SW7070910_HISTORICAL FILE_20170825

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_707MlU
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��
YYYYM M D D

r
PARR ®UNTE 5
E Ni G I N E E R 1 N G, 1 N
1 2 2 C I N E M A D R I V E 1rr,
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
I. F T T F o n c
4oi
NCDEQ
Date
A L
8/24/17
Washington Regional Office
943 Washington Street
Re:
Verdant — Carolina Colours
Washington, NC 27889
SW Permit
Carl Dunn 1�
Pro'ect'No.
17136.PE
e1re sendiiii
® Originals
®
Prints
❑ Shop Drawings
® Calculations
helfollowiii'',itemsi
❑ Correspondence
®
Plans
❑ Specifications
® Other as listed below
zriwanti y-, :. ` .:.Date D_ wg.-No. Description
2 24" x 36" Design Documents
1 Design Narrative with Secretary of State/ Deed Information
1 SWU (Original and Copy)
1 SWU 401 (Original and Copy)
I O&bl Agreement
1 $2000 check for Low Density & 52000 check for modification
Issue'Stiius: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ciion Tiker: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Tim Clinkscales, PE, PLS

PARAMOUNTE
E N G I N E E R 1 N G. I N r :.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDEQ
-I-
Date
1 8/29/17
943 Washington Street
Washington, NC 27889
Re:
Verdant — Carolina Colours
Attn:
Carl Dunn, PE
Project No.
t7t36.PE
e are sendin
® Originals
® Prints
❑
Shop Drawings
® Calculations
❑ Correspondence
® Plans
❑
Specifications
® Other as listed below
he following iterns:1
Quantity Date Dwg. No. Description
3 24"x 36" Design Documents
1 Impervious Coverage for Bayberry
Issue S[a[us: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
edon Taken: ❑ No Exceptions Taken ❑ Mike Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Tim Clinkscales, PE, PLS

�Po
�aPO
MR
North Carolina Department of Environment and
Natural Resources
Division of Water Quality
BeverlyEaves Perdue
Coleen H. Sullins
1' k.
, t 3 b C
r„Dee Freeman
Governor
birector
Secretary
Mr. Kenneth I. Peregoy,
May 14, 2009
Managing Memberh
AUG 2 5 2017
E .156S
jAa�.L
Carolina Creek, LLC
503 W. Thurman Rd.
�"\1�<<� 2r\n1
New Bern, NC28562
Subject: Stormwater Permit No. SW7070910 Modification
Carolina Colours Bayberry Park, Ph 1 & 2
High Density Project
Dear Mr. Peregoy: Craven County
The Washington Regional Office received a complete Stormwater Management Permit Application for
the modification of lots 9-16 of Carolina Colours Bayberry Park (POD R-14), Phases 1 and 2 on April 1, 2009,
The modification involves the changes of lot sizes and impervious areas within the low density portion of this
permit. The total impervious area within the low density portion of this project does not increase from the
originally permitted amount. There are no modifications of the high density portion of this project. Staff review
of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7070910MOD dated May
14,2009, for the construction of the subject project. The original permit issued on November 7, 2007 is hereby
rescinded and replaced with this permit. Please keep these approved modified plan sheets, No.2 and No.3,
which are included with this permit, with the original set of approved plans dated November 7, 2007 at all
times.
This permit shall be effective from the date of issuance until November 7, 2017, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit and per the submitted application supplement forms. Failure to
establish an adequate system for operation and maintenance of the stormwater management systems will
result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
inc r ly,
A H I e
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7070910MOD
cc: Eric Frank, PE — McKim & Creed
Craven County Building Inspections
,_,,Washington Regional Office
Central Files
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
An Enual Onnonunav 1 AKnahve Arlion Emclover
Internet: v .nwaterquality.org
Phone: [phone] FAX: [phone]
FAX [phone]
Nne
orthCarolina
;Vatturally

Beverly Eaves Perdue
Governor
�o
1n��R0
MODE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Secretary
May 14, 2009 ^ 1 }.cd-
Mr. Kenneth I. Peregoy, Managing Member J ` 2�,r
Carolina Creek, LLCM
503 W. Thurman Rd.
New Bern, NC 28562
Subject: Stormwater Permit No. S 07-i91 ModO tftcatioi
Carolina Colours Bayberry Park, Ph 1 & 2
High Density Project
Craven County
Dear Mr. Peregoy:
The Washington Regional Office received a complete Stormwater Management Permit Application for
the modification of lots 9-16 of Carolina Colours Bayberry Park (POD R-14), Phases 1 and 2 on April 1, 2009.
The modification involves the changes of lot sizes and impervious areas within the low density portion of this
permit. The total impervious area within the low density portion of this project does not increase from the
originally permitted amount. There are no modifications of the high density portion of this project. Staff review
of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7070910MOD dated May
14,2009, for the construction of the subject project. The original permit issued on November 7, 2007 is hereby
rescinded and replaced with this permit. Please keep these approved modified plan sheets, No.2 and No.3,
which are included with this permit, with the original set of approved plans dated November 7, 2007 at all
times.
This permit shall be effective from the date of issuance until November 7, 2017, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit and per the submitted application supplement forms. Failure to
establish an adequate system for operation and maintenance of the stormwater management systems will
result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
inc r ly,
A H dge�'
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7070910MOD
cc: Eric Frank, PE — McKim & Creed
Craven County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Internet vmv.nmaterquality.org
Phone. [phone] \ FAX: [phone]
FAX: [phone]
NorthiCarolina
Naturally
An Eoual Onncdunity 1 ARrmalive. Action Emnlnver

State Stormwater Management Systems
Permit No. SW7070910MOD
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
Carolina Creek, LLC
Carolina Colours Bayberry Park, Phases 1 & 2
Craven County
FOR THE
construction, operation and maintenance of a wet detention basin and curb outlet swales in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules' and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 7, 2017, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The overall tract built -upon
area percentage for the project must be maintained at 30%, per the requirements of
Section .1005 of the stormwater rules. The pro
tJect is permitted for 80 lots, each
limited to a maximum of (see Attachments A & B) square feet of built -upon area,
as defined by the stormwater rules, and as indicated in the approved plans.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.9 on page 3 of this permit and per approved plans
and specifications. The overall stormwater controls have been designed to handle
the runoff from 6.95 acres of impervious area within the low density portion of the
30.00 acre project area and 11.87 acres of impervious area within the high density
portion of the project area of 31.5 acres.
3. None of the 4.59 acres of "Future" impervious area accounted for in the design of
the wet detention basin is allowed to be constructed until a modification to this
permit is issued by the Division.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7070910MOD '
4. The project proposes the use of a wet detention basin to treat the high density
portion of the project and multiple curb outlet swales to treat the low density portions
of the project. Each designated curb outlet swale shown on the approved plans
must be maintained at a minimum of 100' long, maintain 5:1 (H:V) side slopes or
flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10 year
storm in a non -erosive manner, maintain a dense vegetated cover, and be located
in either a dedicated common area or a recorded drainage easement.
5. No pi ing shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to provide
access to lots and the piping that is shown on the approved plans directing
stormwater to the wet detention basin.
6. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
7. All stormwater collection, conveyance 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.
8. The runoff from all built -upon area within the permitted drainage areas of this project
must be directed into the permitted stormwater control system designed for each
drainage area.
9. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition as shown on approved plans:
Drainage Area Number 6: To Wet Pond
a. Drainage Area, acres: 31.50 (including 12.93ac Future)
b. Total Impervious Surfaces, acres: 11.87 (including 4.59ac Future)
C. Design Storm, inches: 1
d. Pond Depth, feet: 6.00
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 16.00
g. Permanent Pool Surface Area, ft2: 38,365
In. Permanent Storage Volume, ft3: 138,132
i. Temporary Storage Elevation, FMSL: 17.10
j. Temporary Storage Volume, ft3: 44,641
k. Controlling Orifice: 3.50" 0 pipe
I. Receiving Stream/River Basin: Brice's Creek
M. Stream Index Number: 27 — 101 — 40 — (1)
n. Classification of Water Body: "C; Sw, NSW"
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7070910MOD
II. SCHEDULE OF COMPLIANCE
The stormwater management systems shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface, per the approved plans.
During construction, erosion shall be kept to a minimum and any eroded areas of
the systems will be repaired immediately.
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. Mowin.9 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.
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the
permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any
deviations from the approved plans and specifications must be noted on the
Certification. A modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7070910MOD
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit to the Division final site layout and grading plans for any
permitted future/common areas shown on the approved plans and receive approval
prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the project.
12. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
13. This permit shall be effective from the date of issuance until November 7, 2017.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
14. Each lot in the subdivision covered by this permit will maintain a minimum 50 foot
wide vegetative buffer between all impervious areas and surface waters. All roof
drains must terminate at least 50' from the Mean High Water mark.
15. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
16. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7070910 Modification,
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 (see Modified BUA Per Lot table)
square feet. These allotted amounts include any built -upon area constructed
within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina, driveways, and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales,
etc.) associated with the development except for average driveway
crossings, is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated
area associated with the development is prohibited by any persons.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7070910MOD
A 50' vegetated buffer must be maintained between all built -upon area and
the Mean High Water line of surface waters. All roof drains shall terminate at
least 50' from the Mean High Water mark.
Each designated curb outlet swale shown on the approved plan must be
maintained at a minimum of 100' long, maintain 5:1 (H:V) side slopes or
flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10
year storm in a non -erosive manner, maintain a dense vegetated cover, and
be located in either a dedicated common area or a recorded drainage
easement.
17. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In
the event of a change of ownership, or a name change, the permittee must submit a
formal permit transfer request to the Division of Water Quality, accompanied by a
completed name/ownership change form, documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request
will be considered on its merits and may or may not be approved. The permittee is
responsible for compliance with all permit conditions until such time as the Division
approves the transfer request.
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.
The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
5. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose'of inspecting all components of the permitted
stormwater management facility.
7. The permit 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.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7070910MOD
10. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 14t" day of May, 2009.
NORTH C ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I• for
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7070910 Modification
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7070910MOD
Carolina Colours Bayberry Park (POD R-14), Phases 1 and 2
Stormwater Permit No. SW7070910MOD
Craven County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 8of9

State Stormwater Management Systems
Permit No. SW7070910MOD
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and
a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Craven County Building Inspections
Page 9 of 9

NCDWQ - LOW DENSITY
LOW DENSITY PHASE ONE
LOT No.
AREA
IMPERVIOUS(30%)
1
12973
3892
2
10500
3150
3
10500
3150
4
10500
3150
5
15338
4601
9
15336
4600
10
12250
3675
11
12250
3675
12
12250
3675
13
12250
3675
14
12250
3675
15
12250
3675
16
12250
3675
47
11979
3594
48
10500
3150
49
10500
3150
50
11979
3594
SUBTOTAL
PH. ONE
205855
61756
LOW DB48" PHASE TWO
LOT No
AREA
IMPERVIOUS (307-)
201
32949
7579
202
32032
7579
203
29599
7579
204
25639
7691
205
22805
6842
206
34354
7579
207
40735
7579
208
33453
7579
209
28632
7579
210
21124
6337
211
20738
6221
212
26809
7579
213
21319
6396
214
31024
7579
215
21708
6512
216
16807
5042
217
18721
5615
218
31491
7579
219
27364
7579
220
28564
7579
221
17215
5165
222
18000
5400
223
20508
6152
SUBTOTAL
PH. TWO
601590
158323
SUBTOTAL
PH. ONE
205855
61756
TOTAL- LOT AREA 80744
TOTAL ff ERVIOUB 220079
RECEIVED
OR p1ZOOS
PROJ 9
=I
5:\3135\0050\80 DraOi95\31350050rev7a.Owg, 3/27/2009 9:36:18 PM, \\nfi\Aficio 2020

Robbins, Della
From:
Howard Nichols [[e-mail])
Sent:
Wednesday, October 12, 2011 7:07 PM
To:
Robbins, Della
Subject:
one more favor?
EAST CAROLINA CONSULTING, PLLC
Land Development & Engineering
Land Planning . Residential . Coastal Design . Environmental
When I copied SW7070910 Modification, I guess I forgot the push that special button you told me about on the printer,
because I only got one side.
Is there a way you can scan the back side of this permit and email to me Thursday am? If you can't, I'll make a trip up
there to pick up a copy. Trying to get my report out of my office that same day....
Should be sheets 3, 5, 7 and 9.
Thanks, call me if you need..... [phone]
Hgn
Howard Nichols, Principal
P.O. Box 20714
Greenville, NC 27858
Cell 252.327.9623 - Fax [phone]
www.eccbllc.com

Al

STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
Imagqe ID: 000001781784 Type: CRP
Kind: AMENDMENT
Recorded: 11/13/2009 at 01:09:50 PM
Fee Amt: $29.00 Page 1 of 6
Workflow# 0000015571-0002
Craven, NC
Sherri B. Richard Register of Deeds
BK28 / 1 PG71 9r ;�
MAR 15 2010
AMENDMENT TO PROTECTIVE COVENANTS
CAROLINA COLOURS
SPRING GREEN
(BAYBERRY PARK PHASE 2)
THIS AMENDMENT TO PROTECTIVE COVENANTS, CAROLINA COLOURS,
is dated for purposes of reference only this 13th day of November,
2009, and is submitted for recordation by Carolina Creek LLC, a
North Carolina limited liability company (hereinafter "Declarant").
RECITALS:
Carolina Creek LLC has prepared a master development plan
for a predominantly residential community named Carolina Colours,
located in Craven County, City of New Bern, North Carolina. The
development plan for Carolina Colours is set out in the Protective
Covenants for Carolina Colours recorded in Book 2267, Pages 270
through 307, Craven County Registry ("Master.Covenants"). Certain
properties particularly described in the Master Covenants were
subjected to its provisions upon its recordation. Declarant
reserved the right, in Paragraph 2 of the Master Covenants, to
subject described additional properties to the terms and conditions
of the Master Covenants. Declarant further reserved the right to
impose new or different development guidelines and restrictions on
the additional properties made subject to the Master Covenants.
The purpose of this Amendment to Protective Covenants ("Amendment")
is to subject additional properties more fully described hereinafter
to the terms and conditions of the Master Covenants, and to specify
particular restrictions and easements applicable to the properties
hereby annexed.
Therefore, the Master Covenants are hereby amended as
follows:
1. Annexed Properties. The provisions of the Master
Covenants shall apply fully to all of the property as shown on that
1�41i01.ha eoLo�+Rs^'
A5

Image ID: 000001781785 Type: CRP
Kind: AMENDMENT
Pape 2 of 6
z BK2871 Pr794
plat of Carolina Colours Bayberry Park Phase 2, (also known as
Spring Green) including, without limitation, Lots 201 through 223,
as well as all rights -of -way and other properties described thereon,
said plat being recorded in Plat Cabinet Z, Slides /_ q A- ,
Craven County Registry. Said plat, as amended, shall herein be
referred to as the "Plat." All of the terms and provisions of the
Master Covenants, as previously amended, shall be fully binding and
applicable to the property described on the Plat, except as
specifically modified by this Amendment. The Lots shown on the Plat
shall be referred to herein as "Spring Green Lots."
2. Minimum Building Requirements. No primary residential
Structure located on any Spring Green Lot shall contain less than
1800 heated square feet. Heated space shall only include fully
enclosed space heated by the primary central heating system utilized
for the primary residential Structure.
3. Set -backs: The minimum building set -backs shall be
the greater of the set -backs shown on the Plat, or the following:
a) Front (street) set -back:
b) Side set -back:
c) Rear set -back:
35 feet
12 feet
30 feet
4. Impervious Surface Limitations: The maximum amount of
impervious coverage (built upon area) of any Lot is set out on an
exhibit hereto. Impervious materials include asphalt, gravel,
concrete, brick, stone, slate, coquina or similar material,
(including any such materials used on driveways or parking areas)
but do not include raised, open wood decking or the water surface of
swimming pools. Swales (whether roadside or in drainage easements)
shall not be filled in, piped, or altered except that vegetated
conveyances permitted with 3:1 slopes may be piped, but only as
necessary to provide driveway crossings. No filling in, piping or
altering any curb outlet swale permitted with a 5:1 slope shall be
allowed. A 50 foot vegetated buffer must be maintained between all
built upon area and the Mean High Water Level of all surface waters.
All roof drains must terminate at least 50 feet from the Mean High
Water line of any surface water.
Each designated curb outlet swale or 100 foot vegetated area shown
on the permitted plan must be maintained by the Association at a
minimum of 100 feet long, with a minimum 5:1 side slope (or
flatter), have a longitudinal slope no steeper than 5%, and be
maintained with a dense vegetated cover so as to carry the flow from
a 10 year storm in a non -erosive manner. Such swales must be
located in a recorded drainage easement. No Owner shall take any
action that adversely impacts these requirements.
This covenant is intended to insure ongoing compliance with North
Carolina state stormwater management permit SW7070910 as issued by
the Division of Water Quality and can not be modified or deleted

Image ID: 000001781786 Type: CRP
Kind: AMENDMENT
%Page3 of 6
3 EK2871
P6/ 9JF
without the consent of the State of North Carolina by issuance of a
permit amendment. The State of North Carolina and the City of New
Bern are specifically given the right, by specific performance, to
enforce the limitations and restrictions contained in this paragraph
4 of this Amendment.
The Association is specifically required to maintain any
storm water collection, distribution or holding structures
constructed in accordance with ordinances of, or permits issued by,
the City of New Bern as relates to storm water management and
discharge, and as relates to nitrogen reduction, whether or not said
facilities are located on Common Elements or on Lots, if such
structures are not maintained by the City of New Bern. The
Association is also specifically directed to pay any inspection fees
charged by the City of New Bern for inspection of such facilities
and improvements.
5. Flood Zone: There is shown on the Plat the boundary
between the X and the AE flood zone lines, as established by the
Federal Emergency Management Agency (FEMA), in accordance with the
flood maps issued by FEMA. Should the owner of any Lot elect to
construct improvements within the X zone, special building code
restrictions apply, and the owner of such Lot should consult with
the Inspections Department of the City of New Bern prior to planning
such construction. Furthermore, construction within the X zone may
impact the availability or cost of flood insurance, should flood
insurance be desired by said owner.
6. Riparian Buffer Lots: Spring Green Lots 201 through
207 are subject to riparian buffer rules imposed by the State of
North Carolina, in areas within the "50 foot buffer" shown on the
Plat. The State of North Carolina has the right and authority to
enforce these rules, which rules strictly limit the right to remove
vegetation or construct structures within the area subject to
riparian buffer rules. Areas designated on the Plat as "Wetlands"
shall not be filled, nor shall structures be constructed therein.
7
Spring Green
months.
Rental Limitations
No rental of any home within
shall be allowed that is for a term of less than six
8. Other Restrictions: Drainage Easements as shown on
the Plat, other than the typical drainage easements described in
paragraph 9.4 of the Protective Covenants, have been established in
part in order to comply with certain restrictions regarding nitrogen
reduction and/or stormwater management imposed by the City of New
Bern and/or the State of North Carolina. No Lot Owner shall
interfere in any way with the drainage within such easements or with
drainage structures therein. Specific drainage easements along
property lines of Lots, as delineated on the Plat, may contain low
level structures to contain sediment and slow water flow. To the
extent these specified easements, and the structures therein, are

In? ID: 000001781787 Type: CRP
Kind: AMENDMENT
Pape 4 of 6
9 BK2871 PD796
not maintained by the City of New Bern, they shall be maintained by
the Association. The only obligation of the Lot Owner whose Lot is
burdened thereby shall be to maintain ground vegetation in a sightly
condition, to the extent such area is incorporated as part of the
grassed or cleared area of the Lot by the Lot Owner. Drainage
swales located on a public right of way adjoining the boundary of a
Lot shall be maintained (mowed) by the Owner of the adjoining Lot,
and the Owner of a Lot burdened with a drainage swale within a
drainage easement on or adjacent to a street right of way (except as
specified herein before) shall also maintain (mow) that portion of
the swale and easement located on said Owner's Lot. The Owner of a
Lot shall also be required to mow the area between said Owner's Lot
and adjoining street pavement and/or sidewalks, regardless of
whether or not such area contains a drainage swale. Declarant and
the Association reserve the right to abandon drainage easements if
their use is not required to comply with governmental requirements
or is not otherwise necessary for proper drainage. No private use
of said easements or swales for drainage or other purposes, other
than normal runoff from Lots, may be made by the Owner of any Lot
without consent of the Association.
9. Telecommunications Services. Spring Green Lots shall
be provided the same telecommunications services as are provided
from time to time to Sienna Woods Lots, as more fully described in
the Master Covenants, as the same are amended from time to time, and
the cost of such services shall also be the same. However, the
Association has agreed to alter the free monitored services plan for
security set out in paragraph 7 of Exhibit B, so the provisions set
out therein are no longer in effect. The five foot private utility
easement adjacent to the rights of way of Spring Green Pass and Jade
Court are for the exclusive use of the Telecommunications Provider
as set out in the Master Covenants, and as referenced in paragraph
9.5 thereof.
10. Definitions. All definitions (capitalized words or
phrases) contained in the Master Covenants are hereby incorporated
within this Amendment by reference.
11. Survival. Except as specifically altered by this
Amendment, all provisions of the Master Covenants, to the extent not
limited therein to particular designated Lots, and as the same may
have been previously amended from time to time, shall be fully
applicable to all Spring Green Lots, and the terms and conditions of
the Master Covenants shall remain in full force and effect as to all
Spring Green Lots encumbered hereby and thereby.
SIGNATURE APPEARS ON FOLLOWING PAGE

5
IN WITNESS WHEREOF, the undersigned have executed this
instrument under authority duly given as of the day and year first
above written.
CARD
KL"" V�
BY: (SEAL
Kenneth M. Kirkman, Manager
STATE OF NORTH CARC�,INA
(�
COUNTY OF CRAV-
I , u /7 L-/
the County and State afor sa
personally came before me this day Ke
acknowledged that he is a Manager of Caroli
liability company of the State of North
authority duly given him and as the act
foregoing instrument was signed in its name
Witness my hand and of
of November, 2009. _,d
My Commission Expires:
Vy /2 '�Gi3
Bayberry Park phase 1 Covenants
cc/cov;
11./1.3/09
,�,OTA/�,
'OUBUG
LL4, a Notary Public of
d, certify that
in th M. Kirkman and
sa Creek LLC, a limited
Carolina, and that by
of the company, the
by him, under seal.
, this 13th day
ary Publ
co 0
Image ID: 000001781788 Type CRP
Kind: AMENDMENT Page 5 of 6
SK2871 PD797

I
PER HOMESITE IMPERVIOUS LIMITATION
(SHOWN IN SQUARE FEET)
ALLOWED IMPERVIOUS
LOT
SURFACE
201
8000
202
8000
203
8000
204
7692
205
6842
206
8000
207
8000
208
8000
209
8000
210
6337
211
6221
212
8000
213
6396
214
8000
215
6512
216
5042
217
5616
218
8000
219
8000
220
8000
221
5165
222
5400
223
6152
I IIIIIII IIIIII II I II III IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII
Imaqe ID: 000001781789 Type: CRP
Kind: AMENDMENT
%Pape
Q6 of 6
BK2VQ1 1 P0( apdV

STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
6 iZ?s/ % c; 6*&W-111a- CF� Ll c
.'T/Z3 4J. Ttiur„ ¢w 131/
AEkJ fi12a Aoe- >gSs-
Imaqe ID: 00000 1 491080 Type: CRP
Recorded: 09/17,2008 at 08:14:49 An
Fee Amt: $29.00 Page 1 of 8
Craven, NC
Sherri B. Richard Reqister of Deeds
BK 2 1 5 V PG8 1 0
AMENDMENT TO PROTECTIVE COVENANTS
CAROLINA COLOURS
BAYBERRY PARK PHASE 1
THIS AMENDMENT TO PROTECTIVE COVENANTS, CAROLINA COLOURS,
is dated for purposes of reference only this 15th day of September,
2008, and is submitted for recordation by Carolina Creek LLC, a
North Carolina limited liability company (hereinafter "Declarant").
RECITALS:
Carolina Creek LLC has prepared a master development plan
for a predominantly residential community named Carolina Colours,
located in Craven County, City of New Bern, North Carolina. The
development plan for Carolina Colours is set out in the Protective
Covenants for Carolina Colours recorded in Book 2267, Pages 270
through 307, Craven County Registry ("Master Covenants"). Certain
properties particularly described in the Master Covenants were
subjected to its provisions upon its recordation. Declarant
reserved the right, in Paragraph 2 of the Master Covenants, to
subject described additional properties to the terms and conditions
of the Master Covenants. Declarant further reserved the right to
impose new or different development guidelines and restrictions on
the additional properties made subject to the Master Covenants.
The purpose of this Amendment to Protective Covenants ("Amendment")
is to subject additional properties more fully described hereinafter
to the terms and conditions of the Master Covenants, and to specify
particular restrictions and easements applicable to the properties
hereby annexed.
Therefore, the Master Covenants are hereby amended as
follows:
1. Annexed Properties. The provisions of the Master
Covenants shall apply fully to all of the property as shown on that
plat of Carolina Colours Bayberry Park Phase 1, including, without

P aqa 2 of 6
2 SK2758 PG811
limitation, Lots 1 through 57, as well as all rights -of -way and
other properties described thereon, said plat being recorded in Plat
Cabinet H, Slides 107D and 107E, Craven County Registry. Said plat
shall herein be referred to as the "Plat." All of the terms and
provisions of the Master Covenants, as previously amended, shall be
fully binding and applicable to the property described on the Plat,
except as specifically modified by this Amendment. The Lots shown
on the Plat shall be referred to herein as " Phase 1 Lots."
2. Minimum Building Requirements. No primary residential
Structure located on any Phase 1 Lot shall contain less than 1600
heated square feet. Heated space shall only include fully enclosed
space heated by the primary central heating system utilized for the
primary residential Structure.
Bayberry Park Phase 1 is a community of mostly 70 foot street
frontage lots. In order to maintain the aesthetics and values
within these lots, only specific homes, pre -approved by Declarant,
shall be allowed to be constructed on any Phase 1 Lot. Any Person
acquiring title to any Phase 1 Lot agrees and acknowledges that
there will be a limited number of home plans that may be constructed
within Bayberry, and each such buyer agrees to build only from such
Declarant approved portfolio of homes, with any exterior
modifications thereto subject to the approval of Declarant (which
right may be delegated by Declarant to the Improvement Review
Committee of the Carolina Colours Association, Inc). Declarant may
add or remove homes from the approved portfolio from time to time.
It is further agreed that Declarant may require that a home be
constructed by a buyer within an agreed time frame. If such a time
frame is to be imposed, it shall be contained in the contract for
sale and deed of conveyance for such Phase 1 Lot. Such time frames
may be imposed on some, but not all, of the Phase 1 Lots.
The following building standards shall be applicable to
Bayberry Park Phase 1 Lots, in lieu of conflicting standards
contained in the Master Covenants or in Building Guidelines adopted
by Declarant or the Carolina Colours Association, Inc. for other
neighborhoods within Carolina Colours.
a) Front loaded garages shall be allowed, but the garage door
or doors are subject to approval by the Improvement Review
Committee, and must be split or decorative. Furthermore, unless a
variance is granted by the Improvement Review Committee, no garage
may extend more than half its depth beyond the main fapade of the
front of the home. As used herein, "main faqade" means the exterior
wall of a room of heated space that extends nearest to the adjoining
street, and does not include architectural features, such as bay
windows, that protrude from the main wall of the home.
b) Fencing in the rear yard may extend to the edge of the
drainage easement in the rear of each lot, but is otherwise subject
to the provisions of the Master Covenants.

IIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Image ID: 000001491082 Type: CRP
Pape 3 of 6
3 BK2758 PG812
3. Set -backs: The minimum building set -backs shall be
the greater of the set -backs shown on the Plat, or the following:
a) Front (street) set -back: 25 feet*
b) Side set -back: 8 feet
c) Rear set -back: 25 feet
It is acknowledged that the above referenced Improvement
Review Committee may impose greater front or rear yard setbacks
along any street in order to improve the appearance of the
streetscape. *The typical front setback will be 35 feet, and shall
only be reduced by the Improvement Review Committee for good cause
shown.
4. Impervious Surface Limitations: The maximum amount of
impervious coverage (built upon area) of any Lot is set out on an
exhibit hereto. Impervious materials include asphalt, gravel,
concrete, brick, stone, slate, coquina or similar material,
(including any such materials used on driveways or parking areas)
but do not include raised, open wood decking or the water surface of
swimming pools. Swales (whether roadside or in drainage easements)
shall not be filled in, piped, or altered except that vegetated
conveyances permitted with 3:1 slopes may be piped, but only as
necessary to provide driveway crossings. No filling in, piping or
altering any curb outlet swale permitted with a 5:1 slope shall be
allowed. A 50 foot vegetated buffer must be maintained between all
built upon area and the Mean High Water Level of all surface waters.
All roof drains must terminate at least 50 feet from the Mean High
Water line of any surface water.
Each designated curb outlet swale or 100 foot vegetated area shown
on the permitted plan must be maintained by the Association at a
minimum of 100 feet long, with a minimum 5:1 side slope (or
flatter), have a longitudinal slope no steeper than 5%, and be
maintained with a dense vegetated cover so as to carry the flow from
a 10 year storm in a non -erosive manner. Such swales must be
located in a recorded drainage easement. No Owner shall take any
action that adversely impacts these requirements.
This covenant is intended to insure ongoing compliance with North
Carolina State stormwater management permit SW7070910 as issued by
the Division of water Quality and can not be modified or deleted
without the consent of the State of North Carolina by issuance of a
permit amendment. The State of North Carolina and the City of New
Bern are specifically given the right, by specific performance, to
enforce the limitations and restrictions contained in this paragraph
4 of this Amendment.
The Association is specifically required to maintain any
storm water collection, distribution or holding structures
constructed in accordance with ordinances of, or permits issued by,
the City of New Bern as relates to storm water management and

Image ID: 000001491083 Type: CRP
Page 4 of 6
4 BK2758 PG813
discharge, and as relates to nitrogen reduction, whether or not said
facilities are located on Common Elements or on Lots, if such
structures are not maintained by the City of New Bern. The
Association is also specifically directed to pay any inspection fees
charged by the City of New Bern for inspection of such facilities
and improvements.
5. Flood Zone: None of the lots shown on the Plat are
located within an X flood zone, as established by the Federal
Emergency Management Agency (FEMA), in accordance with the flood
maps issued by FEMA.
6. Common Areas: There is shown on the Plat five tracts
denoted Common Element #1 through Common Element #5. All such tracts
shall be Common Areas as defined in the Master Covenants, and shall
be conveyed to the Carolina Colours Master Association on or before
December 31, 2011. All such Common Elements shall be used primarily
as vegetated buffers, but incidental use for sidewalks or other
passive recreation, such as park benches, shall be allowed.
7. Rental Limitations: No rental of any home within
Baybery Park Phase 1 shall be allowed that is for a term of less
than six months.
8. Other Restrictions: Drainage Easements as shown on
the Plat, (and as described in paragraph 9.4 of the Protective
Covenants), have been established in part in order to comply with
certain restrictions regarding nitrogen reduction and/or stormwater
management imposed by the City of New Bern and/or the State of North
Carolina. No Lot Owner shall interfere in any way with the drainage
within such easements or with drainage structures therein. Specific
drainage easements along property lines of Lots, as delineated on
the Plat, may contain low level structures to contain sediment and
slow water flow. To the extent these specified easements, and the
structures therein, are not maintained by the City of New Bern, they
shall be maintained by the Association. The only obligation of the
Lot Owner whose Lot is burdened thereby shall be to maintain ground
vegetation in a sightly condition, to the extent such area is
incorporated as part of the grassed or cleared area of the Lot by
the Lot Owner. Drainage swales located on a public right of way
adjoining the boundary of a Lot shall be maintained (mowed) by the
Owner of the adjoining Lot, and the Owner of a Lot burdened with a
drainage Swale within a drainage easement on or adjacent to a street
right of way (except as specified herein before) shall also maintain
(mow) that portion of the swale and easement located on said Owner's
Lot. The Owner of a Lot shall also be required to mow the area
between said Owner's Lot and adjoining street pavement and/or
sidewalks, regardless of whether or not such area contains a
drainage Swale. Declarant and the Association reserve the right to
abandon drainage easements if their use is not required to comply
with governmental requirements or is not otherwise necessary for
proper drainage. No private use of said easements or swales for

IIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllll0lllllllllllllllllllll►G RP
Q Qpage/�5 of 6
BK2�]1 5V FGV 1,4
5
drainage or other purposes, other than normal. runoff from Lots, may
be made by the Owner of any Lot without consent of the Association.
9. Telecommunications Services. Phase 1 Lots shall be
provided the same telecommunications services as are provided from
time to time to Sienna Woods Lots, as more fully described in the
Master Covenants, as the same are amended from time to time, and the
cost of such services shall also be the same. However, the
Association has agreed to alter the free monitored services plan for
security set out in paragraph 7 or Exhibit B, so the provisions set
out therein are no longer in effect. Payments for service or service
availability begin when a certificate of occupancy is issued for a
home constructed on a Phase 1 Lot.
10. Definitions. All definitions (capitalized words or
phrases) contained in the Master Covenants are hereby incorporated
within this Amendment by reference.
11. Survival. Except as specifically altered by this
Amendment, all provisions of the Master Covenants, to the extent not
limited therein to particular designated Lots, and as the same may
have been previously amended from time to time, shall be fully
applicable to all Phase 1 Lots, and the terms and conditions of the
Master Covenants shall remain in full force and effect as to all
Phase 1 Lots encumbered hereby and thereby.
IN WITNESS WHEREOF, the undersigned have executed this
instrument under authority duly given as of the day and year first
above written.
CAROLINA CRR/E aLC
BY: (SEAL)
Kenneth M. Ki kman, Manager
STATE OF NORTH CAROLINA
COUNTY OF CPA
the County and State afo
personally came before me this day
acknowledged that he is a Manager of C
liability company of the State of Nb
authority duly given him and as .the
forego' g i trument was signed in its
Wi ness y hand and 9A6"41
20
My Commission Expires:
v
( / % &-da Notary Public of
r said, /// certify that
Kenneth M. Kirkman and
olina Creek LLC, a limited
rth Carolina, and that by
act of the company, the
name by him, under seal.
sta7� or seal, this da
�QTApr •,�
Notary Public

BAYBERRY PARK PHASE 1
IMPERVIOUS SURFACE ALLOWED (IN SQUARE FEET)
LOT
NO.
ALLOWED IMPERVIOUS
1
3892
2
3150
3
3150
4
3150
5
4601
6
4519
7
4500
8
4500
9
3223
10
3150
11
3150
12
3150
13
3150
14
3150
15
3150
16
3150
17
4200
18
4200
19
4200
20
4200
21
4792
22
4200
23
4200
24
4792
25
4200
26
4200
27
4200
28
4200
29
4198
ALLOWED
LOT NO. IMPERVIOUS
30
4306
31
4202
32
4200
33
4200
34
4200
35
4200
36
4792
37
4200
38
4200
39
4792
40
4200
41
4200
42
4200
43
4200
44
4200
45
4805
46
6489
47
3594
48
3150
49
3150
50
3594
51
4200
52
4200
53
4200
54
4200
55
4200
56
4200
57
4792
Pape 6 of 6
BK2758 PG815

STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIililllllllllllllillllllllllllll 9 /�
I madge ID• 000001748222 Type'
llllllllllilllllllll
Recorded ST07/28/RCTED2009COVEat NNA Og; 17;15 AM
FeeK'n Amt: $26.00 Pape 1 of 5 workflow# 0000009147_0002
Craven, NC
Sherri chGa96 Olst er of Deeds
BH2
AMENDMENT TO PROTECTIVE COVENANTS
CAROLINA COLOURS
BAYBERRY PARK PHASE 1—REVISION 1
THIS AMENDMENT TO PROTECTIVE COVENANTS, CAROLINA
COLOURS, Bayberry Park Phase 1—Revision I is dated for purposes
of reference only this lst day of July, 2009, and is submitted
for recordation by Carolina Creek LLC, a North Carolina limited
liability company (hereinafter "Declarant"), with joinder of John
C. Hardtle and wife, Terri A. Hardtle (hereinafter "Hardtle").
RECITALS:
Carolina Creek LLC has prepared a master development
plan for a predominantly residential community named Carolina
Colours, located in Craven County, City of New Bern, North
Carolina. The development plan for Carolina Colours is set out
in the Protective Covenants for Carolina Colours recorded in Book
2267, Pages 270 through 307, Craven County Registry ("Master
Covenants"). Certain properties particularly described in the
Master Covenants were subjected to its provisions upon its
recordation. Declarant reserved the right, in Paragraph 2 of the
Master Covenants, to subject described additional properties to
the terms and conditions of the Master Covenants. Declarant
further reserved the right to impose new or different development
guidelines and restrictions on the additional properties made
subject to the Master Covenants.

By Amendment to Protective Covenants -Carolina Colours -
Bayberry Park Phase 1 recorded in deed book 2758, page 810,
Craven County Registry ("Bayberry Covenants") Declarant annexed
into Carolina Colours certain property more particularly
described therein and shown on Plat Cabinet H, Slides 107D and
107E, Craven County Registry (the "Plat"), said property being
referred to herein as Bayberry Park. Declarant has sold and
conveyed to Hardtle Lot 9 within Bayberry Park, and Declarant
retains ownership of lots 10 through 16. At the request of
Hardtle, Declarant has applied to the State of North Carolina for
an amendment to the stormwater management permit referenced in
paragraph 4 of the Bayberry Covenants, to increase the amount of
allowed impervious surface on lots 9 through 16, Bayberry Park,
and the State of North Carolina has modified said permit as set
out hereinafter.
Therefore, the Bayberry Park Covenants are hereby
amended and fully superseded by this Revision as follows:
1. Revised Plat. There is recorded in Slide Cabinet
Slides /ZY -/j - C , a plat entitled "Revised Final
Plat of Carolina Colours Bayberry Park Phase 1-Lots 9 thru 16"
(the "Revised Plat"). For all purposes, the boundaries of lots 9
through 16 shall be as shown on the Revised Plat, and all
provisions of the Bayberry Covenants shall apply to the revised
lots 9 through 16. Furthermore, the boundaries of Common Element
#2 and Common Element #3 shall be amended as shown on the Revised
Plat, the parties hereto consenting to the inclusion as a part of
lots 9 through 16 as shown on the Revised Plat a small portion of
said Common Elements as originally shown on the Plat.
2. Impervious Surface Limitations: Paragraph 4 of the
Bayberry Covenants is amended to change the allowed impervious
surface allowed on each of lots 9 through 16 as shown on Exhibit
A attached hereto. These limitations have been authorized by the
State of ,North Carolina by its issuance of Stormwater Permit No.
SW7070910 Modification, Carolina Colours Bayberry Park, Ph 1 6 2,
dated May 14, 2009.
3. Drainage Easement: Each of lots 9 through 16 of
Bayberry Park, as shown on the Revised Plat, includes near its
rear property line a 20 foot drainage easement. The owner of
each such lot shall be responsible for maintaining the Swale
therein in a good and sightly condition, keeping such easement
mowed and free of loose debris. No building or construction
shall be allowed therein, and no owner shall take any action that
would impede the flow of water through such easement.
4. Definitions. All definitions (capitalized words
or phrases) contained in the Master Covenants or the Bayberry
Covenants are hereby incorporated within this Amendment by
reference. II
I IIIIIII IIIIII III IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII ulll IIIII IIII IIII
Imepe ID: 000001748223 Type: CRP
Kind: RESTRICTED COVENANTS
Pepe 2 of 5
BK2844 PD909

5. Survival. Except as specifically altered by this
Amendment, all provisions of the Master Covenants, as the same
may have been previously amended from time to time, shall be
fully applicable to all Bayberry Park Lots, and the terms and
conditions of said Master Covenants (as amended) shall remain in
full force and effect as to all Bayberry Park Lots encumbered
hereby and thereby.
IN WITNESS WHEREOF, the undersigned have executed
this instrument under authority duly given as of the day and year
first above written.
l IIIIIII illlll III IIIII IIIII IIIII IIIII IIIII lull IIIII IIIII IIIII IIIII IIIII Ill IIII
Imagqe ID: 000001748224 Type: CRP
K1 ntl: RESTRICTED COVENANTS
Pape 3 of 5
BK2844 PO910
STATE OF NORTH CAROLINA
COUNTY OF
CAROLINA CREEK LLC
BY: �(SEAL)
Kenneth M. Kifkrhan, Manager
L/Z� �� r>
I� a Notary Public
of the County and State afo esaid, certify that
personally came before me this day Kennet M. Kirkman and
acknowledged that he is a Manager f Carolina Creek LLC, a
limited liability company of the S to of North Carolina, and
that by authority duly given and.a the act of the company, the
foregoing instrument was signed in its name by him, under seal.
/�'Wiin ss my hand and official stam or seal, t
day of � A4unu
}" L My Commission Expires:Notary Public�J•— �{
�1g1yo ,•-Ur
� rF
3

STATE OF NORTH CAROLINA
COUNTY OF CPA
of the County and State
personally came before me this day
Terri A. Hardtle and acknowledged thz
by each of them, after full review t
intent of consenting to its terms.
rohn
, a Notary Public
aid, certify that
C. Hardtle and wife,
i strument was signed
hereof, under seal, with the
W the s my hand and official
day of U
My Commission Expires: — • —
Bayberry Park Revised Covenants 1
cc/cov;
6/25/09
I IIIIIII (IIIII III IIIII IIIII II III I IIII IIIII IIIII IIIII IIIII IIIII IIIII IIII I IIII II II
Image ID: 000001748225 Type: CRP
Kind: RESTRICTED COVENANTS
Page 4 of 5
BK2844 P0911

EXHIBIT A
IMPERVIOUS SURFACE LIMITATIONS
LOT SF
Lot 9 4600
Lots 10 thru 16 3675
I IIIIIII (IIIII III IIIII IIIII IIIII IIIII IIIII IIIII lull IIIII IIIII IIIII IIIII IIII IIII
I mape ID: 000002748226 Type: CRP
Kind: RESTRICTED COVENANTS
Paqe 5 of 5
6K2844 PD912

Beverly Eaves Perdue
Governor
Carolina Creek LLC
Kenneth Peregoy
503 W. Thurman Road
New Bern, NC 28562
Dear Kenneth Peregoy:
i iA
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
March 8, 2010
M
Natural Resources
Re: Failure to Provide Deed Restrictions
Stormwater Management Permit S W7070910
Carolina Colours Bayberry Park Phase 1 &Il
High Density
Craven County
Dee Freeman
This letter is to inform you of certain conditions of your stormwater permit that have not been met. In accordance with
'ride 15A NCAC 21-1.100. the Stormwater Management Regulations, deed restrictions and protective covenants are
required 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 applicable regulations governing the density level.
A DWQ file review confirms that copies of the recorded deed restrictions have not been provided to this Office. Failure to
record the required deed restrictions constitutes a violation of Permit Number S W7070910 which states "Deed restrictions
are incorporated into this permit by reference and must be recorded with the Office of Register of Deeds prior to the sale
of any lot. In addition, a copy of the recorded restrictions must be received by this Office within 30 days of the date of
recording. Recorded deed restrictions must include as a minimum certain statements related to stormwater management
as outlined in both the permit and the notarized statement signed by the applicant at the time of permit request submittal.
Please provide proof of these required deed restrictions to this Office at the address listed on the letterhead within 30 days
of receipt of this letter. If you have any questions regarding this matter, please contact Amy Adams at [phone].
Sinc ely,
Amv Adalris l�v
Storn1N'aler Compliance Coordinator
Washington Regional Office
Enclosures: Notarized Deed Statement
Cc: John Hennessy, NPS-ACOU
Central Files
WaRO Files ✓
Norlh Curolma Division of Water Quality Intemet. w- ", iicw tcntcrquaiuy,org
943 Washington Square Mall Phone [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunely/Affirmative Action Employer - 50% Recycled110 % Post Consumer Paper
NorthCarolina
Naturally

� MCMM&CREED ENGINEERS
SURVEYORS
P L A N N E R S
March 30, 2009 M&C 031340050 (40)
Mr. Scott Vinson
NCDENR DWQ ;. r
943 Washington Square Mall
Washington, NC 27889
APR - 1 2009
RE: Stormwater Review SW7070910 Modification
Carolina Colours Bayberry Park Phases 1&2
Craven County
Dear Mr. Vinson:
This letter is in response to your letter to Mr. Kenneth Peregoy dated March 17,
2009 requesting additional information on the above referenced project.
The application has been revised such that there is no increase in impervious
surface, making the modification "minor" under Session Law 2008-211. The
modifications to lots 9 thru 16 remain unchanged from the previously submitted
modification. To offset the increase in impervious area (5,052 s.f.) on lots 9 thru
16 the impervious surface on lots 201-203, 206-209, 212,214, and 218-220 has
been decreased from 8,000 s.f to 7,579 s.f. 12 x (8,000-7579)=5,052 s.f.
Attached are two revised copies each of Page 2 of form SWU 101, SWU 101
Density Chart attachment, the impervious surface table for the deed restrictions
and Sheet 2 of the plans. Please replace the previously submitted pages of the
modification with those provided.
Thank you for your review of this modification. If you have any questions or
require any further information, please contact me.
Sincerely,
McKIM & CREED, P.A.
2807 Noose Blvd. Bldg. 5
ric J. Frank, P
New Bern, NC 28562
/att
252. 633. 5899 cc: Mr. Kip Peregoy
Fo. 252,633.6551
S:\3134\0050\40-Perm,t�101 water\Mo ip®tionUtr-Scott Vinson -response to RFl.doc
w w w.mckimcreed.com

• �f
�.
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 17, 2009
Mr. Kenneth Peregoy, Managing Member
Carolina Creek, LLC
503 W. Thurman Rd.
New Bern, NC 28562
Dee Reeman
Secretary
Subject: Stormwater Review SW7070910 Modification
Carolina Colours Bayberry Park, Ph 1 &2
Craven County
Dear Mr. Peregoy
This office received a Coastal Stormwater permit application and plans for the modification of the
subject project on January 8, 2009, A preliminary review of the project indicates that before a State Stormwater
permit can be issued the following additional information is needed.
1) Due to the increase of built upon area, which constitutes a major permit modification under Session Law
2008-211, this request to modify the stormwater permit is potentially subject to the new coastal
stormwater rules. Unless vested rights can be successfully shown on the expansion of lots 9-16, the
additional built -upon -area may not be allowed under the new low density threshold of 24% impervious
area. Please either submit the needed information to show vested rights for this change or a redesign of
the application to comply with the rules.
The above requested information must be received in this office prior to April 17, 2009 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel
free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Eric Frank, PE — McKim & Creed
Washington Regional Office
North Carolina Division of Water Quality Internet . v. rn-MFlerqualiiy.org One
943 Washington Square Mall Phone .[phone] FAX [phone] Npl'lti�iilOhll c`l
Washington, IJC 27869 FAX [phone]
An Equal Opportunity A Affimiafre Action Employer Alati 1'allb"

=r
1. Specify whether project is (check one): ❑New ❑Renewal ®Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW7070910 and its issue date (if known) November 7,2007
3. Specify the type of project (check one):
®Low Density ®1-ligh Density ❑Redevelop ❑General Permit ❑Universal SMP []Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at'1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Industrial Stormwater
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
This modification pertains to increasing the size lots 9-16 and the subsequent allowable impervious areas. The
runoff from these lots will run through a sytem of swales and a pond. These lots are in a low density portion of
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 48.56 _. acres 4. Total Coastal Wetlands Area: 0 acres
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**:48.56 acres
6. ('total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (13UA):29.53
7. I -low many drainage areas does the project have?
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area I
Drainage Area 2 .
Receiving Stream Name
Brice's Creek
Stream Class & Index No.
SC; SW; NSW
Total Drainage Area (so
2,115,351 sf
On -site Drainage Area (so
j
Off -site Drainage Area (so
Existing Impervious* Area (sf) 0
Proposed Impervious*Area (so 624,620
Impervious Area (total) 29.53
Impervious*Surface Area
Drainage Area 1'
Drainage Area 2 `
On -site Buildings (so
400,008
On -site Streets (sf)
180,826
On -site Parking (sf)
g 011t
On -site Sidewalks (so
43,786
r
Other on -site 'so —�
Off-s:te (st)
---
Total (so: 624,620
;urcivious rrca is defined as !ic built upon area including, but not liII[Ited to, buildings, marls, parking wrens,
^ndc7mIks, gravel areas, etc.
Fon,i S\vU- i 01 Version 09.25.01,
Page 2 of

SWU 101
Carolina Colours -Bayberry Park, Phases 1 & 2
DENSITY CHARTS
HIGH DENSITY*
�u
±°Basin<lnlorination , +, 44,
d t
..c,i :ar.
S
trDratn' e�Area'6i%Pe
t: P.h:tse;lt l=
r4Drama e"Areaa6" `
k g r
+�h, „ ,F,utme
r f �
Drainage Arca 6 r
Receiving Stream Name
Brice's Creek
Brice's Creek
Brice's Creek
Receiving Stream Class
SC;SW;NSW
SC;SW;NSW
SC;SW;NSW
Drainage Area
808,856 SF
563,269 SF
1,372 123
Existing Impervious* Area
0
0
0
Proposed Impervious* Area
316,958 SF
199,990 SF
516,948 SF
% Int ervious* Area (total)
39.2%
35.5%
37.7%
«Impervtotis* Surface"Area ,ir
,+#jDtamagetlfe' a`
x, �MiDratnapeArea16y1+' Wit*
^y„11`'1jf�4`'�
;Fuhtre
"IJpDtatnag62Ared 6,,t't;0
Total,.n
On -site Buildings
174,877 SF
79,429 SF
254,306 SF
On -site Streets
108,906 SF
92,284 SF
201,022 SF
On -site Parking
0
0
0
On -site Sidewalks
33342 SF
28,277 SF
61,619 SF
Other on -site
0
0
0
Off site
0
0
0
Total:
316,958 SF
199,990 SF
516,948 SF
*This area drains to the wet detention pond and includes all anticipated future area
draining to the pond with the lots developed at 40% impervious.
LOW DENSITY
Basut#Inform`atron x 's Ay + t
In. g1 i pp t
w +t
DramageArea�l$
•+>eY }Tk�,MY f
I 9 rpl�4tr„1
Low�Den$tt i+'llh+nf+:
r xl 4 r+ cT,+�
x�w{ �Yc i rt l� �1
;} `iN lit �.",�i ItttuMa
#hR tt7 W,_'.0 �..3 31uia
�*
v a, gi'{i
}��4 It�1�i�. f j� �t4 Y Uri �',•
Receiving Stream Name
Brice's Creek
Receiving Stream Class
SC;SW;NSW
Drainage Area
1,306,488 SF
Existing Impervious* Area
0
Proposed Impervious* Area
30;7662(,Sl
% Impervious* Area (total)
2336%d
Imperr�+ous*Surface Area} ,trDratnage
u.r)pp"x�ggss,liar„+r
Area,n>i+
iii`Ii'rn�i�n
+t11* ,�s+i,.,,) t„1,', , ,.?
s,
h l "1jj��,,
On-site Buildings
2_29 H7tSR
S 3/
On -site Streets
72.087 SF
On -site Parking
0
On -site Sidewalks
10.444 SI'
Other on -site Future
Off site (existing)
Total:
3076621SI

NCDWQ - LOW DENSITY
LOW DENSITY PHASE ONE
LOT No.
AREA
IMPERVIOUS(30%)
1
12973
3892
2
10500
3150
3
10500
3150
4
10500
3150
5
15338
4601
5�"l--K '0�
=36:-7
75t
16. ar
..=12250
a
2719 a T.367V,�
47
11979
3594
48
10500
3150
49
10500
3150
50
11979
3594
SUBTOTAL
PH. ONE
",205855�'61756
;9 i f`
-t 1µ
LOW DENBRY PHASE TWO
LOT No
AREA
IMPERVIOUS (30%)
(8000 SF MAX.)
201
32949
8000
202
32032
8000
203
29599
8000
204
25639
7692
205
22805
6842
206
34354
8000
207
40735
8000
208
33453
8000
209
28632
8000
210
21124
6337
211
20738
6221
212
26809
8000
213
21319
6396
214
31024
8000
215
21708
6512
216
16807
5042
217
18721
5616
218
31491
8000
219
27364
8000
220
28564
8000
221
17215
5165
222
18000
5400
223
20508
6152
SUBTOTAL
PH. TWO
601590
163375
SUBTOTAL
PH. ONE
205855
i , ,fi1756,
TOTAL LOT AREA 807,.4451
TOTAL @f'EFiVI0U8
S:\3134\0050\80-DmwingS\31340050rev7a.owg, G0002, 12/31/2008 4:20:18 PM,
RLovelace, \\nb\Afcio 2020

v MCIQM&CREED
January 6, 2009
Mr. Scott Vinson
NCDENR — DWQ
943 Washington Square Mall
Washington, NC 27889
RE: Carolina Colours
Pod R-14 Bayberry Park, Phases 1 and 2
SW 07070910
Dear Mr. Vinson:
ENGINEERS
SURVEYORS
P L A N N E R S
M&C 031340050
JAN - S 2009
Ui'Vi , A R 0
Please consider this letter and attached documentation a request for a
modification of the above referenced project. Attached are two copies each of
form SWU-101, SW401-Low Density, DRPC-5, and revised plan sheets two and
three.
Lots 9 thru 16 have been increased in size to accommodate additional
impervious cover, while still remaining under the 30% impervious threshold. The
allowable impervious area of Lot 9 has been increased by 1,377 square feet, and
the allowable impervious area for lots 10-16 has been increase by 525 square
feet per lot for a total of 5,052 square feet. The overall project remains under
30% impervious at 29.53%, with the low density portion at 23.6%.
Thank you for your review of our project. If you have any questions or require
any further information, please contact me.
Sincerely,
McKIM & CREED, P.A.
Eric J. Frank, PE
2807 Noose Blvd, Bldg. 5
/att
New Bern, NC 28562
cc: Kip Peregoy w/att
File
252. 633. 5899
Fax 252,633.6551
S'.\313410050\40-Permt�torr ter\MMifimtionUtr-Scott Vinson Mod.doc
w w w.mckimcreed. con,

Re: Stonnwater Permit No. SW7070910
i
Subject: Re: Stormwater Permit No. SW7070910
From: Scott Vinson <[e-mail]>
Date: Fri, 25 ,Ian 2008 0927:19 -0500
To: Eric Frank <EFrank @mckimcreed.com>
CC: Kyle Barnes <[e-mail]>
Eric,
yes, this modification is acceptable and can be handled as a minor plan revision.
If this is the only change, we will not require a permit modification with appl. &
fee.
This information will suffice for the plan revision and will be added to the file.
Please keep me informed as to the stream call and the final decision as to which
sized pipes will be installed. Please call or write if you have any questions.
Thanks,
Scott
Eric Frank wrote:
Hi Scott,
Attached is a revised outlet structure for the pond for Bayberry Park Pod R-14
Carolina Colours, Phases 1 and 2. The original 36" barrel has been replaced with
2 24" barrels. It has essentially the same flow characteristics as the original
structure. The revised design will allow us to raise the invert of the barrel
and shorten the length to where it daylights.
We would like to make this modification as there is some question as to the
origin of a stream that this eventually drains to. The owner thinks that a
stream call may have been performed on this stream to locate the origin and that
the original design of the outlet would be within the buffer. This revised
design would pull everything out of the potential buffer and discharge into what
would be the natural draw upstream of the origin.
Neither McKim and Creed nor the owner have any documentation from DWQ for this
stream call. I have looked at where the origin is shown on the soils map (it
doesn't show up on the quad sheet) and it scales in excess of 400 feet
downstream from our discharge point, which is why I didn't consider it in the
first place. I have a request in to Kyle to see if he has anything in his files
indicating the location of the origin of this stream. Without knowing for
certain, we are just trying to move forward in a conservative manner.
If Kyle can't find a stream call for the origin of this stream, I would propose
to stick with the original design based on the large distance from the stream
origin as shown on the soils map. Likewise if he does find a stream call and it
is downstream of our proposed outlet.
Is the modification to the outlet structure acceptable?
Thanks for your consideration of this modification.
Sincerely,
Eric Frank
M*^C 'KIM/&/CREED
ENGINEERS SURVEYORS PLANNERS
2807 Noose Boulevard
Building 5
I ot2 1/25/2008 9:27 AM

Re: Stormwater Permit No. SW7070910
1
New Bern, NC 28562
252.633.5899
252.633.6551 fax
http://www.mckimcreed.corn <http://www.mckimcreed.com/>
*From:* Jay Manning
*Sent:* Friday, January 18, 2008 3:35 PM
*To:* Eric Frank
*Subject:* new outlet structure
Jay Manning
M*^C *KIM/&/CREED
ENGINEERS SURVEYORS PLANNERS
2807 Neuse Boulevard
Building 5
New Bern, NC 28562
252.633.5899
252.633.6551 fax
http://www.mckimcreed.com <http://www.mckimcreed.com/>
P*/ /**/Please consider the environment before printing this e-mail./*
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
2 of 2 1/25/2008 9:27 A1v1

WET DETENTION POND PROFLE ••
POID 9ECfIDN
C
srtsVV `a[wrc ua . sui sm..w
mmf7YCII0.VZZ��T..
OINILEf HIf11CTlFE
_p 577
_ 10 OFAWACE �.
FUTURE
DEVELOPMENT
POND
—1 All EBNWrt aw�r�a.a—A
ATA­
AN
AT arr nm wm W 1--1
NOT TO SCxE
TURE
LOP-MENT
SPILLWAY
NCRETE OUTLET
STRUCTURE
_
(SEE DETAIL)
�z
(2) 24- Ff5
INV EL. I J 00
/.
,
72'X72'X7 CLASS B
RIP —RAP
ENERGY DISSIPATER INTH :>
FILTER CLOTH LINER
l
-w ae,i
%IvCIQ��Fi.1
Z.—Oau.m
CAROLINA CREEK LLC
CAROUNA COLOURS
NEW BARN. NOR H O
N
~
ccta
EROSION CO
GRADING, DRAINAGE, h EROSION CONTROL
PRASE ONE & TWO
DETENTION POND DETAIL
d u
p
_
..
ra, cam mlln giTOax+

\N AAT\F9\
Michael F. Easley, Governor
,p ��\\oy
William G. Ross Jr., Secretary
�{i�1J�\J�\� r-
North Carolina Department of Environment and Natural Resources
�
czzz '7
Coleen H. Sullins, Director
7
Division of Water Quality
November 7, 2007
Mr. Kenneth I. Peregoy, Managing Member
Carolina Creek, LLC
503 W. Thurman Rd.
New Bern, NC 28562
Subject: Stormwater Permit No. SW7070910
Carolina Colours Bayberry Park, Ph 1 & 2
High Density Project
Craven County
Dear Mr. Peregoy:
The Washington Regional Office received a complete Stormwater Management Permit Application
for Carolina Colours Bayberry Park (POD R-14), Phases 1 and 2 on November 6, 2007. Staff
review of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1000. We are forwarding Permit
No. SW7070910 dated November 7, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until November 7, 2017, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit and per the submitted application
supplement forms. Failure to establish an adequate system for operation and maintenance of the
stormwater management systems will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall
be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Scott Vinson, or me at [phone].
incer4ly,
AY,Hodge
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7070910
cc: Eric Frank, PE — McKim & Creed
Craven County Building Inspections
L,,Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: www ncwaterouality�org 943 Washington Square Mall, Washington, NC 27889
Customer Service
1-877-623-6748
NNerCarol na
uralIY
An Equal OpportunitylAKrmative Action Employer — 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7070910
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
Carolina Creek, LLC
Carolina Colours Bayberry Park, Phases 1 & 2
Craven County
FOR THE
construction, operation and maintenance of a wet detention basin and curb outlet swales in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 7, 2017, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The overall tract built -upon
area percentage for the project must be maintained at 30%, per the requirements of
Section .1005 of the stormwater rules. The project is permitted for 80 lots, each
limited to a maximum of (see Attachments A & B) square feet of built -upon area,
as defined by the stormwater rules, and as indicated in the approved plans.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.9 on page 3 of this permit and per approved plans
and specifications. The overall stormwater controls have been designed to handle
the runoff from 6.95 acres of impervious area within the low density portion of the
30.00 acre project area and 11.87 acres of impervious area within the high density
portion of the project area of 31.5 acres.
3. None of the 4.59 acres of "Future" impervious area accounted for in the design of
the wet detention basin is allowed to be constructed until a modification to this
permit is issued by the Division.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7070910
4. The project proposes the use of a wet detention basin to treat the high density
portion of the project and multiple curb outlet swales to treat the low density portions
of the project. Each designated curb outlet swale shown on the approved plans
must be maintained at a minimum of 100' long, maintain 5:1 (H:V) side slopes or
flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10 year
storm in a non -erosive manner, maintain a dense vegetated cover, and be located
in either a dedicated common area or a recorded drainage easement.
5. No pi ing shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to provide
access to lots and the piping that is shown on the approved plans directing
stormwater to the wet detention basin.
6. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with.side slopes no steeper than 3:1 (H:V).
7. All stormwater collection, conveyance 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.
8. The runoff from all built -upon area within the permitted drainage areas of this project
must be directed into the permitted stormwater control system designed for each
drainage area.
9. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition as shown on approved plans:
Drainage Area Number 6: To Wet Pond
a. Drainage Area, acres: 31.50 (including 12.93ac Future)
b. Total Impervious Surfaces, acres: 11.87 (including 4.59ac Future)
C. Design Storm, inches: 1
d. Pond Depth, feet: 6.00
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 16.00
g. Permanent Pool Surface Area, ftZ: 38,365
h. Permanent Storage Volume, ft3: 138,132
i. Temporary Storage Elevation, FMSL: 17.10
j. Temporary Storage Volume, ft3: 44,641
k. Controlling Orifice: 3.50" 0 pipe
I. Receiving Stream/River Basin: Brice's Creek
M. Stream Index Number: 27 — 101 — 40 — (1)
n. Classification of Water Body: "C; Sw, NSW"
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7070910
II. SCHEDULE OF COMPLIANCE.
The stormwater management systems shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface, per the approved plans.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the systems will be repaired immediately.
The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data,
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the
permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any
deviations from the approved plans and specifications must be noted on the
Certification. A modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7070910
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit to the Division final site layout and grading plans for any
permitted future/common areas shown on the approved plans and receive approval
prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the project.
12. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
13. This permit shall be effective from the date of issuance until November 7, 2017.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
14. Each lot in the subdivision covered by this permit will maintain a minimum 50 foot
wide vegetative buffer between all impervious areas and surface waters. All roof
drains must terminate at least 50' from the Mean High Water mark.
15. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
16. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7070910, 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 (see BUA Per Lot table) square feet.
These allotted amounts include any built -upon area constructed within the lot
Property boundaries, and that portion of the right-of-way between the front lot
ne and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina,
driveways, and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales,
etc.) associated with the development except for average driveway
crossings, is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated
area associated with the development is prohibited by any persons.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7070910
i. A 50' vegetated buffer must be maintained between all built -upon area and
the Mean High Water line of surface waters. All roof drains shall terminate at
least 50' from the Mean High Water mark.
j. Each designated curb outlet swale shown on the approved plan must be
maintained at a minimum of 100' long, maintain 5:1 (H:V) side slopes or
flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10
year storm in a non -erosive manner, maintain a dense vegetated cover, and
be located in either a dedicated common area or a recorded drainage
easement.
17. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In
the event of a change of ownership, or a name change, the permittee must submit a
formal permit transfer request to the Division of Water Quality, accompanied by a
completed name/ownership change form, documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request
will be considered on its merits and may or may not be approved. The permittee is
responsible for compliance with all permit conditions until such time as the Division
approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit 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.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7070910
10. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 7ch day of November, 2007.
ORTH CPyROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L
for
Coleen . Sullins, erector
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7070910
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7070910
Carolina Colours Bayberry Park (POD R-14), Phases 1 and 2
Stormwater Permit No. SW7070910
Craven Countv
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 8 of 9

State Stormwater Management Systems
Permit No. SW7070910
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system. .
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and
a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Craven County Building Inspections
Page 9 of 9

RECEIVED State of North Carolina
BB�� Department of Environment and Natural Resources
SEP 17 2007 Division of Water Quality n�
lVJ t
�p�
STORMWATER MANAGEMENT PERMIT APPLICATION FORM 9l�
®WQ-WAR® This frn•m maY be pholocol ied. in- use as an original
1. GENERAL INFORMATION:
I. Applicant's came (specil'y the name of the corporation, individual, etc. who owns the project):
Carolina Creck LLC
2. Print Owners/Signing Official's name and title (the person legally responsible for facility and compliance):
Kenneth I.
3. Mailing Address for person listed in item 2 above:
503 W.'I'hurman Road
City: New Bern
'I'dephonc Number:
252.636.3700
State: NC
Zip: 28562
4. Project Name (subdivision, facility, or establishment name - should be consistent With project acme on plans,
specilicalions, letters, operation and maintenance agreements, etc.):
Carolina Colours Bavberry Park (POD R-14) Pbascs I and 2
5. Location of' Project (street address):
Intersection ol' Waterscape Crossing and Baybeny Park Drive.
City: New Bern County: Craven
6. Directions to project (from nearest major intersection):
Approximately 0.25 miles southwest ol' Thurman Rd./US 70 intersection to Waterscape Way. Make
Waterscape Way to Della Drive. The pi-oiect is located on south -side of' Waterscape Way at the intersection
ofthe Waterscape Way and Delft Drive.
7. Latitude: 35' 00' 35" N
Longitude: 77' 59'-53" W
8. Contact person Who can answer questions about the project:
of project
Name: Lric J. Frank, PE Telephone Number: [phone]
IL PERMIT INFORMATION:
I. Specify Whether project is (check one): X New Renewal Modification
Form: SWU-101 Version 3.99 Page I of4

2. If this application is being submitted as the result of a renewal or modification to all existing permit, list
the existing permit number
and its issue date (if known)
3. Specify the type of prgjcct (check one):
® Low Density ® High Density ❑ Redevelop ❑ General Permit ❑ Other
4. Additional Project Requirements (check applicable blanks):
❑ CAMA Major ® Sediment/L'-rosion Control ❑ 404/401 Permit ❑ NPDLS Stormwater
Information on required stale permits can be obtained by contacting the Customer Service Center
at 1-877-623-6748.
111111. PROJECT INFORMATION
I . In the space provided below, summarize how stormwater will t treated. Also attach a detailed narrative
(one to two pages) describing stormwatcr management for the project.
In the low density section, stormwater will exit the site and receive treatment via swaleS minimum 100' long
with 5:1 side slopes. The stormwatcr from the pocket of high density shall be treated in a wet detention
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Project Area: 48.56 acres
5. I -low many drainage areas does the project have?
4. Project Built Upon Area:
0
29.29 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in
the project, attach an additional sheet with the information for each area provided in the same format as
below.
Taal Proicct Area:
Basin Information
Draina c Area Total ,.,
0 1 4 Drainage Area2. «'!� t
Receiving Stream Name
Brice's Creek
See Attached Supplement
Receiving Stream Class
C; SW: NSW
Draina'eArea
z(S',5-k 2,115,351 SI'
.42a
Lxistin * Impervious* Area
0
Proposed Impervious* Area
619.568 SF
% Impervious* Area (total)
29.29 %
Impervious* Surface Area
7, Drainage Area Total ;
I-. 'Drainage Area
On -site Buildings
394,956 Sl- p 7
See Attached Supplement
On -site Streets
180,826 SF s S
On -site Parking
0
On -site Sidewalks
43,786 SF e 1 ,oI
Other on -site
Off site
Total:
619,568SF
* Impervious area is defined cis Are built upon area including, hul nal limited lo, buildings, roads,
parking areas, sidewalks, grovel areas, etc.
01 Version 3.99
Page 2 of 4
Toy o A; 3627E fi .4
fl�
0116�A,

SWU 101
Carolina Colours -Bayberry Park, Phases 1 & 2
DENSITY CHARTS
yo 694
FIIG,HIDEE_ Y*_ !
Basin nfornlation
Drainage Area 6
(Phase I)
'Drainage'Area 6
Futuna '
Drainage Area 6'
`,(Total)
Receiving Stream Name
Brice's Creek
Brice's Creek
Brice's Creek
Receiving Stream Class
SC: SW: NSW
SC: SW: NSW
SC: SW: NSW
Drainage Area
808,856 SF �,_
7 561269 SF_ 1,2, V
1,372,123 rj • e
F,xisting Impervious* Area
0
0
0
Proposed Inl pervious* Area
316,958 SF
I99,990 SF
516,948 SF
`90 Inl pervious* Area (total)
39.2%
35.5%
37.7%
Impervious* Surface Area ,
Drainage Area 6 .
Phase l
Drainage'Area6
Future -
" Drainage'Arva6
Total -
On -site Buildings
174,877 SI' ,O
79A29 SF
254,306 SF
On -site Streets
108,906 SF
92.284 SI'
201.022 SI'
On -site Parking
0
0
0
On -site Sidewalks
33,342 SF-0,77,
28,277 SF
61,619 SF
Other on -site
0
0
0
Off site
/A5_0
0
_157S 0
Total:
8SF,7.t
1 99n990 S F_-
I516,948-Sr=
*This area drains to the wet detention pond and includes all anticipated future area p f 27�­
draining to the pond with the lots developed at 40% impervious.
LOW DENSITY,
Basin Information
Drdiltage Mea'""
Low Density
Receiving Stream Nanlc
Brice's Creek
Receiving Stream Class
SC: SW: NSW
Draina gc Area
1.306.488 SF =
o
Existing Inl pcl'vious* Area
0
Proposed Impervious* Area
302,610 SF
% Impervious* Area (total)
1 23%
Impervious* Surface Area ,
Drainage Area
,Low Densitynx
On -site Buildings
220,079 SF j,
Oil -site Streets
72.097 S17
$
On -site Parking
0
On -site Sidewalks
10,444 SP
Other on -site Future
Off site (existing)
Total:
3 02.6 10 SFs

i. Flow was the off =site impervious area listed derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels and Future development prior to sale of any lot. If lot sizes vary significantly, it table
listing each lot number, size and the allowable built upon area for each lot must be provided as an attachment.
1. The,folloming covenants are nvendcd ro ensure ongoing compliance with s7ale nxuuigeurent permit
number as issued by the Division of Water Quality.
These covenants my not he clanged or deleted without the consent of the State.
2. No more than See attached table square feei gjan� lot shall be covered bi, suvciures or impervious
materials. Impervious materials include asphalt, gravel, concrete, brick, scone, slate or similar
material but do not include wood decking or the water sui fhce of swimming pools.
3. Swales shall not be filled in, pipeel, or ahered except as necessary to provide drivewmv crossings.
4. Built -upon area in excess ol'the permitted amount requires astute .sto nnvater management permit
modilication prior to consn•uction.
J. AB permitted rune%f from out parcels or fiiunre development shall he directed into the permitted
siornnvater control sivem. These connections to the stornnrater controls - vstem shall be peifiirmeal
in a manner that maintains the integri(v cnnl peifbrnunce of the system aspermitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable item required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form (s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off Site System Supplement
Form SWU-107
Underground Infiltration "french Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
w Form: SWU-101 Version 3.99 Page 3 of4

'VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application package
should he submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
nitials
• Original and one coot/ of the Stormwater Manasement Permit Application Form
• One coDv of the aoDlicable SLIDDlement Form(s) for each BMP
• Permit application orocessine fee of S420 (savable to NCDFNR) A/
• Detailed narrative descriotion of stormwater treatment/manaeemenC
• Two coDies of Dlans and soccifications. includine:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of'roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including olT site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated butters (where required)
V11. AGENTAUTHORIZATION
Ifyou wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section:
Designated agent (in(lividual or firm): Eric J. Frank, PE, McKim & Creed PA
Mailing Address: 2807 Neese Blvd., Bldg. 5
City: New Bern State: NC Zip: 28562
Phone: [phone] Fax: [phone]
Vill. APPLICANT'S CERTIFICATION
I, (print or 1ppe name of person listed in General lgformalion, dent 2) Kenneth I. Peregoy
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC
2H.1000. A
Signature:
Date: -21 0 7
Form:SWU-101 Version3.99 Page 4of4

Permit No. :S J 7o 7,o9/o
(to he provided by DIVO)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMEN'1 PERMIT' APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form maY he phoiocopied for use as on original
DWO Stormwaler Manaacment Plan Review:
A complete stormwatcr management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement.
1. PRO.IEC7' INEORMA'FION (please complete the following information):
Project Name: Bayberry Park (POD R-14) Phases I & 2
Contact Person: Kenneth 1. Peregoy Phone Number: 252-636-3700
For project with multiple basins, specify which basin this worksheet applies to: N/A
Elevalions
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Area
Permanent Pool Surlttcc Area
Drainage Area
Impervious Area
Volumes
Permanent Pool Volume
"temporary Pool Volume
Forebay Volume
Other parameters
SA/DA
Diameter of Orificc
Design Rainfall
Design "hSS Removal Z
10.00 It. (floor of the husin)
16.00 ft. (elevation of the orifice)
17.10 ft. (elevation of the discharge .structure orerllon)
38.365 sq. tt.
(wuier suif ice area
at the orifice elev(mion)
31.5 ac,
(on -sire
f--site
and of
dreinage to the husin)
1 19 ac.
(on -site
and off -site
ch•ainage to the husin)
138.132 cu. It. (combined volume of main basin mid.foreba-1)
44,641 cu. IL (volume detained above the permanent pool)
29,724 cu. fl. (approrimaieh, 20%cftotal volume)
2.00 % (sitif ice area to drainage co-ed ratio from DWQ lahle)
3.50 in. (2 to 5 clgv temporary pool (haiv-doirn required)
1 in.
90 % (mininmm 85 , required)
Form: SWU-102 Rev. 3.99 Page I ol'4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
amaal impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
- ,i'he requirement for a vegetative filter stay be waived if the wet detention basin is designed to meet 90`YU TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1999) and Administrative Code
Section: 15 A NCAC 21-I .1008.
Initial in the space provided to indicate the following design requirements have been mct and supporting
documentation is attached. II' the applicant has designated an agent in the Stormwater Managemrent Permit
Application Form, the agent may initial below. If a requirement has not been met, attach ,justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required mininuun ot'3 feet).
b. The Ibrebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
/U/h
e. It'required, a 3046ot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3: I.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shell'with a slope ol'6:1 or less (show detail)
(� i. Vegetative cover above the permanent pool elevation is specified. _
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest
right -of, way.
I. Il'the basin is used for sediment and erosion control during construction, clean out 01'
the basin is specified prior to use a wet detention basin.
e:� ;7 in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if'one is provided.
This system (check one) (E) does (®) flocs not incorporate a vegetated filter at the outlet.
This system (check one) (Q) does (0) does not incorporate pretreatment other than a forebay.
Form: SWU-102 Rev. 3.99 Page of4

Maintenance activities shall be performed as follows:
1. 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 orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 clays as designed.
2. Repair eroded areas immediately; re -seed as necessary to maintain good vegetative cover, now
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, 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.e. 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 permanent pool depth reads I I feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads I 1 feet in the fore bay, the sediment shall be removed.
Sediment RemmAEl. I 1 1 5
Bottom ElevationA 10
FOREBAY
BASIN DIAGRAM
(fill (e the hlneka)
Permanent Pool Elevation 16
Sediment Removal Elevation 11 5
Bottom Elevation 10 1
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 shell'and fore bay berm.
6. If the basin must be drained I'or an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Form: SWU-102 Rev. 3.99 Page 3 ol'4

I acknowledge and agree by my signature below that 1 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 name: Kenneth I. Peregpy, Carolina Creek, LLC
Title
Address: 503 W. Thurman Road. New Bern, NC 28562
Phone:
Signatu
Dale: v 1
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president.
I�-G�Z'Plvli. L ��� � Notary Public for the State of North Carolina County ol'Craven,
do hereby certify that Kenneth 1. Percaoy personally appeared before me this 23rd day of Auk, 2007, and
acknowledge the due execution ofthc foregoing wet detention basin maintenance requirements. Witness my
hand and official seal.
, TAR)
'OUBOG
S13Al-
My commission expires
Form: S W U-102 Rev. 3.99 Page 4 of 4

Permit No. SU % D / ;2 / o
(to be pi ovidcd br= DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGI MENf PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low -density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low destiny projects should not have a discrete stormwater
collection system as defined by 15A NCAC 21-1 .1002(18). Low -density requirements and density factors can be
found in 15A NCAC 21-1 .1005 through .1007.
1. PROJECT INFORMATION
Project Name: Carolina Colours (Conventional Subdivision) Bayberry Park (POD R-14) Phases I & 2
Contact Person: Eric J. Frank, PE Phone Number: 252-633-5899
Number of Lots: 8o
Allowable Built Upon Area Per Lot*: See Table
*11'lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers, and provide area subtotals and
totals.
11. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculations in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high -density pockets.
• DF Density Factor - the appropriate percent built upon area dived by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area ofimpervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of Tots in the subdivision.
• BUA/L.ot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form: SWU-104 Rev. 3.99 Page I oft

(SAxDF)—RA—OA = I3UA
No. Lots Lots
Canon:
See Table
M. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. Il'the applicant has designated an agent in the Stormwater Management
Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30-foot vegetative brdTer is provided adjacent to surface waters. Projects in the NeuSe
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy ol'the recorded document shall be provided by DWQ within 30 days of
platting and prior to sale ol'any lots.
c. Built upon area calculations are provided for the overall project and all lots.
�-,7- cf. Project conforms to low density requirements within the ORW AEC (il'applicable).
115A NCAC 21-1 .1007(2)(b)I
Form: SWU-104 Rev. 3.99 Page 2 of

NCDWQ —/LOW DENSITY
LOW DENSRY PHASE ONE
LOT No.
AREA
IMPERVIOUS(30%)
(MAX. 8000 sf)
1
12973
3892
2
10500
3150
3
10500
3150
4
10500
3150
5
15338
4601
9
10744
3223
10
10500
3150
11
10500
3150
12
IDODO
3150
13
10500
3150
14
10500
3150
15
10500
3150
16
10500
3150
47
11979
3594
48
10500
3150
49
10500
3150
50
11979
3594
SUBTOTAL
PHONE
.
189013
56704
LOW DENSRY PHASE TWO
LOT No
AREA
IMPERVIOUS (30%)
(MAX. 8000)
201
32949
8000
202
32032
8000
203
29599
8000
204
25639
7692
205
22805
6842
206
34354
8000
207
40735
BOD0
208
33453
8000
209
28632
8000
210
21124
6337
211
20738
6221
212
26809
8000
213
21319
6396
214
31024
8000
215
2170E
6512
216
16807
5042
217
18721
5616
218
31491
8000
219
27364
8000
220
28564
8000
221
17215
5165
222
13000
5400
223
20508
6152
SUBTOTAL
PH. TWO
601590
163375
SUBTOTAL
PH. ONE
189013
56704
TOTAL LOT AREA 790,603
TOTAL MPERVIOUS 220,079
Carolina Colours
Bayberry Park (POD R-14) part of Phase 1 & Phase 2
CiLy of New Bern, NC
City of New Bern — No. 5 TWP — CRAVEN CO. — NORTH CAROLINA
DATE: August 31, 2007 SCALE: 1"=None
ATTACHMENT A
�NF M&CREED
LOT AREA CHART
2807 NEUSE BLVD. BLDG 5
NEW BERN, NORTH CAROLINA 28560
NCDENR—DWO
TELE [phone]
FAX: [phone]
LOW DENS EY SUPPLEMENT

NCDWQ — HIGH DENSITY
HKIH DENSITY PHASE ONE
Lot No.
AREA
IMPERVIOUS (40%)
6
11297
4519
7
11250
4500
8
11250
4500
17
10500
4200
18
10500
4200
19
10500
4200
20
10500
4200
21
11979
4792
22
10500
4200
23
10500
4200
24
11979
4792
25
10500
4200
26
10500
4200
27
10500
4200
28
10500
4200
29
10494
4198
30
10766
4306
31
10505
4202
32
10500
4200
33
10500
4200
34
10500
4200
35
10500
4200
36
11979
4792
37
10500
4200
38
10500
4200
39
11979
4792
40
10500
4200
41
10500
4200
42
10500
4200
43
10500
4200
44
10500
4200
45
12012
4805
46
16223
6489
51
10500
4200
52
10500
4200
53
10500
4200
54
10500
4200
55
10500
4200
56
10500
4200
57
11979
4792
TOTAL
437192
174877
Carolina Colours
Bayberry Park (POD R-14) Phase 1
City of New Bern, NC
City of New Bern - No. 8 TWP - CRAVEN CO. - NORTH CAROLINA
DATE: August 31, 2007 SCALE: 1"=None
ATTACHMENT B
vNFI4&CREED
HK;ti DBrB(TY -LOT AREA CHART
2807 NEUSE BLW, 5
NEW BERN, NORhI CARWNA NA 28560
NCDENR-DWO
1ELE: [phone]
FAX: [phone]

Permit No. J (,l rI 0'7 P9/ 0
(to be provided hY DINQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
S I'ORMWATER MANAGEMENT' FERMI'I' APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR I,Oty DHNSrt'Y nENT1,0'AIFNI%VI I'It CUR¢ AND Go ITFR
Phis fiu•m n+cry he photocopied fi)r rise as an orioml
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a storn»vater management permit application, a curb
Millet system supplement, a low density supplement, design calculations, and plans and specifications showing all
stormwater conveyances and curb outlet details.
1. PROJECT INFORMATION
Project Name: Carolina Colours (Conventional Subdivision) Bayberry Park (POD R-14Rhase I & 2
Contact Person: Uric J. Frank PF Phone Number: 252-633-5899
Curb outlets to (check one): ® Swale ❑ Vegetated Area
11. REQUIRED ITEMS CIIECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 21-1 .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. II' the applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attachjustilication.
Applicants Initials
a. Curb outlets direct flow to a Swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to cant', at a minimum,
the peak flow from the 10-,year storm.
c. Flow velocity is non -erosive for peak flow from the 10-year storm event.
d. Longitudinal slope of the Swale or vegetated area does not exceed 5°/u.
e. Side slopes of the swale or vegetated area arc no steeper than 5:1 (horizontal to vertical).
f. Length of swale or vegetated area is > 100 feet.
g. The system takes into account the run-off at ultimate built -out potential fi-om all surfaces
draining to the system (delineate drainage area for each swale).
It. Swales are located in recorded drainage easements.
i. Grass type(s) for permanent vegetative cover specified on detail.
j. Swale detail provided on plans.
Form SWU-105 Ver 3.99 Page I of

If
E
4r
Ill. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same format
as Table I and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the Stale of North
Carolina Erosion and Sediment Control Planning and Design Manual.
Table I. Swale Dvgion Infnrmntinn
SIva le"
No .t.
Arca" ac
-o m el,vulilsn
pti . - W i
Area ac u,,,t�as,
Gt asseds �'"'
a t
Alca sac
aC �'
h a
a `Q1(10} r' 7
„ - c Y_..�
V illow;
d+ a.
Vactual
r
ti r
I
0.79
0.34
0.45
0.49
2.8
5
2.53
0.42
2
0.91
0.50
0.41
0.45
3.9
5
2.44
0.52
3
3.82
0.82
3.00
0.32
7.9
5
1.83
0.88
4
8.50
2.13
6.37
0.35
17.6
5
4.05
0.88
5
3.03
0.58
2.45
0.30
5.1
5
1.50
0.77
6a
1.28
0.51
0.77
0.47
4.1
5
1.74
0.64
6b
1.87
0.75
1.12
0.47
5.6
5
1.68
0.77
6c
1.91
0.76
1.15
0.47
5.5
5
1.86
0.72
7
1.08
0.47
0.61
0.50
3.7
5
3.46
0.42
8
2.01
0.59
1.42
0.38
5.0
5
1.38
0.80
'JDLI ECEI d .F:1v
OCT 16 2007
DWQ
PROJ #
Sc,.Ar -1315,6N,66�-6c at - peft-A-C� 5Lvs4q,
Form S W U-105 V er 3.99
Page 2 of 3

M. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
I. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at any
time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up, erosion.
and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded following
sediment removal.
4. Eroded areas of the Swales will be repaired and reseeded. Swales will be revcgetatcd as needed and in a timely
manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runolTproducing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the
system or responsible party.
Print Name and Title: Kenneth I. Peregoy. Carolina Creek, LLC, Manager
Address: 503 West Thurman Road, New Bern, NC 28562
Phone: [phone] ca Date:
Signature:
Note The legalll, responsible party shou N not be a homeowners association unless more than 50% of the lots
have been sold (md a resident of the subdivision has been named the president.
a Notary Public for the State of --
North Carolina County of
_Craven do hereby cci-4 that Kenneth I. Peregoy personally appeared before me this day
of _Aueust 23rd_,
rcquircmcnts. Wltnl
acknowledge the due execution of the forgoing infiltration basin maintenance
s�dj�• ehaw711 and official seal,
NOTARY �^
\I:°UBUG .�US
My commission expiresfiz&7 tI f I3 DD�
Form SWU-105 Ver 3.99 Page 3 of

�MCIQMCREED
TO. NCDENR—DWQ
943 Washington Square Mall
Washington, NC 27889
A'I'I'EN'11ONMr. Scott Vinson
WE ARE SENDING: ❑ Orioials ❑ Prints
❑ Specifications ❑ Calculations
LETTER OF TRANSMITTAL
DATE: _ November 5, 2007
reopicrNO: 031340050
'1ASK NO, 40
Re: Carolina Colours
Bayberry Park, Phases I and 2
1RANS\11'1-1'AL NO:
IS\GE I OP I
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
2
Sheets 4 and 6 revised
NOV 0 6 2007
DWQ
PROJ #
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 'I. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS: Drainage easement has been added to Swale N4.
2807 Nanse Umdevard, IhiilJing 5 New Gem NC, 28562(252) 633-589911'HONEI (252) G99-6551 (PAS
Fit PA
S:\313d\INI$0\40-1'armil\Sbnnm'oler\'1'r-$colt Vinson -Sheets I And 62.Doc

RE: Car.Colours - Bayberry Park
Subject: RE: Car.Colours - Bayberry Park
From: "Eric Frank" <[e-mail]>
Date: Mon, 5 Nov 2007 08:27:18 -0500
To: "Scott Vinson" <[e-mail]>
We'll get the drawings to you. Sorry we missed that and thanks for
your patience.
Eric Frank
McKim & Creed
2807 Neuse Boulevard
Building 5
New Bern NC, 28562
252.633.5899
252.633.6551 fax
www.mckimcreed.com
-----Original Message -----
From: Scott Vinson[mailto:[e-mail]
Sent: Friday, November 02, 2007 5:08 PM
To: Eric Frank
Subject: Car.Colours - Bayberry Park
Eric,
Regarding SW application SW7070910, Carolina Colours - Bayberry Park, Ph
1 & 2.
Curb outlet Swale #4 running down lot #211 still needs a drainage
easement
shown on plan sheets 4 & 6. Please submit 2 copies of revised plan
sheets
4 & 6 by Tuesday, November 6, 2007 if at all possible.
Thanks,
Scott Vinson
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are 'addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
I of I 1 I/6/2007 4:29 PM

Car.Colours - Bayberry Park
Subject: Car.Colours - Bayberry Park
From: Scott Vinson <[e-mail]>
Date: Fri, 02 Nov 2007 17:08:24 -0400
To: Eric Frank <[e-mail]>
Eric,
Regarding SW application SW7070910, Carolina Colours - Bayberry Park, Ph 1 & 2.
Curb outlet Swale #4 running down lot #211 still needs a drainage easement
shown on plan sheets 4 & 6. Please submit 2 copies of revised plan sheets
4 & 6 by Tuesday, November 6, 2007 if at all possible. Thanks,
Scott Vinson
1 of 1 11/2/2007 5:08 PM

vMCIQM&CREED
'10: NCDENR — DWQ
943 Washington Square Mall
Washington, NC 27889
A'rl'CN'HON: Mr. Scott Vinson
WE ARE SENDING: ❑ Originals ❑ Prints
❑ Specifications ❑ Calculations
LETTER OF TRANSMITTAL
°ATE' October 26, 2007
PROJGaN0- 031340050
'1ASK NO- 40
RE: Carolina Colours
Bayberry Park, Phases 1 and 2
'rRANSMI'ITALNO.
PAGE, 1 01: 1
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
2
Sheets 4 and 6 revised
rr 9 n qnn
Issue Status Code A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval I-1. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS: Per our phone conversation on 10-26-07, revised sheets 4 and 6 are attached. The swale
numbers have been changed to be consistent and drainage easements are shown on all swales.
2807Neuse❑olJevnrci,Buildine5New Om'nINC, 28562(252)633-5899(PI-IONE)(252)633-6s
Pile
5',A3134V0050A40-Fermi tASlornnsaterA I r-Scull Vinson -Sheets 4 And 6.1)uc

� —i
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 26, 2007
Alan W. Klimek, P.E. Director
Division of Water Quality
A PHONE LOG OF A REQUEST FOR ADDITIONAL INFORMATION MADE ON October
26, 2007 AT APPROXIMATELY 2:50PM & MADE TO ERIC FRANK, PE REQUE.STION
THE FOLLOWIN:
Subject: Stormwater Review SW7070910
Carolina Colours Bayberry Park, Ph 1&2
Craven County
This office received a Coastal Stormwater permit application and plans for the subject project on
September 17, 2007 and additional information on October 16, 2007 A preliminary review of the project
indicates that before a State Stormwater permit can be issued the following additional information is
needed.
1) Plan sheet #4 has swales #7 & #8 mislabeled as swales 6 & 7. Please correct.
2) There are no drainage easements called out on revised plans sheets. Please submit 2 copies of
plan sheets 4 & 6 showing the needed easements down swales # 1, 2, 7, 8 & 4.
Please have this information submitted by October 29, 2007.
Eric said he would have the revised plans out and in the mail today.
Scott Vinson / /
EnvironmentaEngineer
Washington Regional Office
cc: Eric Frank, PE — McKim & Creed
Washington Regional Office
horthCarof.
�1 nlurn/t
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enrstate.nc.us 943 Washington Suuare Mall. Washington, NC 27889 1-877623-6748

�McIQM&CREED
October 16, 2007
Mr. Scott Vinson
NCDENR-DWQ
943 Washington Square Mall
Washington, INC 27889
RE: Stormwater Review SW 7070910
Carolina Colours, Bayberry Park, Ph 1&2
Dear Mr. Vinson:
E NG I N F E RS
SURVEYORS
PLANNERS
M&C 031340050 (40)
ECEI�TEIU
OCT 16 2007
DWQ
PROD #
This letter is in response to your request for information from Mr. Kenneth I.
Peregoy, dated October 2, 2007. The following responses are given in the order
presented in your letter. Please refer to the included plans for clarification.
1. Rather than add a swale between 205 and 206, the stormwater was
routed through swale #2 through the edge of lot #214 as shown on the
attached drawing. This is a low flow 5:1 sideslope swale over 100' long,
capturing primarily street water.
Swale #1 has been moved to discharge on the other side of the road.
This will allow for a swale in excess of 1 00'with 5:1 side slopes.
2. This alternative plan will negate the need for another level spreader.
3. This plan will eliminate all level spreaders.
4. With the attached plan the water that was flowing to the intersection of
Jade Court and Spring Green Pass will be rerouted to curb outlets on
Jade Court leading to Swales #7 and #8. That will eliminate the piping
between lots 208 and 209 as well as the pipes under the intersection of
Jade Court and Spring Green Pass.
By adding a pipe between CB 8 and CB 11 the pipe between lots 210 and
211 can be eliminated. This will allow the water to be discharged at a
natural low spot and eliminate unnecessary excavation. The stormwater
2807 Neuse Rlvd. Bldg. 5 will also be discharged to an area with a flatter grade than the backslope
of lots 210 and 211 - avoiding a potential erosion control problem.
New Bern, NC 28562 Finally, the flatter grade and longer distance to the wetlands and buffer
areas will allow for slower, less erosive flows and greater treatment
time.
252 633,5899 Overall, the revised plan would eliminate a net 265 ft. of piping.
Faz 252. 633. 6551 S:3 134\00MW Permtl lcrmalerWr-
Scotl Vinson RFl response.00c
w ww.mcklmcrenA.corn

Mr. Scott Vinson
October 16, 2007
Page 2
5. Sheet 2 of the SWU-105 form has been updated to reflect the new
drainage areas. The plans and calculations have been updated as well.
Revised copies are attached.
6. It is noted that no development is to take place in the areas labeled
"Future Development" until plans for that area have been properly
reviewed and permitted by DWQ.
7. All documents being resubmitted have been signed and sealed.
8. A check for $500.00 is attached.
Thank you for your review of this project. If you require any additional
information, please contact me.
Sincerely,
McKIM & CREED, P.A.
Eric J. Frank, PE
/att
cc: Kip Peregoy
File
5.Ql34\OOM0 o-Permt\torm terUtr-Scott Vinson-RFI responseAm
v
� MqC M&CREED

Re: R-14 resubmittal
Subject: Re: R-14 resubmittal
From: Scott Vinson <[e-mail]>
Date: Mon, 15 Oct 2007 11:27:25 -0400
To: Eric Frank <[e-mail]>
Eric,
That would be fine. Thanks for writing,
Scott
Eric Frank wrote:
Scott,
While assembling the package for the R-14 resubmittal this morning, I noticed
some errors in the calculations. If it is o.k. with you, I would like another
day to correct the errors. This would extend the submittal date to Tuesday,
October 16, 2007.
Thank you,
Eric Frank
M*^C *KIM/&/CREED
ENGINEERS SURVEYORS PLANNERS
2807 Neuse Boulevard
Building 5
New Bern, NC 28562
252.633.5899
252.633.6551 fax
http://www.mckimcreed.com <http://www.mckimcreed.com/>
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
I of 1 10/15/2007 11:27 AM

Re: Bayberry Park Stormwater Review SW7070910
mai Ibox:///Cl/Documents%2Oand%2OSettings/Owner/Application%...
Subject: Re: Bayberry Park Stormwater Review SW7070910
From: Scott Vinson <Scott. Vinson@ncmail. net>
Date: Tue, 09 Oct 2007 08:56:43 -0400
To: Eric Frank <[e-mail]>
Yes, thank you Eric, this is fine. The required submittal date has been extended until
October 15, 2007. Please call or write if you have any questions,
Scott
Eric Frank wrote:
Scott,
Pursuant to our conversation today, I am requesting an extension until Monday,
October 15, 2007 to reply to your RFI for the stormwater project referenced above.
The redesign we discussed will require changing the plan and profile of Spring Green
Pass and Jade Court, redefining the drainage areas, revising the pipe charts, and
updating the calculations and permit. Please let me know if this extension meets
with your approval.
Thank you,
Eric Frank
M*^C *KIM/6/CREED
ENGINEERS SURVEYORS PLANNERS
2807 Neuse Boulevard
Building 5
New Bern, NC 28562
252.633.5899
252.633.6551 fax
http://www.mckimcreed.com <http://www.mckimcreed.com/>
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
1 of 1 10/9/2007 9:02 AM

�F WNA7-Fq
Michael F. Easley, Governor —
William G. Ross Jr.. Secretary
ar
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 2, 2007
Mr. Kenneth 1. Peregoy, Member/Manager
Carolina Creek, LLC
503 W. Thurman Rd.
New Bern, NC 28562
Subject: Stormwater Review SW7070910
Carolina Colours Bayberry Park, Ph 1&2
Craven County
Dear Mr. Peregoy:
This office received a Coastal Stormwater permit application and plans for the subject project on
September 17, 2007. A preliminary review of the project indicates that before a State Stormwater permit
can be issued the following additional information is needed.
I ) A new curb outlet Swale needs to be provided for the curbed road runoff from Drainage Area #7.
The runoff from this curbed section of street will not receive the same high amount of treatment
required when it is discharged into an existing ditch with such an additionally large drainage area
also draining through it (D.A.47 & #7a). Move the road's low point north in order to place a new
5:1 curb outlet swale between lots 205 & 206. Revise plans, calculations & supplement forms as
needed.
2) A new level spreader will also be required for this new swale that drains to the Neuse buffer.
3) Please provide a Level Spreader Supplement form for each level spreader and a signed Operation
& Maintenance agreement for all level spreaders. This can be found at the website
http://h2o.enrstate.naus/su/binu fonns.hpn . (On Excel supplement forms note the additional
tabs found at the bottom.)
4) Please remove the excessive piping (P8 & PI1) between lots 208-209 & 210-211 and extend the
grassed Swales #2 & #3 up as close to the road as possible. This is not considered minimal
piping for low density developments.
5) On the Curb Outlet Supplement form, Swale #4 has a drainage area of 2.63ac. The corresponding
drainage area #4 found on plan sheet 8 has a drainage area of 4.39ac. Please verify and correct
form, plans and calculations as needed.
6) Please note that the lots not numbered within the "Future Area" draining to the wet detention
pond and the associated streets have only be taken into account for the pond design and cannot be
constructed until a complete set of plans showing lot numbers, boundaries, & proposed
impervious areas with proposed deed restrictions are submitted and approved by this Office.
7) Please do not forget to have plans, calculations, supplements, narrative, etc. revised, signed,
sealed and dated as necessary when re -submitting.
8) Please provide the 25% additional information fee associated with the Express Stormwater
Review Program of $500.00 by check made payable to "NC DENR".
N'o°�C hcarol
wrilura!
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet. h2o.encstate.ncus 943 Washirnr nn Sounre Mall. Washineton. NC 27889 - 1-977-623-6749

The above requested information must be received in this office prior to October 10, 2006 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. U you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Eric Frank, PE — McKim & Creed
Washington Regional Office

RE: Baybeny at Carolina Colours
imap://cros. ncmail.net:993/fetch°/u3EUID%3E/INBOX%3E 16427 ?he...
Subject: RE: Bayberry at Carolina Colours
From: "Eric Frank" <[e-mail]>
Date: Thu, 4 Oct 2007 14:58:40 -0400
To: "Scott Vinson" <[e-mail]>
Scott,
Thanks for your comments. I have attached a sketch plan of some
alternate routing of the stormwater for your review.
1. I understand your concern about discharging into the natural draw
between lots 206 and 201, but would like to present some comments of why
I think it is a good solution and meets the requirements of a curb
outlet system.
a) Our calculations may have been misleading to show Drainage Areas 7a
and 5* as draining to FES 3 for large storms. A spillway can be seen on
Sheet 8 in the northwest corner of "Detention Pond #3" from which the
water from the pond takes an alternate route bypassing the proposed
development. The 18" pipe under the road would pass a maximum of about
10-15 cfs (see Attachment A) before the water would start going over the
spillway. So it was a very conservative approach to include areas 7a
and 5 when sizing the pipe using the 10 year storm going under Spring
Green Pass. i.e. A quick ratio of the areas of areas
5+7a/5+7a+7=27.37/40.09=.68 applied to the computed flow of 62 cfs would
yield an expected flow at the outlet of the pond of around 42 cfs of
which about 15 cfs is going through the 18" pipe. This ignores the
attenuation effects of the pond. In summary, there is not as much water
flowing through the draw as suggested by the size of the drainage area.
*an incorrect area was shown in our pipe calculations - it should be
40.09 acres draining to FES 3. Revised calcs attached - Attachment B
b) Most treatment systems are designed to treat the runoff from a 1"
storm. I have attached some calculations (Attachment C) showing that
the runoff from a 1" storm produces a flow in the natural draw with a
depth of 0.11 feet at 1.27 fps. This shallow depth and low velocity
would suggest that the draw could perform its intended function as a
curb outlet swale.
c) The natural draw has side slopes of approximately 10:1 and a length
of 200 feet. Both are double the requirements for a curb outlet Swale.
2. This alternative plan will negate the need for another level
spreader.
3. The attached plan will eliminate all level spreaders. As shown on
the attached plan Swale #1 it is proposed to run between lot 213 and 214
instead of lots 203 and 204. It will be a 5:1 side slope swale and the
calculations will be revised accordingly.
4. With the attached plan, the water that was flowing to the
intersection of Jade Court and Spring Green Pass will be rerouted to
curb outlets on Jade Court leading to Swales #6 and U . That will
eliminate the piping between lots 208 and 209 as well as the pipes under
the intersection of Jade Court and Spring Green Pass.
By adding a pipe between CB 8 and CB 11, the pipe between lots 210 and
211 can be eliminated. This will allow the water to be discharged at a
natural low spot and eliminate unnecessary excavation. The stormwater
will also be discharged to an area with a flatter grade than the back
slope of lots 210 and 211 - avoiding a potential erosion control problem
(we were avoiding this problem in the previously submitted plan by
dropping the pipe in Catch Basin #9 and running the pipe to a lower
I of 4 10/5/2007 10:24 AM

RE: Bayberry at Carolina Colours
imap://cros.ncmail.net:993/fetch°/u3EUlD°/u3E/MOX°/u3E 16427?he..
elevation to avoid running down the back slope). Finally, the flatter
grade and longer distance to the wetlands and buffer areas will allow
for slower, less erosive flows and greater treatment time.
Overall, the revised plan would eliminate a net 265 ft. of piping.
Your comments 5 thru 8 will be addressed in the resubmittal.
Please let me know if the ideas outlined above meet with your approval.
I£ so we will incorporate them into a revised plan and calculations for
resubmittal.
Thank you,
Eric Frank
McKim S Creed
2807 Neuse Boulevard
Building 5
New Bern NC, 28562
252.§33.5899
252.633.6551 fax
www. mekimcreed. com
-----Original Message -----
From: Scott Vinson Emailto:[e-mail]]
Sent: Tuesday, October 02, 2007 4:38 PM
To: Eric Frank,
Subject: Bayberry at Carolina Colours
Eric,
I have some questions/comments on the Bayberry project.
The request for additional information letter is below.
Please call or write if you have any questions.m Thanks,
Scott Vinson
NC DENR - DWQ
------------------------------------------------------------------------
October 2; 2007
Mr. Kenneth I. Peregoy, Member/Manager
Carolina Creek, LLC
503 W. Thurman Rd.
New Bern, NC 28562
Subject: Stormwater Review SW7070910
Carolina Colours Bayberry Park, Ph 1S2
Craven County
Dear Mr. Peregoy:
This office received a Coastal Stormwater permit application and plans
for the subject project on September 17, 2007. A preliminary review of
the project indicates that before a State Stormwater permit can be
issued the following additional information is needed..
1) A new curb outlet swaleneeds to be provided for the curbed road
runoff from Drainage Area #71 The runoff from this curbed section of
2 of 4 10/5/2007 10:24 Alva

RE: Bayberry at Carolina Colours
imap://cros.ncmail.net:993/fetch%3EUID%3E/INBOX°/u3E 16427?he...
street will not receive the same high amount of treatment required when
it is discharged into an existing ditch with such an additionally large
drainage area also draining through it (D.A.#7 & #7a). Move the road's
low point north in order to place a new 5:1 curb outlet swale between
lots 205 & 206. Revise plans, calculations & supplement forms as needed.
2) A new level spreader will also be required for this new swale that
drains to the Neuse buffer.
3) Please provide a Level Spreader Supplement form for each level
spreader and a signed operation & Maintenance agreement for all level
spreaders. This can be found at the website
http://h2o.enr.state.nc.us/3u/bmp forms.hza. . (On Excel supplement forms
note the additional tabs found at the bottom.)
4) Please remove the excessive piping (P8 & Pll) between lots 208-209 &
210-211 and extend the grassed Swales #2 & #3 up as close to the road as
possible. This is not considered minimal piping for low density
developments.
5) On the Curb Outlet Supplement form, Swale #4 has a drainage area of
2.63ac. The corresponding drainage area #4 found on plan sheet 8 has a
drainage area of 4.39ac. Please verify and correct form, plans and
calculations as needed.
6) Please note that the lots not numbered within the "Future Area"
draining to the wet detention pond and the associated streets have only
be taken into account for the pond design and cannot be constructed
until a complete set of plans showing lot numbers, boundaries, &
proposed impervious areas with proposed deed restrictions are submitted
and approved by this Office.
7) Please do not forget to have plans, calculations, supplements,
narrative, etc. revised, signed, sealed and dated as necessary when
re -submitting.
8) Please provide the 25% additional information fee associated with the
Express Stormwater Review Program of $500.00 by check made payable to
"NC DENR".
The above requested information must be received in this office prior to
October 10, 2006 or your application will be returned as incomplete —The
return of this project will necessitate resubmittal of all required
items including the application fee. -If you need additional time to
submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.`
You should also be aware that the Stormwater Rules require that the
permit be issued prior to any development activity. Construction without
a permit is a violation of 15A NCAC 211.1000 and North Carolina General
Statute 143-215.1 and may result in civil penalties of up to $10,000 per
day.
Please reference the Stormwater Project Number above on all
correspondence. If you have questions, please feel free to contact me at
[phone].
3 of 4 10/5/2007 10:24 AM

RE: Bayberry at Carolina Colours
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Eric Frank, PE - McKim S Creed
Washington Regional office
imap://cros.ncmail. net:993/fetch°/u3EUID°/u3E/INBOX%3E I6427?he..
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
Content -Description: REV-STRM-DRN-SKETCHPLN 2.pdf
REV-STRM-DRN-SKETCHPLN 2.pdf Content -Type: application/octet-stream
Content -Encoding: base64
Attachment C - FES 3
Content -Description: Outlet Swale Hydrocad
Attachment C - FES 3 Outlet Swale Hydrocad Report.pdf' Report.pdf
Content -Type: application/octet-stream
Content -Encoding: base64
Content -Description: Attachment A - 18 in pipe flow.pdf
Attachment A - 18 in pipe tlow.pdf Content -Type: application/octet-stream
Content -Encoding: base64
• Content -Description: Attachment B -
Pipes-R14-REV ISED2.pdf
Attachment B -Pipes-R14-REV[SED2.pdt Content -Type: applicationloctet-stream
Content -Encoding: base64
4 of 4 10/5/2007 10:24 AM

GENERAL UTILITY NOTES
N, �4An
a SS B n �j ��'�� �..n."¢P 'Yh. .r .so• n+nuu..ro on a z. ••. `
PHASE ONE
219
\218 220
ka
213 M 217 Fa 221 -,... ., .a....
216 a 222 ...��w..°... r,
\ 202 214� i.1 •BWALE •8a € SWALE#7 A A _—1'1 T[ Nil I)] Fud SIP ?.I'
223 m`ortc mnrr 10 oI vAvc:
c
216 i _ 9!4
05
;ns•ID rr s s - �j 0 aAZ a "M'
\ .. . Ar nrzp , yam p/nrta
2406
1 F I \
-��• A / A ! 11 EfC1'.LU1')11'.hl
CRNA COLWRS CAROLINA CREEK LLC New EN. cNA
N e
LNG. DRAIN, RAINAGE,&ARou
O51 !1 N1ROL
PHASE 7W0 �t,n
POD
R-14

vMcIQM&CREED
'1'0: NCDENR - DWQ
943 Washington Square Mall
Washington, NC 27889
XFITNTION: Mr. Scott Vinson
WE ARE SENDING: ❑ Originals ❑ Prints
❑ Specifications ❑ Calculations
LETTER OF TRANSMITTAL
DATE: October 16, 2007
PROJECI'NO: 031340050
TASRNO40
RE: Bayberry Park Phases 1 and 2
Stormwater Management Plan
TRANSMITTAL NO:
PAGE 1 OP 1
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
2
Plans -Revised
G
2
Stormwater Management Plans w/talcs-Revised
G
2
SWU-105 Revised
G
1
$500 resubmittal fee (CC check #7955)
1
Cover Letter
I C
El
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS:
pRO3 # 2807 NCOSC Boulcvud Buildm, 5 Nmv Bcm NC 28562 [phone] (PHONE) [phone] (PAX)
CC Kip Peregoy
���N1cKIMICREED, PA
File
S:\3134\0050\40-Permit\Stormwater\'Ir-Scott Vinson-Resubmittal.Doc

vMCKJTV&CREED
NCDENR DWQ
943 Washington Square Mall
Washington, NC 27889
ATTENTION: Lyn Hardison
WE ARE SENDING: ❑ Originals ® Prints
❑ Specifications ® Calculations
LETTER OF TRANSMITTAL
OAIC September "17, 2007
PRoJECINO: 031340050
'1ASK NO, 40
RE: Pod R-14 Bayberry Park
Stormwater Submittal
IRANSMIMALN'O:
PAGE I OF 1
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
2
Plans Pod R-14 Bayberry Park Phases 1 and 2
G
2
SWU 10'I, 102, 104, 105(one orig. one copy)
G
2
Stormwater Narratives and Calculations
G
1
$4,000 Submittal Fee (CC Check # 7817 )
G
2
Low Density Covenants
G
2
High Density Covenants
G
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS:
RECEI@�ELP
Y - U
2807 Neu,e Boulevaal. Bondi • 5 Nnc Bern NC, 28562 [phone] (PI IONS) (252) 673-65M WAX)
Kip Peregoy McKIM_8-C—DEED PA
Pile .--,
S
5:A3134V0050A40-Pcrn,eASlonn,vaterANCDWQA'I}-Lpn I-lordi-11 Slornnvn l mso hi All la I No,
Eric J. Frank, PE

!iM
N hC ID
NCDENR RECavEm
rt'
o aro ina epartment of Environment and Natural Resources
943 Washington Square Mall, Washington NC 27889 [phone] FAX [phone]EP
7 200I
L
Request for Express Permit Review
®WQ-WARO
FILL-IN all information below and CHECK required Permit(s).
Please include this with the application package upon submittal. Project application received after 12 noon will be
stamped in the following work day, Thank youl Lyn Hardison lyn.hardison cDncmail.net
APPLICANT Name Kenneth I. Pereclov
Company Carolina Creek LLC
Address 503 W. Thurman Rd. City/State New Bern, NC Zip 28562
Phone [phone] Fax [phone] Email kperegoy(a)carolinacolours.com
PROJECT NAME Bayberry Park, Pod R-14 Clearino and Grubbin
County Craven
PROJECT LOCATION (ADDRESS)
ENGINEER/CONSULTANT Eric J. Frank, PE
Company McKim & Creed P.A.
Address 2807 Neuse Blvd., Bldg, 5 City/State New Bern, NC Zip 28562
Phone [phone] Fax [phone] Email efrank(@,mckimcreed.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; _ # of Stream calls; Stream Name
® STORMWATER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
PROJECT SYSTEM(S) TRIBUTARY TO BRICE'S CREEK STREAM NAME NEUSE RIVER BASIN
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development. ❑ Urban Waterfront
X LAND QUALITY ® Erosion and Sedimentation Control Plan with-&� ' "acres to be disturbed. CK # 7817
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 01 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
CIRCLE Y/N: 401 Application ❑ Yes ❑ No 404 Application in Process w/ USCOE ❑ Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications
CHECK l7
For DENR use only
# g
SUBMITTAL DATES: Fee Split for multiple permits:
SW `i-1-7-4)7 $ 0?,�4(..6-7
CAMA $
LOS R-17-D7 $ I33• 3 (V�Ar)�e,.
Total Fee Amount $ 4F 1