SW8061037_HISTORICAL FILE_20061031

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �(2ZO3,1
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

"Aaw - NORRIS, KUSKE &TUNSTALL
A&MMi
Aim, CONSULTING ENGINEERS, INC
October 31, 2006
Mr Cameron Weaver, Express Review Coordinator
NC DENR 1 Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re State Stormwater Permit Express Review Submittal
The Bluffs at River Ridge
Wallace, NC
NKT Project No 06076
Dear Mr Weaver
J Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
Enclosed are two (2) sets of plans for the subject project, one (1) drainage area plan,
one (1) set of calculations, one (1) copy of the stormwater narrative, one (1) copy of the
Articles of Organization, one (1) copy of the Declaration of Covenants and Restrictions,
the original Division of Water Quality Stormwater Management Permit application, the
original SWU-102 supplement forms for Basins 1-4 and a $4,000 00 check for the
express permit review fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC
J hillip Norris, P
JPN/asn
06076 10-31-06-s-sw express-Itr
Enclosures
cc Kevin Hine 1 Duplin Land Development, Inc
swg 0(,( o37
902 Market Street 0 Wilmington, NC 28401-4733 6 Phone [phone] • Fax [phone]

IU/ II/ Lvrit) lb 011
'JIUZ O1045
K1VLK LANDINU
PAGE 02
bu I �
66A99
INFORMATION PERTAINING T DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density
Residential Subdivisions where lots will be subdivided and sold 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 The
following deed restrictions and covenants must be recorded prior to the sale of any lot
I 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 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 15,000 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
included raised, open wood decking, or the water surface of swimming pools
7 All run-off from the built -upon areas on the lot must drain into the permitted
system This may be accomplished through a vanety 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 system Lots that will naturally drain into the system
are not required to provide these additional measures

XU/ J1/ [rJrJG I 3.S 'JIUZ 3104a K1VtK L_ANVINU F'AUtE 113
In accordance with Title 15 NCAC 2H 1000, the Coastal 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 •E 'l�.Q� , 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 , 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 pertwrung 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 15,000 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 included raised, open wood decking, or the water surface of swimming pools
7 All run-off 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 system Lots that will naturally drain into the
system are not required to provide these additional measures
Signature , t c f ?Rf 1 Date 10131LoG
I, F b [axe P or re. ( 4 _ , a Notary Public in the
State of Nortk Card4i,a- _ _ , County of buDl r_) _
do hereby certify that Ka%A >� 4k inn_ personally appeared
before me this the 31.4 day of Gr , 20-D_(.o _ , and ��\\1 1H o;?R0.�i
acknowledge the due execution of the foregoing instrument
Signature
My Commission expires n
Witness my hand and officia-ed �yO�ARY
SEAL p�gt1C v
• .ram
/��i�ti4�R• CLOVE �NX

:, Vttj
OCT 1 b 2006
,THE CLARKGRoup
Geo-Envirvnniental Services
Land/Hydrogniphic Surveys
VIA HAND DELIVERY
October 16, 2006
Norris, Kuske & Tunstall
Consulting Engineers, Inc
Attn Mr Phil Norris, P E
902 Market Street
Wilmington, NC 28401
Re River Bluffs at River Landing
Dear Mr Norns
This correspondence is in reference to a parcel of land located north and wrest of the NE Cape Fear River,
south of River Ridge Drive of River Landing Subdivistons and east of Interstate 40 and north of SR 1941
within the Northeast Cape Fear River Basin, County of Duplin, State of North Carolina and more accurately
described on a plan provided by you entitled `The Bluffs at River Landing" dated 07/21/06
Based upon our inspection of the aforementioned property, It is our opinion that there are no areas that meet
or exceed the criteria as set forth in the Corps of Engineers Wetlands Delineation Manual Technical Report
Y-87-1 and are subject to Section 404 of the CIean Water Act, with one exception Please note on the
attached topographic quadrangle the locations of tvvo structures, kvhich are obviously man made in origin
due to their landscape position, and are identified on the U S Geological Surrey 7 5' Quadrangle (Wallace)
as blue line streams The most northern structure is perpendicular to and intercepted by the NE Cape Fear
River making It subject to periodic flooding and most likely will be junsdictional Linder the CWA
Corporate Office 5000 Blue Clav Rd Castle Havne, NC 28429 • P O Box t0136 Wilmington, NC 28404
[phone] Office + [phone] Facsimile 0 4vww cfarkgrciup us

Any land disturbing activities within the demarcated limits may be subject to permitting requirements
Please note the area demarcated within the southwest quadrant of this parcel, though noted as a potential
stream system, is not subject to periodic flooding from the adjacent riverine system nor intercepts any other
waters or wetlands subject to jurisdiction within its upper reaches Thus, it is our belief that this area is a
man made ditch that is ephemeral in nature and would not be subject to jurisdiction Attached for your use
the parcel area, 7 5' Topo and upland determination form
Thank you very much for this opportunity to be of service to you regarding this matter Should you find
that you have any questions or comments, please do not hesitate to contact either myself or Nis Anna
Edwards at [phone]
Sinc
Gary A f4hell IRegulat Wetlands Consultant
Senior Vice President, Wetlands Division
Cc Ray Garris
Attachment

. DATA FORM REC EI V EL)
ROUTINE WETLAND DETERMINATION OCT 1 6 2006
(1997 ODE Wetlands Determination Manual)
Project I Site: 1f1� }� �+ } 1 i, r S 1W! 1'i�J?11 s? f j ' r �r ! .!"r"f l rr'r Date:_ ) 0 rI C 7 _—
Applicant 1 Owner: County
investigator: Glor ; E,-v, -,r ( State: rr�
Do normal circumstances exist on the site? Yes Na Community ID %nc�
is the site signifcandy disturbed (Atypical situation)? Yas quo ✓ Transect lD .
is the area a potential problem area? Yes No ?� Piot ID:
(explain on reverse if needed)
VEGETATION
a t t Plarit pecial Stratum frictlator
Camrnant Plant Saeeles Stratum indicator
2.
f0.
3.
4 �-r,fi
8.
6 -j f14 .,, _M
��� i-
14.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks•
Z>t''
HYDROLOGY
Recorded Data (Describe In Remarks)
Stream, lake, or Tide Gauge
Aerial Photographs
_ Other
No Recorded Data Available
Field Observations.
Depth of Surface Water,
Depth to Free Water in Pit:
fin.)
Depth to Saturated Soil.
Remarks-
ri
' ! f (in.)
Wetland Hydrology indicators
Primary indicators:
Inundated
_Saturated in Upper 12"
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary indicators:
Oxidized Roots Channels in Upper 12"
. Water-Stainad Leaves
_ Local Soli Survey Data
FAGNeutral Test
_ Other (Explain In Remarks)

SOILS
F,
Map Unit Name
)"-eon �s,
Cor, pn_
(Series and Phase) _ = ,rZ
_ Drainage Class -
Taxonomy (Subgroup) _A f r I
�1 0 , l r'1 2 Confirm Mapped Type? Yes
No
Proffle [Deseri tG Ion,
I]eptfi Matra Colors
blottfe Colors Mottle Texture, Concretions,
f,ncites] Horizon (Munsell Moist)
(Munsel� Mamstl _ Abundance/Contrast Structure, etc
g
r
Ll-lok
ti
r
1 1` e I E� 1 J7Gns,l
Hydric Soil Indicators
Histosof
_ Concretions
Histic Epipedon
High Organic Content in Surface Layer in Sandy Soils
,_ Sulfidic Odor
Organic Streaking in Sandy Soils
— Aquic Moisture RegimeListed
On Local Hydric Soils List
_ Reducing Conditions
Listed on National Hydric Soils List
— Glayed or Low-Chroma Colors
Other (Explain in Remarks)
Remarks -
WETLAND DETERMINATION
1
Hydrophytic Vegetation Present? Yes `
No Is the Sampling Point .�
Wetland Hydrology Present? Yes
No Within a Wetland*7 Yes____ No,.,--,"
Hydric Soils Present? Yes
No
Remarks

State Stormwater Management Systems
Permit No SW8 061037
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Kevin Hine, Duphn Land Development, Inc
The Bluffs at River Ridge
NC 41, Wallace NC/Duphn County
FOR THE
construction, operation and maintenance of three (3) 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 November 21, 2016 and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 15 on page 3 of this permit The subdivision is
permitted for 116 lots, each allowed a maximum of 15,000 square feet of built -
upon area Future development is limited to 26,241 square feet within drainage
area 1, 106,371 square feet within drainage area 2-3, and 23,483 square feet
within drainage area 4 and is included in this permit under section 1 5 item b
(future)
3 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
Page 2 of 9

State Stormwater Management Systems
Permit No SW8 061037
9
The following design elements have been permitted for these wet detention pond
stormwater facilities, and must be provided in the system at all times
Pond #1
a
b
c
d
e
f
h
I
m
n
0
p
Pond #3
a
c
d
e
f
h
I
m
n
0
p
Drainage Aria, acres
Onsite, ft
Offsite, ft2
Total Impervious Surfaces, ft2
Lots at 15,000 ft2
Roads/Pa2rkmg, ft2
Future, ft
Offsite, ft2
Pond Depth, feet
TSS removal efficiency
Design Storm
Permanent Pool Elevation, FMS
Permitted Surface Area @PPS ft
Permitted Storage Volume, ft
Storage Elevation, FMSL
Controlling Orifice
Permanent Pool Volume, ft3
Forebay Volume, ft3
Maximum Fountain Horsepower
Receiving Stream / River Basin
Stream Index Number
Classification of Water Body
Drainage Area, acres
Onsite, ft2
Offsite, ft2
Total Impervious Surfaces, ft2
Lots at 15,000 ft2
Roads/Parking, ft2
Future, ft2
Offsite, ft2
Pond Depth, feet
TSS removal efficiency
Design Storm
Permanent Pool Elevation, FMSL
Permitted Surface Area @PP ft2
Permitted Storage Volume, ft'
Storage Elevation, FMSL
Controlling Orifice
Permanent Pool Volume, ft3
Forebay Volume, ft3
Maximum Fountain Horsepower
Receiving Stream / River Basin
Stream Index Number
Classification of Water Body
2072
902,411
NIA
541,446
450,000
65,205
26,241
NIA
75
90%
ill
330
56,550
52,649
3390
4"0 pipe
339,300
71,923
1
NE Cape Fear River / Cape Fear
18-74--(255)
"C SWP HQW"
6374
2,776,163
NIA
1,388,081
1,095,000
186,710
106,371
NIA
75
90%
1„
330
194,820
147,315
3375
6"0 pipe
1,168,920
229,108
3
NE Cape Fear River / Cape Fear
18-74—(255)
"C SWP HQW"
Page 3 of 9

State Stormwater Management Systems
Permit No SW8 061037
Pond #4
a
61
c
d
e
f
h
I
m
n
0
P
Drainage Area, acres
Onsite, ft2
Offsite, ft2
Total Impervious S40aces, ft2
Lots at 15,000 ft
Roads/Pyking, ft2
Future, ft
Offsite, ft2
Pond Depth, feet
TSS removal efficiency
Design Storm
Permanent Pool Elevation, FMSL
Permitted Surface Area @PP ft2
Permitted Storage Volume, it,
Storage Elevation, FMSL
Controlling Orifice
Permanent Pool Volume, ft3
Forebay Volume, ft3
Maximum Fountain Horsepower
Receiving Stream I River Basin
Stream Index Number
Classification of Water Body
II SCHEDULE OF COMPLIANCE
1313
571,889
NIA
257,350
195,000
38,867
23,483
NIA
75
90%
1"
285
46,600
28,590
291
3" O pipe
279,600
55,081
1
NE Cape Fear River 1 Cape Fear
18-74—(255)
"C SWP HQW"
1 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
2 The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner
3 If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit
4 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 the approved plans, regardless of size
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area
e Further subdivision, acquisition, or sale of all or part of the protect 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
Page 4 of 9

State Stormwater Management Systems
Permit No SWS 061037
5 The Director may determine that other revisions to the project should require a
modification to the permit
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 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
8 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
9 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
10 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
11 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
12 Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual
13 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of structures, orifice, catch basins and
Piping
g Access to all components of the system must be available at all times
14 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
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 061037
15 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
16 Prior to the sale of any lot, the following deed restrictions must be recorded
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 061037, 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 15,000 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
g All runoff on the lot must drain into the permitted system This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street Lots that will naturally
drain into the system are not required to provide these measures
h Built -upon area in excess of the permitted amount will require a permit
modification
17 A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds
18 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
19 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 ponds
1 and 4 is 1 HP, pond 3 is allowed 3HP maximum pump power
Page 6 of 9

State Stormwater Management Systems
Permit No SW8 061037
20 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
Ill. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan The
project must be in good standing with DWQ The approval of this request will be
considered on its merits and may or may not be approved
2 The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request
3 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
4 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The 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 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days
9 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
Permit issued this the 21 st day of November 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/9'zlml�
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 061037
Page 7 of 9

State Stormwater Management Systems
Permit No SW8 061037
The Bluffs at River Ridge Page 1 of 2
Stormwater Permit No SW8 061037
Du.plin 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 are a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No SW8 061037
Certification Requirements Page 2 of 2
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 drams 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, a
forebay, and the vegetated filter
15 The required dimensions of the system are provided, per the approved
plan
cc NCDENR-DWQ Regional Office
Duplin County Building Inspections
Page 9 of 9

"A _ NORRIS, KUSKE &TUNSTALL
Aia� CONSULTING ENGINEERS, INC
November 13, 2006
Mr Chris Baker
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re The Bluffs at River Ridge
State Stormwater Review
Request for Additional Information
NKT Project No 06076
Dear Mr Baker
We are responding to your comment letter of November 3, 2006 as follows
J Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
1 The wetlands are limited to the river bank area and have been shown on the
plans
2 Forebays have been added
3 Only pond #3 is used for treatment
4 The pond depth has been changed to 7 5 feet
We are enclosing two (2) sets of revised plans, the revised supplement applications
(SWU-102) and a letter from the wetland consultant for your continued review and
approval Please contact us if you have any further questions or need any additional
information Thank you for your assistance on this project
Sincerely,
NORRIS, KUSKE & TUNSTALL
ONSULTING ENGINEERS, I C.
P orns,
JPN/asn
06076 11-13-06-s-sw response4tr
cc Kevin Hine / Duplin Land Development, Inc
Ray Garriss / Duplin Land Development, Inc
NGV
BY-
902 Market Street • Wilmington, NC 26401-4733 0 Phone [phone] • Fax [phone]

The Bluffs at Raver Ridge (NKT ##06076)
Subject: The Bluffs at River Ridge (NKT #06076)
From: "Amy" <anorris@nkteng com>
Date: Tue, 21 Nov 2006 11 51 19 -0500
To: <chris baker@ncmail net>
Chris,
Please find the requested information listed below per your telephone conversation this morning with Phil Norris,
P E Phil Norris gives you permission to add this information to the State stormwater supplements
Pond #1 Forebay Volume = 71,932 CIF
Pond #2 & #3 Forebay Volume = 229,108 CF
Pond #4 Forebay Volume = 55,081 CIF
Please let us know if you need any additional information
Thanks,
Amy
Amy S Norris for Phil Norris, P E
Norris, Kuske & Tunstall Consulting Engineers, Inc
902 Market Street
Wilmington, NC 28401
910-343-9653 (Phone)
910-343-9604 (Fax)
It is the professional opinion of Norris, Kuske & Tunstall Consulting Engineers, Inc that this electronic information
provides design information current as of the date of its release It shall be the responsibility of the party receiving
the data to examine it to see that it contains the necessary files and information requested In transferring the tiles
in electronic media format, Norris, Kuske & Tunstall makes no representations as to the usability or readability of
documents resulting from the use of software application packages, operating systems, or computer hardware
differing from those used by Norris, Kuske & Tunstall in the preparation of such data
1 of 1 11/21/2006 1 50 PM

CAPE FEAR RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Nancy Branch
CPF05
16-41-1-17-3-2
D23SW2
WS-IV,NSW
Nancys Creek
CPF17
18-88-1-3
L26NE3
SC,Sw,HQW
Natmore Creek
CPF16
18-60
J25NE9
WS-IV,Sw
Natmore Creek
CPF16
18-68-22-1-2-2-1
J25NE9
C,SW
Natmore Creek
CPF20
18-68-22-1-2-2-1
J25NE9
C,Sw
Neal Branch
CPF17
18-66-8
J26SE1
C,Sw
Neills Coon Branch
CPF13
18-20-13-3-3
F22SW9
C
Neills Creek (Neals
Creek)
CPF07
18-16-0 3)
E23SE9
C
Neills Creek (Neals
Creek)
CPF07
18-16-(0 7)
E23SE6
WS-IV
Ness Creek
CPF23
18-74-62
J27SW8
C,Sw
Neville Creek
CPF06
16-41-2-2-1-(1)
D22NW9
WS-II,HQW,NSW
Neville Creek
CPF06
16-41-2-2-1-(2)
D22NE7
WS-II,HQW,NSW,CA
New Hope Creek
CPF05
16-41-1-(0 5)
C22SW9
C,NSW
New Hope Creek
CPF05
16-41-1-(11 5)
D23NW4
WS-IV,NSW
New Hope Creek
CPF19
18-68-3-1
H26SW7
C,Sw
New Hope Creek (including
New Hope Creek Arm of
CPF05
16-41-1-(14)
D23NW7
WS-IV,NSW,CA
New Hope River Arm
of B Everett
Jordan Lake)
New Hope River Arm
of B Everett
Jordan Lake
CPF05
16-41-(0 5)
D23SW4
WS-IV,B,NSW,CA
(below normal pool
elevation)
New Hope River Arm
of B Everett
Jordan Lake
CPF04
16-41-(3 5)
D22SE6
WS-1V,B,NSW,CA
(below normal pool
elevation)
New Hope River Arm
of B Everett
Jordan Lake
CPF05
16-41-(3 5)
D22SE6
WS-IV,B,NSW,CA
(below normal pool elevation)
Nicholson Creek (Mott Lake)
CPF15
18-31-14
G22SW5
C
Nick Creek
CPF12
17-43-9
D21SW8
C
Nicks Creek
CPF14
16-23-3-(1 5)
G21Nw2
WS-III,CA
Nicks Creek
CPF14
18-23-3-(3)
F21SWB
WS-III
Nicks Creek (Von Canon Lake)
CPF14
18-23-3-(0 5)
G20NE3
WS-III
Nigis Creek
CPF17
18-88-1-2
L26NE3
SC,Sw,HQW
Nlnemile Swamp
CPF22
18-74-26-1-1
H28SW8
C,Sw
Nixon Channel
CPF24
18-87-20
J28SW4
SA,ORW
Nixons Creek
CPF24
18-87-11
J28NW9
SA, HQW
Norris Branch
CPF07
18-7-5-1
E23NE7
C
North Branch
CPF22
18-74-29-2-3-1
H26SE4
C,Sw
North Buffalo Creek
CPF02
16-11-14-1
C19SE4
C,NSW
North Prong Anderson Creek (Cambro Pond)
CPF14
18-23-32-1
F23SW5
C
North Prong Carvers Creek (Curran Lake)
CPF15
18-24-2
G23NE4
WS-IV
North Prong Richland Creek (Farlows Lake)
CPF09
17-22-1
E19NE8
C
North Prong Rocky River
CPF12
17-43-4
D20SE3
WS-11I
North Prong Stinking Quarter Creek
CPF03
16-19-8-1
D20NW9
C,NSW
Northeast Cape Fear River
CPF21
18-74-(1)
G26NE6
C,Sw
Northeast Cape Fear River
CPF22
18-74-(1)
G26NE6
C,Sw
4Northeast-Cape Fear River
CPF22
C18=74-(25 5)
H27SE4
C,Sw;HQW
Northeast Cape Fear River
CPF22
18-74-(29 5)
I27NW2
C,Sw
Northeast Cape Fear River
CPF23
18-74-(29 5)
I27NW2
C,Sw
Northeast Cape Fear River
CPF23
18-74-(47 5)
J27NE4
B,Sw
Northeast Cape Fear River
CPF23
18-74-(52 5)
J27SW2
C,Sw
Northeast Cape Fear River
CPF17
18-74-)61)
J27SW8
SC,Sw
Northeast Cape Fear River
CPF23
18-74-(61)
J27SW8
SC,Sw
Northeast Creek
CPFO5
16-41-1-17-(0 3)
D23NW6
C,NSW
Northeast Creek
CPFO5
16-41-1-17-(O 7)
D23NW9
WS-IV,NSW
Northeast Creek
CPF05
16-41-1-17-(4)
D23SW4
WS-IV,NSW,CA
Oak Branch
CPF14
18-23-29-2-3
F22SEB
C
Page 20 of 30

r
Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
November 3, 2006
Kevin Hine, Executive Vice President/General Manager
Duplin Land Development, Inc
110 River Village Place
Wallace, NC 28466
Subject: Request for Additional Information
Stormwater Project
The Bluffs at River Ridge
Duplin County
Dear Mr Hine
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Bluffs at River Ridge on October 31, 2006 A preliminary review of that information has
determined that the application is not complete The following information is needed to
continue the stormwater review
1 Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist
2 Forebays must be provided at all inlets for stormwater ponds
3 The calculations for drainage area 2-3 encompass two large drainage ponds It
is unclear if both ponds are being used for treatment or if only pond #3 is used for
treatment Please clarify
4 Maximum depth allowed for stormwater ponds is 7 5 feet The plans and
supplementals show 12 foot depth, please correct
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to November 17, 2006, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Nonc Carolina
J�atur4"A;
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Cus Comer Service
Internet www ncwaterquahty ore Location 512 N Salisbury St Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper

.4, , Wt
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable If
you have any questions concerning this matter please feel free to call me at [phone]
Sincerely,
i�ALa^-
Chris Baker
Environmental Engineer II
ENBlcsb S1WQSISTORMWATERIADDINFO120061bluffs at river ridge
cc Phillip Norris, PE, Norris, Kuske, and Tunstall
File'

Page l of l
0t o�
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations
*Corporations Home
•Important Notice
*Corporations FAQ
*Tobacco Manufacturers
*Dissolution Reports
*Non -Profit Reports
•Venfy Certification
•Online Annual Reports
*KBBE B28 Annual Reports
Links
$Secretary Of State Home
*Register for F-Procurement
•Dept of Revenue
Legislation
e1999 Senate Bills
*2001 Bill Summaries
*Annual Reports 1997
*Corporations 1997
Search
08y Corporate Name
*For New Corporation
*8y Registered Agent
Online Orders
*Start An Order
*New Payment Procedures
Contact Us
eCorporations Division
"Secretary of State's web site
Print
*Printable Page
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date 10/31/2006
Click here to
View Document Filings 1
7.0-1Prmt apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report 1
Corporation Names
Name Name Type
NC DUPLIN LAND Legal
DEVELOPMENT, INC
Business Corporation Information
SOSI D
0331575
Status
Current -Active
Date Formed
9/29/1993
Citizenship
Domestic
State of Inc
NC
Duration
Perpetual
Registered Agent
Agent Name
Hine, Kevin a
Registered Office Address
116 Paddle Wheel Drive
Wallace NC 28466
Registered Mailing
116 Paddle Wheel Drive
Address
Wallace NC 28466
Principal Office Address
No Address
Principal Mailing Address
116 Paddlewheel Dr
Wallace NC 28466-6009
Stock
Class Shares
No Par Value Par Value
COMMON 5000
Yes NIA
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http //www secretary state nc us/Corporations/Corp aspOPitemId=4983929
10/31 /2006

w
4
ARTICLES OF INCORPORATIO Q — 0315�s--
93 272 5 04 5
FOR F j L E D
900 AM
DUPLIN LAND DEVELOPMENT, INC.
SEP 2 9 1993
Pursuant
to 55-2-02 of the General StatutesE a,
MISTEN
as amended, the undersigned does hereby submit s% � 6s of
Incorporation
for the purpose of forming a business corporation.
1. The
name of the corporation is DUPLIN LAND DEVELOPMENT,
INC.
2. The Corporation is authorized to issue 5,000 shares, all
of one class, designated as common stock.
3. The street (and mailing) address and county of the initial
registered office of the corporation is:
Number and Street: P. O. Box 759, Hwy. 117, South
City, State, Zip Code: Rose Hill, North Carolina 28466
County: Duplin
4. The name of the initial registered agent is: Brewer
Ezzell.
5. The purpose for which the Corporation is organized is to
engage in any lawful activity for which corporations may be
organized under the laws of North Carolina.
6. All shareholders shall have preemptive rights to acquire
additional shares of the Corporation.
7. The name and address of the incorporator is as follows:
HAMe Address
Richard L. Burrows P. O. Box 816
Wallace, North Carolina 28466

i
f
t '
S. To the fullest extent permitted by the North Carolina
Business Corporation Act as it exists or may hereafter be amended,
a director of the Corporation shall not be liable to the
Corporation or any of its shareholders for monetary damages for
breach of duty as a director.
9. These Articles will be effective upon filing.
This the 24 day of September, 99 .
(SEAL)
Burrows, as
Drawn by, return to;
Burrows & Hall
P.O. Box 816
Wallace, North Carolina 28466
=nic*%duptw d.Mrt

j
na 4 AM 05 '96 04 39PM PAa(R POE, RkEIGH P 9
' no t,3eo M � Ww a=
io o atCalteafR am$
Ma
.c sruc-Aas
tsss�3a.asas
=xo m-a a t s 415s 2 7 0 07 eb�
�•• semis aas es�ru-n-iarr
nrnio W-a t e a
F14" 7 ' eatir awss-es.:A-sna
on= or sac•aa
L aaxs or me-vf-u-sm
1 PANNEE a aeLea a m aim=so arras WLM aomws == k=T sao • stsasss amkan CaYat aas -
UM SPONZOINUNIV. am
/nr T..,, s.j,sa�
!lb Pw�ilt [dhVal' Dart
T�i
to no ten a T ae toss
Ldall ere MG ZGMP
a szaor ADOM svl or ametersfofa assim
ar:w arises Avon" ©sees Em-
aR n1 tease
116 Psafrlle Ldher-1 O-Aw,
a6 am"
cJ„ il4le 7 l
�NC
3 tf ASOT92sm a®r G�.:imas4lm
aQ�a91�lDaear
4 seas VMH=aa ante ametaa sets -
a vc Devs l.r m e.,+, Inc
w0114at 1 R- IJ6 as- Z84*L
e arm rsasrss psasg to ■a.so� rs�a-
- 56- 1OV9103
a stew sates. snrs mw aasnew sows s a rassesraa asr aw am-
ME- Hwy o Nrrrhy aaaa- Its P-Mk WV ee 1 D"If-
n�- prtsicyt�tl'
eat- lxiallacs sr-►� sa- ��/�
j,nsa- T•Y<e�.rmen
,�. �ti(. Pad�k �.f�.� ra..�
rrns- �f p�tS�dor+-�
errs- UJa414 C-C n. NL78VW
�1e•
i3rt�,7t/ ScZZc l
11l. PddFe.IJhaa 1 O"V't
tare_
rsm- set,'�a,sq
i I
AM,_
..I- Lxk.Ii G"C es -lye %V- tev"
ears
TLT4a-
aoaR-
Cee'e- R- szr-
T emu Win AM tasama aaoasaa or Vl1aCM6a astm - as092 am FST tr rsrssaa+o<
,sae- Farry D. Murphy
NXS- same as above
etrr- 0- sn-
saw- Joyce M Norman
NXM- same as abcve
rate- sr sit -
Jim Teachey
mpp1- 116 ft&le Wheel Drive
etsr- Wallace n'NC ua 28466
! s swzuw assaam m aano or in scsmas- sale and development of rea] satate
I
s saw-
aslMl�aTwrlapva(�IpW4p1q
•�_ . f M ».- V;-PeCsfdr. f
arirms, avamm aseaaeua cnw,erwi arrm asssis, thaw= ra ZT.ai-0s77 010 00 N. aamaast

i rJ/ all Z E)o I .D[ 71 riz 001 L)40 K1VGK LANll1NU FAbE U1
Dupf in Land Development, Inc.
Directors Consent In Lieu of Meeting
The Undersigned, being all the members of the Board of Directors of Duplin Land
Development, Inc, do hereby adopt the following resolution by signing their written
consent hereto
Resolved, the following persons be and they hereby are elected as officers of the
corporation to serve as such until their successors have been duly elected and qualified
Harry D Murphy, President
Wendell H Murphy, Jr , Vice President
Kevin A Hine, Vice President — Principal Broker and Broker in Charge
Joyce M Norman, Vice President — Secretary
Brewer M Ezzell, Vice President -- Treasurer — Assistant Secretary
Mark Roberts, Vice President — Assistant Secretary
This action is effective the 76 day of October, 2004
Harry D urphy, Director
U
Wendell H Murphy, Jr, Director
Brewer

Date
Design
�.
+ NORRIS, KUSKE&TUNSTALL 4p2MarketSt
Sheet
CONSULTING ENGINEERS INC Wilmington N C 28401-4733
Ot
Check
Job
For
Job No
7-I Ft c4 1-70 A-) FV 2.
77,OAJ
?,�V, LT
D T-tAETI ti451
4971-c:- 7n
j 7-t5 �,✓ ,�} c Gj �L T 1,-&4 eev r—