the requested information, when required, may initiate
enforcement action including the assessment of civil penalties of up to $25,000 per day
Wilmington Regional Office
127 Cardinal Dnve Extension, Wilmington North Carolina 28405 One
Phone [phone] FAX [phone] Customer Service 1-877-623.6748 NO h Carolina
Internet mwv ncnraterquahty arg ���ur��/
An Equal dpporlunity 1 Af rmatme Action Employer

Mr Bradley Parker
Vineyard Pointe
Stormwater Permit No SW8 031214
If a written plan of action is not submitted to this office by November 15, 2010 then
DWQ staff will re -inspect the site and issue a Notice of Violation if the listed deficiencies
have not been addressed
Please be reminded that if any ownership or name change has occurred it is the
permittee's responsibility to notify this office in writing If you have any questions please
contact me at the Wilmington Regional Office, telephone number [phone]
Sincerely,
Angela Hammers
Environmental Specialist
Enclosure Compliance Inspection Report
Operation and Maintenance Agreement copy
Designer's Certification form
GDS1akh S 1WQSISTORMWATERIINSPECT1031214 oct10
cc John Hennessy-NPS-ACOU
City of Wilmington Development Services
David Hollis, PE (Hanover Design Services)
WiRO Files
Page 2 of 2

Compliance Inspection Report
Permit SW8031214 Effective 03/30/04 Expiration 03/30/14 Owner NRP Vineyard Pointe LLC
Project Vineyard Pointe
County New Hanover 4818 Franklin Ave
Region Wilmington
Wilmington NC 28406
Contact Person Lon Sharp Title Regional Property Manag Phone [phone]
Directions to Project
South on Lullwater frmo Market (Rte 17), past Franklin Ave
Type of Project State Stormwater - HO - Detention Pond
Drain Areas 1 - (Burnt Mill Creek) (03-06-23 ) ( C,Sw)
2 - (Burnt Mill Creek) (03-06-23) (C,Sw)
On -Site Representative(s)
Related Permits
Inspection Date 10/11/2010 Entry Time 09 45 AM
Primary Inspector Angela K Hammers
Secondary Inspector(s)
Reason for Inspection Other
Permit Inspection Type State Stormwater
Facility Status ❑ Compliant ■ Not Compliant
Question Areas
N State Stormwater
(See attachment summary)
Exit Time 10 15 AM
Phone [phone]
Ext 7317
Inspection Type Compliance Evaluation
Page 1

Permit SW8031214
Inspection Date 10/11/2010
Inspection Summary
Owner - Project NRP Vineyard Pointe LLC
Inspection Type Compliance Evaluation
Reason for Visit Other
The following deficiencies were noted during the inspection
1 An engineers' certification of the stormwater system was not found in the file
2 Debris has accumulated at the outlet structures of both ponds
To bring this system into compliance, the following must be completed
1 Submit an engineers' certification of the stormwater system to this office This is based on Permit Condition 11
Schedule of Compliance, No 7 (page 4 of the permit)
2 Perform debris removal and unclogging of the outlet structure, orifice device, piping and catch basins
3 Create an inspection schedule per the O&M agreement to keep the stormwater system components in good working
order
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment A copy of the engineers certification of the stormwater system was not
found in the file
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Yes No NA NE
0000
0000
■ ❑ ❑ ❑
0000
Yes No NA NE
❑ ■ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment Trash and debris had accumulated around the outlet structures of Pond
No 1 &2
Page 2

State Stormwater Management Systems
Permit No SW8 031214
Vineyard Pointe
Stormiwater Permit No SW8 031214
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the protect,
(Protect)
for (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No SW8 031214
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 8 of 8

Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to
maintain proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below), Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i a stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the pennanent pool depth reads Z:1,0 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(flll in the blanks)
Permanent Pool Elevation Q 2• 0
Sediment Re oval El�•� 75
---------- Q - -- Sediment Removal Elevationyf� 75%
Bottom Ele AUon�c 96------ .___________ ._ .__________`________125%
______
Bottom Elevation
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical
Form SWU-ID2 Rev 3 99 Page 3 of 4

7 All components of the wet detention basin system shall be maintained in good working order
`fI acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print nameVc�'c. 1��lcU�r_.-r►i.� _1�ccLC�czc.�f4rZ
Title
Address `� r ",L.`t►�'S�`� �cL S �CQ �C
Phon
Sign
Date
LLC
t_1c
M
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.
a Notary Publi c for the State of & '- (r)" rti
County of w, '= —,do ereby certify that ' i� i' , (_ / /�
personally appeared before me this ' day of _ 7 �' .� �" �� � and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
�.y
i
Cc UN
SEAL
r My commission e�t�ir&s _)rssis 1 � tea $ 2 �2NI
Form CWt1-102 Rev 3 99 Pave 4 of 4

State Stormwater Management Systems
` Permit No SW8 031214
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bradley Parker, NRP Vineyard Pointe, LLC
Vineyard Pointe
New Hanover County
FOR THE
construction, operation and maintenance of two wet detention ponds 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 March 30, 2014, and shall
be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet The
stormwater controls has been designed to handle the runoff from 69,496 and
52,272 square feet of impervious area, respectively, for Ponds 1 and 2
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 4,650 and 6,412 square feet, respectively for Ponds 1
and 2
4 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system A permit
modification must be submitted and approved prior to the construction of
additional built -upon area from outside of the approved drainage area
Page 2 of 8

State Stormwater Management Systems
Permit No SW8 031214
Project Name
Permit Number
Location
Applicant
Mailing Address
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Vineyard Pointe
SW8 031214
Application Date
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
Pond Number
Drainage Area, 9cres
Onsite, ft
Offsite, ftz
Total Impervious Surfaces, ftz
Pond Depth, feet
@TSS removal efficiency
Permanent Pool Elevation, FMSL
@Permitted Surface Area, ft2
Permitted Storage Volume, ft3
Temporary Storage Elevation, FMSL
@Controlling Orifice
Permitted Forebay Volume, ft3
4818 Franklin Avenue
Wilmington, NC 28403
New Hanover County
Bradley Parker, Manager
NRP Vineyard Pointe, LLC
4030 Waite Forest Road, Suite 300
Raleigh, NC 27609
February 23, 2004
Burnt Mill Creek / Cape Fear
C P F 17 18-74-63-2
"C Sw"
1
2
350
250
350
250
0
0
69,496
52,272
70
60
90%
90%
420
420
3,710
4,270
6,696
7,549
432
432
1 0" 0 pipe
1 0" O pipe
1,610
1,665
@ No vegetated filter is required
@ The permitted surface area must be provided at the permanent pool elevation
@ The orifice must draw down the 1" storage volume to the permanent pool elevation
in 2-5 days
Page 3 of 8

State Stormwater Management Systems
Permit No SW8 031214
11. SCHEDULE OF COMPLIANCE
The stormwater management systems shall be constructed in their entirety,
vegetated and operational for their 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 MowinQ 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 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for the fountain's pump is based on the
permanent pool volume The maximum pump power for a fountain in this
pond is 118 HP
6 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
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 031214
9 At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, or sale of all or part of the project area
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
13 The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted
system
14 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
15 The permittee must maintain the current permitted drainage area No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification
Page 5 of 8

State Stormwater Management Systems
' Permit No SW8 031214
Ill. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction
4 In the event that the facilities fad to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 30th day of March, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan vV KflmeK, N L , uirector -
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No SW8 031214
Vineyard Pointe
Stormwater Permit No SW8 031214
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
' Permit No SW8 031214
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 8 of 8

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY NRP Vineyard Pointe, LLC
SECRETARY OF STATE L L C ID NUMBER 0628794
NA 1 URE OIL BUSINESS Real Estate
REGIS rERED AGENT CT Corporation System
REGISTERED OFFICE MAILING ADDRESS 150 Fayetteville St , Box 1011
Raleigh, NC 27601
F-Filed Annual Report
-1-0-5459704
For year 2010
Do not data enter manually
STA1 E OF INCORPORATION NC
REGISTERED OFFICE STREET ADDRESS 150 Fayetteville St , Box 1011
Raleigh, NC 27601 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER [phone] 1-StO
PRINCIPAL OFFICE MAILING ADDRESS 5309 Transportation Blvd }{ v�',
Cleveland, Off 44125
Cay.s4r(IL U� 1'V%- �1
PRINCIPAL OFFICE STREET ADDRESS 5309 Transportation Blvd
Cleveland, Oil 44125
MANAGERS/MEMBERS/ORGANIZERS
Name Alan F Scott Name J David Heller Name T Richard Bailey
Title Manager Title Manager Title Manager
Address Address Address
5309 Transportation Blvd 5309 Transportation Blvd 5309 Transportation Blvd
Cleveland, OH 44125 Cleveland, OH 44125 Cleveland, 01144125
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
T Richard Bailey
FORM MUST Bl, SIGNED BY A MANAGER/MEMBER
1 Richard Bailey
04/t4/2010
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRIN f TITLE
ANNUAL REPORT I EE $200 MAIL TO Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0523

— — ----, w _ _ r--•s ..ate
NC DENR - Division of Water Quality
Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
RECEIVED
OCT 2 7 2010
Bradley rker, anager
NRP Viney mte, LLC
4030 Wake t Rd Ceelf&'A
Raleigh, NC
, Posr.�
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® PITHfY HOMES
02 1R I $ 00.910
0008559826 OCT14 2010
MAILED FROM ZIPCODE 28405
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ATTZMRTED - NOT KNOWN
UNABLE TO PORWAPO
BC 2040.5540627 *1054-37256E-15-34
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins
Governor Director
October 12, 2010
Mr Bradley Parker, Manager
NRP Vineyard Pointe, LLC
4030 Wake Forest Road, Suite 300
Raleigh, NC 27609
Subject. NOTICE OF INSPECTION
Vineyard Pointe
Permit No. SW8 031214
New Hanover County
Dear Mr Parker
Dee Freeman
Secretary
On October 11, 2010, Angela Hammers of the Wilmington Regional Office of the
Division of Water Quality (DWQ) inspected Vineyard Pointe in New Hanover County to
determine compliance with Stormwater Management Permit Number SW8 031214
issued on March 30, 2004 DWQ file review and site inspection revealed that the site is
not compliant with the terms and conditions of this permit Please find a copy of the
completed form entitled "Compliance Inspection Report" attached to this letter, which
summarizes the findings of the recent inspection
As indicated in the attached inspection report, the following deficiencies must be
resolved
1 An engineers' certification of the stormwater system was not found in the file
Permit Condition II Schedule of Compliance, No 7 states Upon completion of
construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for
the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other
supporting documentation
2 Debris has accumulated at the outlet structures of both ponds
3 Create an inspection schedule per the O&M agreement to keep the stormwater
system components in good working order (Copy of O&M agreement enclosed)
Please inform this Office in writing before November 15, 2010, of the specific actions
that will be undertaken and the time frame that will be required to correct the
deficiencies Failure to provide the requested information, when required, may initiate
enforcement action including the assessment of civil penalties of up to $25,000 per day
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone [phone] FAX [phone] Customer Service 1.877-623-6748 NorthilCarolina
Internet, www ncwaterquallty org atura!!
An Equal Opportunity 1 AfflrmaGve Action Employer

Mr Bradley Parker
Vineyard Pointe
Stormwater Permit No SW8 031214
If a written plan of action is not submitted to this office by November 15, 2010 then
DWQ staff will re -inspect the site and issue a Notice of Violation if the listed deficiencies
have not been addressed
Please be reminded that if any ownership or name change has occurred it is the
permittee's responsibility to notify this office in writing If you have any questions please
contact me at the Wilmington Regional Office, telephone number [phone]
Sincerely,
Angela Hammers
Environmental Specialist
Enclosure Compliance Inspection Report
Operation and Maintenance Agreement copy
Designer's Certification form
GDSlakh S 1WQSISTORMWATERIINSPECT1031214 oct10
cc John Hennessy-NPS-ACOU
City of Wilmington Development Services
David Hollis, PE (Hanover Design Services)
WiRO Files
Page 2 of 2

1 - .b.
Compliance Inspection Report
Permit SW8031214 Effective 03/30/04 Expiration 03/30/14 Owner NRP Vineyard Pointe LLC
Project Vineyard Pointe
County New Hanover 4818 Franklin Ave
Region Wilmington
Wilmington NC 28406
Contact Person Lon Sharp Title Regional Property Manag Phone [phone]
Directions to Project
South on Lullwater frmo Market (Rte 17), past Franklin Ave
Type of Project State Stormwater - HD - Detention Pond
Drain Areas 1 - (Burnt Mill Creek) (03-06-23) ( C,Sw)
2 - (Burnt Mill Creek) (03-06-23) ( C,Sw)
On -Site Representative(s)
Related Permits
Inspection Date 10/11/2010 Entry Time 0946 AM
Primary Inspector Angela K Hammers
Secondary Inspector(s)
Reason for Inspection Other
Permit Inspection Type State Stormwater
Facility Status Q Compliant ■ Not Compliant
Question Areas
N State Stormwater
(See attachment summary)
Exit Time 10 15 AM
Phone [phone]
Ext 7317
Inspection Type Compliance Evaluation
Page 1

Permit SW8031214 Owner - Project NRP Vineyard Pointe LLC
Inspection Date 10/11/2010 Inspection Type Compliance Evaluation
Inspection Summary
The following deficiencies were noted during the inspection
1 An engineers' certification of the stormwater system was not found in the file
2 Debris has accumulated at the outlet structures of both ponds
To bring this system into compliance, the following must be completed
Reason for Visit Other
1 Submit an engineers' certification of the stormwater system to this office This is based on Permit Condition II
Schedule of Compliance, No 7 (page 4 of the permit)
2 Perform debris removal and unclogging of the outlet structure, orifice device, piping and catch basins
3 Create an inspection schedule per the O&M agreement to keep the stormwater system components in good working
order
Pilo Rovinur
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment A copy of the engineers certification of the stormwater system was not
found in the file
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements'?
Yes No NA NE
■ ❑ ❑ ❑
❑ ■ ❑ ❑
■ ❑ ❑ ❑
❑ ❑ ■ ❑
Yes No NA NE
❑ ■ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment Trash and debris had accumulated around the outlet structures of Pond
No 1&2
Page 2

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
February 19, 2004
Ms Linda Lewis, Environmental Engineer
Department of Environment and Natural Resources 7rEa
�Division of Water Quality127 Cardinal Drive Extension
Wilmington, NC 28405-3845 2 2004
Re Vineyard Pointe, revisions to SW8 031214
Dear Linda
Enclosed please find 4 copies of the Plan, revised as per your comments as follows
I I usually do the permanent pool volume estimation by the tormula in the Erosion Control Manual
Vol = 0 4*h*SA, which generally gives a good approximation (I believe this is roughly based on
the formula for the volume of a cone — 1/3*PI*r^2*h) Thus 3500*7*0 4=9800cf When I actually
ran the contours as requested, calculation attached, I found that the volume was actually closer to
8000ef— I believe this discrepancy comes about by taking out the volume of the forebay
underwater "dam" Anyway, I stand corrected and am enclosing the front sheets of the Pond
supplements revised to show the correct figures, and have revised the plan
2 See no 2 above
3 1 would like to talk to you sometime about the surface area reporting I believe that if we report the
actual maximum designed SA (even though it may be 50% larger than required), then when it
comes time to certify the pond, the developer is penalized for having a larger pond SA designed
than is necessary Nevertheless, I revised all data to conform to the actual designed area and the
supplements
4 1 added the building dimensions to the plan as requested Sidewalks are reported by length of
various widths (see the impervious tabulation sheet in the calculations) For example 825LF of
6 5'wide sidewalk = 5370sf
5 I appreciate your flexibility on some of these "unusual configuration" ponds
As always, if you have any questions or comments, please feel free to call me Thanks for your
consideration in this matter
SincereI
David S Hollis, PE, PLS
attachments
xc Mr Brad Parker, The NRP Group, LLC
9844-LL2 doe
319 Walnut Street Wilmington, N C 28401 [phone]

OF WA7-�9 Michael F Easley, Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural resources
> Alan W Klimek, P E ,Director
0 Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date February 16, 2004 No. of Pages 1
To. David Hollis, RE From: Linda Lewis
Company: Hanover Design Services Water Quality Section - Stormwater
FAX #- 343-9941 FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number. SW8 031214
Project Name Vineyard Pointe
MESSAGE:
Dear David
The Division of Water Quality received the Stormwater Management Permit application
for Vineyard Pointe on December 4, 2003 The application is not complete at this time
Please provide the following items by March 16, 2004, to continue the review
Please provide the basis for the permanent pool volume calculation There
are no surface areas provided for the contours below the permanent pool, so I
am unable to verify
2 Please provide supporting calculations for how you determined what the
provided forebay volume is See item #1
3 The supplements report different permanent pool surface areas than are used
in the calculations Pick a number and carry it through
4 Please provide dimensioned building details on the plans, showing all open or
covered areas, sidewalks, etc
5 The 3 1 L W ratio comes up a little short in both ponds, with No 1 being the
worst of the two However, since your extremely conservative calculation
method creates a much larger than required surface area, this slight
deficiency is justified I have noted this on the supplement
RSSlarl S 1WQSISTORMWATIADDINF0120041031214 feb04
N C Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
��

P 1
* * COMMUNICATION RESULT REPORT ( FEB.16.2004 4 57PM )
TTI
FILE MODE OPTION ADDRESS (GROUP) RE$UL.T
---------------------- ---------------------- -------------------------------- ---
26e MEMORY TX 93439941 OK
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
NCDENR WIRO
PAGE
--------------
-- P
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
WA"0 Michael F Easley, Governor
-Q� % William G Ross Jr Secretary
y North Carolina Department of Environment and Natural Wesouroes
VW
q Alan W Klimek P E ,Director
Ir Coleen H DSulllins, Depuatty DlrueacWr
Division of Water Quality
FAX OVER SHEET
Date: February 1E, 2004
To: David Hollis, P.E.
Company: Hanover Design Services
FAX #: 343,9941
No. of Pages: 1
4P
From; Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 031214
Project Name: Vineyard Pointe
MESSAGE:
Dear David;
The Division of Water Quality received the Stormwater Management Permit application
for Vineyard Pointe on December 4, 2003. The application is not complete at this time
Please provide the following items by March 16, 2004, to continue the review:
1, Please provide the basis for the permanent pool volume calculation There

f 1 iy
Declaration of Restrictive Covenants for Conservation Area and Coastal Stormwater
Management Regulations
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
This Declaration of Restnetive Covenants for Conservation Area and Coastal Stormwater
Management Regulations is made and entered into this day of 1200 ,
by The NRP Group, LLC, a North Carolina limited liability company whose address is 4030
Wake Forest Road, Suite 300, Raleigh, NC 27609, hereinafter ("Declarant")
Declarant is the owner of the property described on Exhibit A attached hereto and
incorporated herein (the "Property") and has developed a low income housing project known as
Vineyard Pointe on the Property
As part of the permitting process for the development, Declarant is required to place
certain restrictive covenants on the Property as required by the United States Army Corps of
Engineers and the State of North Carolina Department of Economic and Natural Resources
NOW, THEREFORE, Declarant for itself, its successors and assigns, does declare that
the real property described in Exhibit A shall be held, used, sold, and transferred subject to the
following covenants, conditions and terms which are for the purpose of protecting the property
and msunng compliance with all governmental permits and regulations
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number as issued by the Division of Water Quality
under NCAC 2H 1000
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 wntten consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan for Vineyard Pointe
may not take place without the concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is 121,968 square feet This
allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the nght-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
7 All runoff from the built -upon areas on the lot must drain into the permitted
system This may be accomplished through providing roof drain gutters which dram to the
street, grading the lot to dram toward the street, or grading perimeter swales to collect lot runoff
and directing them into the stormwater system or into the street Lots that will naturally dram
into the system are not required to provide these additional measures
8 The areas shown on the plat recorded in Book , Page , of the New
Hanover County Registry as conservation areas and/or wetland areas shall be maintained in
perpetuity in this natural or mitigated condition except as provided inapplicable permits No
47212

person or entity shall fill, grade, excavate, or perform any other land disturbing activities, nor
cut, remove, or harm any vegetation, nor construct any structures, nor allow animal grazing or
watering or any other agncultural use on such conservation area except as permitted in
applicable permits This covenant is intended to ensure continued compliance with the
mitigation condition of authorizations issued by the State of North Carolina, Division of Water
Quality, and the United States of America, U S Army Corps of Engineers, Wilmington District,
Action ID , and therefore may be enforced by the State of North Carolina and/or by
the United States of America This covenant is to run with the land, and shall be binding on the
Owner, and all parties claiming under it
As stated above, these covenants shall run with the land and shall be binding on the
Declarant and all parties claiming under or through it
Covenants numbered i — 7 cannot be amended without the consent of the North Carolina
Department of Environment and Natural Resources
Covenant number 8 cannot be amended without the express written consent of the U S
Army Corps of Engineers, Wilmington District
IN WITNESS WHEREOF, Declarant has caused this Declaration to be duly executed as
of the day and year first above written
STATE OF NORTH CAROLiNA
COUNTY OF
THE NRP GROUP, LLC
By
Name
Title
M ember/Manager
, a Notary Public of the State and County
aforesaid, certify that , a Member/Manager of The NRP Group,
LLC, a North Carolina limited liability company, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument on behalf of said limited liability
company
WITNESS my hand and official seal this _ day of , 200_
Notary Public
My commission expires
47212

HANOVER DESIGN SERVICES, P.A.
319 WALNUT ST
a WILMINGTON, NC 2M1
t ' s DATE
ro �,nS - �t k,OLcsa- L,
- T.- � >
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❑ Alesse reply ❑ No mply necessary
SIGNED
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Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
December 1, 2003
Ms Linda Lewis, Environmental Engineer
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Vineyard Pointe, new submittal
Dear Linda
Enclosed please find 4 copies of the Plans forJ"&Vis!rr-u&tion of th'e above project
Also please find 4 ZW3
❑ A check for $420 00
❑ A signed Application and "Wet Detention Basin Supplement" and one copy
❑ 3 copies of the SW Calculations, including your sealed summary sheet
❑ 1 copy of the ESC narrative (FYI)
❑ A copy of the draft restrictive covenants
My understanding is that Land Management Group (Mr Christian Preziosi) is
obtaining the appropriate Army Corps permits for the developer
As always, if you have any questions or comments, please feel free to call me
Thanks for your consideration in this matter
Sincerely,
David S Hollis, PE, PLS
attachments
xc Mr Brad Parker, The NRP Group, LLC
9844-LL1 doc
319 Walnut Street Wilmington, N C 28401 [phone]

HAN[f1 F§Pf!r" SERVICES, P A
Date Type Reference
11 /20/2003 Bill
Machovia water quality permit
18240
11 /20/2003
Original Amt Balance Due Discount Payment
42000 42000 42000
Check Amount 42000
42000