SW7070910_CURRENT PERMIT_20170911

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

September 11, 2017
Carolina Creek, LLC
Mr. Kenneth I. Peregoy, Manager
503 W. Thurman Rd.
New Bern, NC 28562
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
Subject: Stormwater Permit No. SW7070910 Modification
Carolina Colours Bayberry Park, Ph 1 & 2
High Density Project
Craven County
Dear Mr. Peregoy:
TRACY DAVIS
Director
The Washington Regional Office received a complete Stormwater Management Permit Application for
the modification of lots 58-71 of Carolina Colours Bayberry Park, Phases 1 and 2 on August 25, 2017.
The modification involves the addition of lots 58-71. This will add 2.84 acres of impervious surface to
the high density portion of the project which includes the 14 additional lots and street additions. The
project had 4.59 acres of future high density development built into the wet pond. The project now has
1.75 acres of future high density development remaining. The total impervious area within the low
density portion of this project does not increase from the originally permitted amount. 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 Septemberl 1, 2017, for the construction of the subject project. The modified
permit issued May 14, 2009 is hereby rescinded and replaced with this permit. Please keep the
original approved plans dated November 7, 2007 the modified approved plans dated May 14, 2009
and this current set of approved plans, which are included with this permit at all times.
This permit shall be effective from the date of issuance until November 7, 2021, 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,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
If you have any questions concerning this matter, please contact me at [phone],
Sincerely,
4�1—
-
William Carl Dunn, PE
cc: Tim Clinkscales, PE, PLS — Paramounte Engineering, Inc. (122 Cinema Dr., Wilmington, NC 28403)
Craven County Building Inspections
Washington Regional Office
State of North Carolina I Environmental Quality I Energy, Mineral and land Resources I
Washington Regional Office 1943 Washington Square Mall I Washington, NC 27889
252 946 6481

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
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 Colours Bayberry Park, Ph 1 & 2
New Bern, 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 Energy, Mineral, and Land Resources (Division) and considered a part of
this permit.
This permit shall be effective from the date of issuance until November 7, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The overall tract
built -upon area percentage for the project must be maintained at 30%, per the
requirements of Section .1005 of the stormwater rules. The project is permitted
for 94 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 1.75 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.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC 27889
252 946 6481

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 piping 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 (incl 7.25ac Future)
b. Total Impervious Surfaces, acres: 11.87 (incl 1.72ac 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 Bode "C; Sw, NSW"
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington. NC 27889
252 946 6481

II. SCHEDULE OF COMPLIANCE
1. 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.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEQ. 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.
8. 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.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Washington Regional Office J 943 Washington square Mall I Washington, NC 27889
252 946 6481

d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit 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, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
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 Energy, Mineral, and Land
Resources 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 Energy, Mineral, and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral, and Land
Resources.
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 line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington. NC 27889
252 946 6481

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.
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
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
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Energy, Mineral, and
Land Resources, 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 al
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 Energy, Mineral,
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The 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.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC 27889
252 946 6481

6. The permittee grants DEQ 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.
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.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the11th day of September, 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
I lauy L. ucxvlJ2 1 L, V1 'VI
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7070910 Modification
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington, NC 27889
252 946 6481

�I
k�
LOWJDBIE:GY3P.fN�B£f0NE
LOT No ARC<' IMPERVIOJS(30�)
1
12973
3892
2
10500
3150
3
105C0
150
OZ1
5
15338601
r60O
v.xx 9 :,,:
15336
A,"- 10
1225D.67511
:-12250>675
12 _ .:.
12250
z3675 aaz sr
13
12250
3675zM
x 14
.12250
3675
15 -
12250
3675 = r=
=+ ,i 6 :.
12250
3675
47
11979
3594
48
10500
3150
49
10500
3150
50
11979
3594
SUBTOTAL
PH. ONE
205855
617561 i zk'`1
LOW DENpTY PHASE TWO
LOT No
AREA
MPER"OUS (30%)
201
32949
7579
202
32032
7579
203
29599
7579
204
25639
7691
205
22805
6842
206
34354
7579
207
40735
7579
208
3345.3
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
5616
218
31491
7579
219
27364
7579
> 220
28564
7579
221
17215
5165
222
180W
5400
223
20508
6152
> SUBTOTAL
PH. TWO
661590
158323
SUBTOTAL
> PH. ONE
265855
61756
r
TOTAL LOT MIEA 807445
TOTAL ICE EFiV1011S
220079..; v.-:-
' Pi
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
11979
4792
10500
4200
10500
4200
11979
4792
K
10500
4200
10500
4200
10500
4200
10500
4200
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
1 10500
4200
52
10500
4200
53
10500
4200
54
10500
4200
55
10500
4200
56
10500
4200
57
11979
4792
TOTAL
437192
1 174877

Project Name:
Client:
Project Number:
Prepared By:
Date:
Verdant- Carolina Colours
Overlook
17136.PE TGC Y L�1 lJ 1� 1HD '� ^ MOr Tom. T
�
8123117 ti
Impervious Coverage
Lot Number
Lot Area
Lot Impervious
SW Permit
58
10500
4200
SW707091 MOD
59
17979
6200
SW707091 MOD
60
13500
6200
SW707091 MOD
61
13500
6200
SW707091 MOD
62
13500
6200
SW707091 MOD
63
13500
6200
SW707091 MOD
64
13500
6200
SW707091 MOD
65
20263
6200
SW707091 MOD
66
15000
6200
SW707091 MOD
67
15000
6200
SW707091 MOD
68
15000
6200
SW707091 MOD
69
15000
6200
SW707091 MOD
70
15000
6200
SW707091 MOD
71
17242
6200
SW707091 MOD
.;UZI A, I. ij
AUG 2 5 2017

un4��urea .'�.,'r fgytai,:
DWQUSE ONLY
Dade Received
Pee Paid
Permit Number
2
JAN - 8 2009
50
-5-
E�� 1A['7/1'7a9 M
[--. r i r State of North Carolina slAlfiCK
t I�� Department of Environment and Natural Resources
Rcc 1\ I l� Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as till original
1. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Cnntlina Creek, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
City:New Bern State:NC Zip:28562
Phone: (252 ) 636-3700 Fax: (252 ) 634-9900
[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
C: roliva C01oL11-5 Bayberry Park (Pod R-14) Phases 1 and 2
5. Location of Projcct (street address):
Intersection of Waterscape Way and Bayberry Park Drive
City:New Bern County:Craven Zip:28562
6. Directions to project (from nearest major intersection):
Approximately 0.25 miles southwest of "Thurman Rd./US 70 intesection to Waterscape Way. "fake Watercape
Way to Delft Drive The project is located ou the south side of Waterscape at the intersection of Watersca e
7. Latitttde:35° 00' 35" N Longitude:77° 59' 53" W of project
8. Contact person who can answer questions about the project:
Name:Lric wank, PE
Finail:efrank iiickimcreed.cnn
it. 13EIZMIT INFORMATION:
Telephone Number: (252 ) 633-5899
form SWU-101 Version 09.25.08 Page I of

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 ®I-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 at1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDF,S Industrial Stormwater
Ill. PROJECT INFORMATION
I. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stmmnvater 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 lore density Portion of
th�roject. The built -upon areas of lots 201-203,206-209, 212, 214, 218-220 have been reduced so there is no
overall increase to the amount of impervious surface for the oroiect.
2. Stot'mwater runoff from this project drains to the Ncuse River basin
3. 'rotal 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 (BUA):29.29
7. I-Iow 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 1
Drainage Area 2
Receiving Stream Name
Brice's Creek
Sheam Class & Index No.
SC; SW; NSW
Total Drainage Area (sf)
2,115,351 sf
w
On -silt Drainage Area (sf)
Off -site Drainage Area (so
APR —
Existing Impervious* Area (sf)
0
Proposed Impervious*Area (so
619,568
% Impervious* Area (total)
29.53%
Impervious* Surface Area
'Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
394,956
On -site Streets (sf)
180,826
On -site Parking (so
On -site Sidewalks (sf)
43,786
Other on -site (so
Off -site (sf)
Total (sf):
619,568
2009
Form SWU-101 Version 09.25.08 Page 2 of4

SWU 101
Carolina Colours -Bayberry Park, Phases 1 & 2
DENSITY CHARTS
HIGH DENSITY*
Basin Information '"
Drainage Area 6
(Phase 1)
Drainage,Area 6 '.
Future ,'
Drainage Area 6''
Total
Receiving Stream Nante
Brice's Creek
Brice's Creek
Brice's Creek
Receiving Stream Class
SC;SW:NSW
SC;SW:NSW
SC:MNSW
Drainage Area
808,856 SF
563,269 SI'
1,372,123
13sislin g Impervious* Area
0
0
0
Pro posed Impervious* Area
316,958 SI'
199,990 SI'
516,948 SF
% Int ervious* Area (total)
39.2%
35.5%
37.7%,
lm pervious*Surface Area
Drainage Area 6 '
t
Phased
"Drainage Area 6 -
t
' Drainage,Area 6
On -site Buildings
174,877 SF
79,429 SF
254,306 SP
On -site Streets
108,906 SP
92,284 SF
201,022 SI'
On -site Parking
0
0
0
On -site Sidewalks
33.342 SF
28,277 SF
61.619 SF
Other on -site
0
0
0
011 site
0
0
0
Total:
316,958 SI-
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.
APR - 1 2009
LOW DENSITY
Lasitiliilurmation �„«<
CDiatnagcArea,f;
Low Densit :
t�,,'„
Receivin � Stream Name
Brice's Creek
Receivin � Stream Class
SC;SW:NSW
Drainage Area
1306,488 SF
Bistin g Impervious* Area
0
PI'Oposed ImperVlOnS* Area
302.61.0 SF,
% Impervious* Area (total)
23.16%
Impervious* Surface Area
Dramag'e Area
Lowbensit `-
'
'•
On -site Buildings
220079 SF.
On -site Streets
72.087 SF
On -site Parking
0
On -site Sidewalks
10,444 SF
Other on -site (Fuhu-e)
Off site (existing)
Total:
302610 SF

**Total project area shall he calculated to exclude Coastal Wetlands from nse When calaulnting the built upon area
percentage cnlcuIli lto) . This is the area used to COICrdatC Over-all percent project built upon nren (BUA),
9. I -low was the off -site impervious area listed above
Projects in Union County: Contact the DIVAC'entral Q/ lice sta j�to check Io see iJyou pra ject is loculed
within a Threolened X Endangered Species watershed than marn be subject to more stringent slamnraler
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from http://li2o.cnr.StatC.nc.us/su/bmp forms.htm - deed restrictions.
Norm DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below, you ceJify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the NC DWQ, 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
13MP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from http://112o.enr.stztc.nC.us/su/bmp forms It till.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infilh-ation'french
Form SW40'I-Bioretention Cell
Form SW401-Level Spreader
Fonn SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW40"1-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb OutletSyslem Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SWU-101 Version 09.25.0E Page 3 of4

Vt. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htgn://hJo.enr.statanc.us/su/msi maps.hon)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
als
• Original lint] nrrc copy of the stormwater Management Permit Application Form
• Original alit] one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/nanagement
• Copy of any applicable se s report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project nanne
- Engineer and firm
- Legend
- North arro",
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map e ith named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide infornnation on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Eric I. Frank, PE, McKim & Creed, PA
Mailing Address: 2807 Neuse Boalevard, Bldg 5
City:New Bern State:NC Zip:28562
Phone (252 ) 633-5899
Email:efrank@nnckima'eed.com
VI11. APPLICANT'S CERTIFICATION
Fax: (252 ) 633-6551
I, (print or type nacre of person listed in General Information, item 2) Kenneth I. Peregou
certify that the infornnation included on this permit application fornn 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 rest ictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-I .1000. n n
Signature
Date: / 7- (11
Form SWU-101 Version 09.25i.0& Paged of4

Permit No.
(Po be prm,ided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
Tlris form may He photocopied for use as nu original
A low density project is one thai meets the appropriate criteria for built upon area and transports slormwaler
runoff primarily through vegetated conveyances. Low density projects should not have a discrete slormwaler
collection system as defined by I5A NCAC 21-1 .1002(18). Low density requirements and density factors can be
found in 15A NCAC 21-1 .1005 through .1007, DWQ BMP Manual (2067), and Session Law 2006-246.
1. 1'RO.IECI' INFORMATION
project Name : Carolina Colours Bayberry Park (Pod R-14) phases 1 and 2
Contact Person: Kenneth 1. Peregoy Phone Number: ( 252 )636-3700
Number of Lots:80 (40 low density) Allowable Built Upon Area per Lot*:See attached table
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals. 13UA shall be shown in units of square feet.
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 calculation 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 divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of'•.ots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious surfaces
located between the front lot Fne and the edge of pavement.
Form SW40I-Low Density-Rev2 Page I of 3

(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
(SA: ft' x DP: ) — (RA: ft') — (OA: ft2) = I3UA per Lot = ft2
(No of Lots: )
111. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. Indicate the page or plan sheet number where supporting
documentation can be found. If iiie applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below.
Page/Plan
Initials Sheet No.
3 a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
46di b. Deed restric';ion language as required on form SWU-101 shall be recorded as a restrictive
ORPG-S covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
✓- oI c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AL-'C (if applicable).
[15A NCAC 2I-1 .1007(2)(b)]
_ * e. Side slopes of swales are no steeper than 3:1.
f. Longitudinal slope of swales is no greater than 5%: calculations for shear stress and velocity
are shown it dope is greater than 5%.
�F g. Swales are designed to carry, at a non -erosive velocity, at least the 10-year storm.
h. Swale detail and permanent vegetation is specified on the plans.
ly s-)bM,
a
Form SW401-Low Densirv-Rev2 Page 2 of 3

J

1V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at anv time.
Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
vc!ocity reduction devices and piping.
6. Swales will not be altered, pined, or filled in without approval from NCDGNR Division of Water Quality.
I acknev lc„dge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notily DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:Kenneth 1. Peregoy, Managing Member
Address:503 West Thurman Road
Dale: /— 61-0
Note: The legally responsible parry should not tit homeoivners association wile.ss more than 50% oJthe lots have been sold and a
resident of the subdivision has been named the presidew.
do hereby certify that
_, _Zoe 9 , and r
a
Ae
ftwo
V_9C�_K/RA County of
personally appeared before me this 7
the due execution of the forgoing infiltration basin maintenance
My commission expires o? 3 2 as
i'orm SW1!.'.-Lmv Density -Rev.? Page of 3

NCDWQ - LOW DENSITY
LOW DENS" 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 DENSITY PHASE TWO
LOT No
AREA
IMPERVIOUS (30%)
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
5616
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 807445
TOTAL %4PERVI0U8 220079
APR - 1 2009
5:\3134\0050M Drawings\31340050re0a.dwg, 3/27/20 4:36:18 PM, \\nblpOtlo 2020

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions
and protective covenants are required for Low Density Residential Subdivisions where lots will be
subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level.
I. acknowledge and affirm by my signatyyre below, that I will cause the D
following deed restrictions a otective covenants to be recorded for(aroLot ; C.OL ir-, rf l l4fk
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit NumberStv707 ogle) as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality,
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is Soe 4k .0- square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a .30 foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall terminate at leaAt 30 foot from the mean high water mark of surface waters.
a Notary Public in the
State of Jed, 7 County of _J/14i_ vim_
do hereby certify that _�AN.L //�oA� personally appeared
before me this the day of 20Oq , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Aa� 1% 0. VWkjirra
Signa red LU'
ti
My Commission expires _ n%3 a0/3 1jk4U#,
Form DRPC-5 Rev.l Page I of I

In accordance with Title 15 NCAC 2H,1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions with curb
outlet swales, 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
regulation governing the density level.
I, S. t�E�EC��y acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Y 1'a_RK-�q�� Ica
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number S 117�'7Cfi to , as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is C_S5_5 CIA ART square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. This project proposes a curb outlet system. Each designated curb outlet swale shown on the
havea longitudinal slope no steeper than nimum
roved lan must be maintained at a m�5% carry he0flow from'longha510(ye�ar) storm insiden aanon elrosive
9. Filling or piping of any maintain a vegetativense eetated cover.
conveyances (ditches, swa/es, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
10. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters.
11 All roof drains shall terminate at least 30' from the mean high watermark of surface waters.
12. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the development
is prohibited by anypersons. /I
Signature: kDate: 71/6-0
a Notary Public in the
State of_&tih t?.At•o I i N A- County of CtA1/ eN
do hereby certify that _46yat fhEo. personally appeared
before me this the A/ day of �2ev�emher 20 0 , and acknowledge
the due execution of the foregoing instrument. Witness my ha
oignaturc �
My Commission expires i"r
; 2cog-
j:.� RECEIVED
.toUREAL ' 7 2 1 SEP
001
' P�>3�'00 DWQ_WAR®

.' ',
1p41S "� r �i^�

NCDWQ — LOW DENSITY
LOW DENSNY PHASE ONE
LOT No.
AREA
IMPERVIOUS(30%)
(MAX. 8000 sf)
1
12973
3892
2
10500
3150
3
10500
3150
4
10500
3150
5
15338
4501
9
10744
3223
10
10500
3150
11
10500
3150
12
10500
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
PH. ONE
189013
56704
LOW DENSRY PHASE TWO
LOT Na
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
8000
208
33453
5000
209
28632
8000
210
21124
6337
211
20738
6221
212
26609
8000
213
21319
6396
214
31024
8000
215
2170E
6512
216
16307
5042
217
18721
5516
218
31491
9000
219
1 27364
8000
220
28564
8000
221
17215
5165
222
18000
5400
223
20508
1 6152
SUBTOTAL
PH. Iwo
601390
163375
SUBTOTAL
PH. ONE
189013
56704
TOTAL LOT AREA 790,603
TOTAL IMPERVIOUS 220,079
Carolina Colours
Bayberry Park (POD R-14) part, of Phrase I & Phase 2
City of New Bern, NC
City of New Bern — No. 8 TWP — CRAVEN CO. — NORTH CAROLINA
DATE: August 31, 2007 SCALE: 1"=None
•
M&CREED
ATTACHMENT A
v�IVY
LOT AREA CHART
2802 NEUSE BLVD. BLDG 5
NEW BERN, NDRTH CAROLINA 28560
NCDENR-DWQ
TELE: [phone]
FAX: [phone]
LOW DENT SUPPLEMENT

Ir .„
ccD»
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility.
I, KEN NET H :L ���EC oy acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SWrW7tog o , as issued by the Division of Water Quality
under NCAC 2H.1000,
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality,
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is Sew cN,I �r square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that
portion, of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the
following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not requirppl to provide these additional measures.
Signature:
i, rgiV .0 A1 k__/ , a Notary Public in the
Stateof—mo,"I i eAYt-oh1JA ,County of 0—t-AUE,k/
do hereby certify that Xenne4h T �?e/rp nm personally appeared
before me this the /i'`'� day of ohe.n�ernber- 20C I/, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
L UpTOp.
f/. tiDEAL CE.FVE0
Signa re ` �f•.aOto ...Ry ��
i s st�, +«
My Commission expires 23 %a pUG`

NCDWQ — HIGH DENSITY
HIGH DENSRY 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. B TWP — CRAVEN CO. — NORTH CAROLINA
DATE: August 31, 2007 SCALE: 1"=None
vI�
ATTACHMENT B
HIGH DENSfff - LOT AREA CHART
2807 NEUSE BLVD. BLDG. 5
NEW BERN, NORTH CAROLINA 26560
NCDENR-DWO
TEE: [phone]
FAX: [phone]

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants.are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Kenneth M Kirkman acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW7 070910 Mod , as issued by the Division of
Energy, Mineral and Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina: Division of Energy. Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is _square feet. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised,
open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area.per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
see chart
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
at redwirfe these additional measures.
L— &,fix
AUG 252017
Fonn DRPC-3 eV.A§ dv�7009 Page I of 2

High Density Residential Subdivisions
Signatur : Zy�
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State of Y'
do hereby certify that
before me this the
the due execution of the
h
/ham Co/un'of
Date:
a Notary Public in the
Yld/1 personally appeared
& f , 20_�L, and acknowledge
my hand and official seal,
SEAL
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My Conission expires _ / . 2
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PUBLIC
My Comm. E.p,
Aug 13, 2018
AUG 252017
J� day of _
Ina instrument
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2