SW8120911_HISTORICAL FILE_20121128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I Zo q I!
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zo i 2 / 1 Z5
YYYYMMDD

North Carolina
Beverly Eaves Perdue
Governor
November 28, 2012
NC®ENR
Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P. E.
Director
William H. Cameron, Manager
WFDC, LLC
P.O. Box 3649
Wilmington, NC 28406
Subject: State Stormwater Management Permit No. SW8 120911
Wildflower Subdivision
High Density Subdivision Wet Pond Project
New Hanover County
Dear Mr. Cameron
Dee Freeman
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Wildflower Subdivision on November 27, 2012. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 120911 dated November 28, 2012, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until November 28, 2020, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to transfer the
permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey, at [phone].
Sincerely,
7
Charles Wakild, P.E., Dire or
Division of Water Quality
GDS/sgp: S:\WQS\Stormwater\Permits & Projects\2012\120911 HD\2012 11 permit 120911
cc: David S. Hollis, PE, PLS — Hanover Design Services, PA
New Hanover County Inspections
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone. [phone] FAX: 910,350-20041 DENR Assistance: 1-877623-6748
Internet: w .mavateiquahty.oig
An Equal Opportunity 1 Affirmative Acnon Employer

Hydraflow Summary Report � �' �j K50 (V-
Page 1
Line
Line ID Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
N
(ft)
(ft)
(ft)
No.
1
2-1 TO 2-2 39.59
36 c
55.0
26.50
26.70
0.364
29.50
29.65
0.05
End
2
2-2 TO 2-3 39.59
36 c
160.0
26.70
27.00
0.187
29.70'
30.18'
0.05
1
3
2-3 TO 2-4 35.01
30 c
98.0
27.50
28.00
0.510
30.23'
30.84'
0.08
2
4
2-4 to 2-4A 3.68
18 c
24.0
29.00
29.20
0.833
30.92'
30.95'
001
3
5
2-4 TO 2-5 28.77
30 c
264.0
28.00
28.30
0.114
30.92'
32.03'
0.05
3
6
2-5 TO 2-6 2.92
18 c
24.0
29.30
29.50
0.833
32.08'
32.10'
0.00
5
7
2-5 TO 2-7 11.56
24 c
40.0
28.80
29.00
0.500
32.08'
32.17'
0.02
5
8
2-7 TO 2-8 8.90
24 c
222.0
29.00
29.40
0.180
32.19'
32.49'
0.01
7
9
2-8 TO 2-8A 4.41
18 c
24.0
29.90
30.00
0.417
32.50'
32.53'
0.01
8
10
2-7 TO 2-7A 1.23
18 c
24.0
2950
29.70
0.833
32.19'
32.20'
0.00
7
11
2-5 TO 2-9 12.87
24 c
86.0
28.80
29.00
0.233
32.08'
32.32'
0.03
5
12
DBL 2-9 9.29
24 c
2.0
29.00
29.10
5.000
32.35'
32.35'
0.01
11
13
DBL 2-9 TO 2-10 8.57
18 c
178.0
29.60
30.00
0.225
32.36'
33.37'
0.04
12
14
DBL 2-10 1.89
18 c
2.0
30.00
30.10
5.000
33.41'
33.41'
0.00
13
15
2-9 TO 2-9A 2.86
18 c
24.0
29.50
29.70
0.833
32.35'
32.36'
0.00
11
16
DBL 2-9A 1.43
18 c
2.0
29.70
29.80
5.000
32.36'
32.37'
0.00
15
17
2-10 TO 2-10A 4.79
18 c
24.0
30.00
30.20
0.833
33.41'
33.45'
0.01
13
18
DBL 2-10A 2.40
18 c
2.0
30.20
30.30
5.000
33.46'
33.46'
0.00
17
19
DBL 24A 1.84
18 c
2.0
29.20
29.30
5.000
30.95'
30.95'
000
4
Project File: Wildflower-2A-DOT.stm
I-D-F File: WILMINGTON.IDF
Total No. Lines: 19
Run Date: 10-25-2012
NOTES: c = circular; e = elliptical; b = box; Return period = 100 Yrs.; ' Indicates surcharge condition.

Hydraflow Hydraulic Grade Line Computations TQ ex-o ��Ix cr� e° Page 1
Line
Size
(in)
Q
(cfs)
Downstream
Invert HGL Depth Area Vol Vel EGL Sf
elev elev head elev
(ft) (ft) (ft) (s9ft) (ftls) (ft) (ft) N
Len
(ft)
Upstream
Invert HGL Depth Area Vol Vel EGL Sf
elev elev head elev
(ft) (ft) (ft) (sQff) (Ws) (ft) (ft)
Check
Ave Enrgy
Sf loss
N (ft)
JL
coeff
(K)
Minor
loss'
(ft)
1
36
39.59
26.50
29.50
3.00
7.07
5.60
0.49
29.99
0.300
55.0
26,70
29.65
2.95
7.05
5.62
0.49
30.15
0.272
0.286
0.157
0.10
0.05
2
36
39.59
26.70
29.70
3.00
7.07
5.60
0.49
30.19
0.300
160
27.00
30.18
3.00
7.07
5.60
0.49
30.67
0.300
0.300
0.480
0.10
0.05
3
30
35.01
27.50
30.23
2.50
4.91
7.13
0.79
31.02
0.621
98.0
28.00
30.84
2.50
4.91
7.13
0.79
31.63
0.621
0.621
0,609
0.10
0.08
4
18
3.68
29.00
30.92
1.50
1.77
2.08
0.07
30.99
0,105
24.0
29.20
30.95
1.50
1.77
2.08
0.07
31.01
0.105
0.105
0.025
0.10
0.01
5
30
28.77
28.00
30.92
2.50
4.91
5.86
0.53
31.46
0.420
264
28.30
32.03
2.50
4.91
5.86
0.53
32.56
0.419
0.419
1.107
0.10
0.05
6
18
2.92
29.30
32.08
1.50
1.77
1.65
0.04
32.12
0.066
24.0
29.50
32.10
1.50
1.77
1.65
0.04
32.14
0.066
0.066
0,016
0.10
0.00
7
24
11.56
28.80
32.08
2.00
3.14
3.68
0.21
32.29
0.223
40.0
29.00
32.17
2.00
3.14
3.68
0.21
32.38
0.223
0.223
0.089
0.10
0.02
8
24
8.90
29.00
32.19
2.00
3.14
2.83
0.12
32.32
0.132
222
29.40
32.49
2.00
3.14
2.83
0.12
32.61
0.132
0.132
0.293
0.10
0.01
9
18
4.41
29.90
32.50
1.50
1.77
2.49
0.10
32.59
0.150
24.0
30.00
32.53
1.50
1.77
2.49
0.10
32.63
0.150
0.150
0.036
0.10
0.01
10
18
1.23
29.50
32.19
1.50
1.77
0.69
0.01
32.20
0.012
24.0
29.70
32.20
1.50
1.77
0.69
0.01
32.20
0.012
0.012
0.003
0.10
0.00
11
24
12.87
28.80
32.08
2.00
3.14
4.10
0.26
32.34
0.276
86.0
29.00
32.32
2.00
3.14
4.10
0.26
32.58
0.276
0.276
0.237
0.10
0.03,
12
24
9.29
29.00
32.35
2.00
3.14
2.96
0.14
32.48
0.144
2.0
29.10
32.35
2.00
3.14
2.96
0.14
32.48
0.144
0.144
0.003
0.10
0.01
13
18
8.57
29.60
32.36
1.50
1.77
4.85
0.37
32.73
0.568
178
30.00
33.37
1.50
1.77
4.85
0.37
33.74
0.568
0.568
1.010
0.10
0.04
14
18
1.89
30.00
33.41
1.50
1.77
1.07
0.02
33.43
0.028
2.0
30.10
33.41
1.50
1.77
1.07
0.02
33.43
0.028
0.028
0.001
0.10
0.00
15
18
2.86
29.50
32.35
1.50
1.77
1.62
0.04
32.39
0.063
24.0
29.70
32.36
1.50
1.77
1.62
0.04
32.40
0.063
0.063
0.015
0.10
0.00
16
18
1.43
29.70
32.36
1.50
1.77
0.81
0.01
32.37
0.016
2.0
29.80
32.37
1.50
1.77
0.81
0.01
32.38
0.016
0.016
0.000
0.10
0.00
17
18
4.79
30.00
33.41
1.50
1.77
2.71
0.11
33.52
0.177
24.0
30.20
33.45
1.50
1.77
2.71
0.11
33.57
0.177
0.177
0.043
0.10
0.01
18
18
2.40
30.20
33.46
1.50
1.77
1.36
0.03
33.49
0.044
2.0
30.30
33.46
1.50
1.77
1.36
0.03
33.49
0.044
0.044
0.001
0.10
0.00
19
18
1.84
29.20
30,95
1.50
1.77
1.04
0.02
30.97
0.026
2.0
29.30
30.95
1.50
1.77
1.04
0.02
30.97
0.026
0.026
0.001
0.10
0.00
Project
File:
Wildflower-2A-DOT.stm
I-D-F
File:
WILMINGTON.IDF
Total
number
of lines:
19
Run
Date:
10-25-2012
NOTES:
Initial
tailwater
elevation
= 29.5
(ft) , ' Crown
depth
assumed.,
"
Critical depth
assumed.

r
Wildflower Subdivision
Outer Boundary Area = 25.703 acres
Project Area Pond No.1 = 501,522 sf
Project Area Pond No.2 = 518,540 sf
24700.8 Sq. Feet
0.6 Acres
411/ai
24898.5 Sq. Feet
0.6 Acres
31656.2 Sq. Feet
0.7 Acres
t
47263.3 Sq. Feet\ \1R92%2.2\S,,'
1.1 Acres ^, !ands
. Fee
res
1 Sq.
45670.1 Sq. Feet
1.0 Acres
00�
97.7 Sq. Feet
0.8 Acres
52.4 Sq.
0.3 Acres
0.2 Acres
F �
by Po 45629.8 Sq. Feet
1.0 Acres
O � 9
2�
46507.0 Sq. Feet
1.1 Acres
Net Project Area = 518540 sf
11.90 Acres
\ 537557.3 Sq. Feet
12.3 Acres
" Wildflower Subdivision"
Drainage Area Map
Scale: 1"= 100'
September 2012
43502.5 Sq. Feet
1.0 Acres
Z
c�
1�A
39893.8 Sq. Feet
0.9 Acres
a
ra
oa
o
21738.E Sq, feet
� 9
Future 4 Lots
03
0.5 Acres
52839.2 Sq. Feet
N
11,
'•�
1.2 Acres
30299.9 Sq. Feet
0.7 Acres
5.9 Sq.
0.2 Acr
Remote Lots
50911.2 Sq. Fe
SQ gee
P
!
\
6•
26969.3 Sq. Feet
1.2-Acres
t,9-
0:6-Acres- -
et
12Acqes F
13114Ne
t Project
re 01522 sf
Acres
Regulated Wetlands
y11510.2
0.3
80537.8 Sq. Feet
1.8 Acres
11616.
Sq. et
0.3
cres
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
ILM FLORAL PARKWAY
W
123 FLORA N.C. 28403
PHONE: [phone]
LICENSE C-0597
Drawing No.10010-DA-MAP.dwg
1353.5 Sq. Feet
1-3A 0.0 Acres
1-3
24067.9
0.6
DA + Forebay = 85% f
cL.�-
Future 5 Lots
50911.2 Sq. Feet
1.2 Acres
W
4
Q CD O T- 10.2,5. t

i
State Stormwater Management Systems
Permit No. SW8 120911
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
WFDC, LLC
Wildflower Subdivision
Albemarle Road & Sturbridge Drive, New Hanover County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance
with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter
separately and collectively 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 28, 2020 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The subdivision is permitted for sixty-six (66) lots; each allowed a maximum of
3,500 square feet of built -upon area.
3. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The runoff from all built -upon
area within the permitted drainage areas of this project must be directed into the
permitted stormwater control systems. The wet ponds designated as Pond 1 and
Pond 2, have been designed to treat the runoff from 150,457 and 194,452 square
feet of impervious area, respectively.
4. The maximum built -upon area allowed for the entire subdivision is 344,909
square feet.
The project shall provide and maintain a 50' wide vegetative buffer adjacent
surface waters, measured horizontally from and perpendicular to the normal pool
of impounded structures, the top of bank of each side of streams and rivers and
the mean high water line of tidal waters.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 120911
6. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times:
Pond # 1
Pond # 2
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
11.51
501,522.
None
11.90
518,540
None
Total Impervious Surfaces, acres:
Onsite, ft2:
Offsite, ft2:
3.45
150,457
None
4.46
194,452
None
Design Storm, inches
1.5
1.5
Average Pond Design Depth, feet
4.5
4.5
TSS removal efficiency
90%
90%
Permanent Pool Elevation, FMSL
25.5
27.5
Permanent Pool Surface Area, ft2
25,000
16,500
Permitted Storage Volume, ft3
29,125
29,875
Temporary Storage Elevation, FMSL
26.5
29.0
Pre-dev. 1 yr-24 hr. discharge rate, cfs
5.8
6.0
Controlling Orifice, in
2"0 pipe
2"0 pipe
Orifice discharge rate, cfs
0.06
0.07
Permanent Pool Volume, ft3
118,650
71,125
Forebay Volume, ft3
24,275
14,425
Fountain Horsepower
1/3
1/4 .
Receiving Stream/River Basin
Spring Branch / Cape Fear
Stream Index Number
18-74.63-1
Classification of Water Body
"C;Sw"
If. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the
approved stormwater drainage system shown on the approved plans, unless and .
until the Division has approved of the revised plan.
2. The permittee is responsible for the routine monitoring of the project for
compliance with the built -upon area limits, grading, and the storm drainage
system established by this permit, the permit documents, the approved plans,
and the recorded deed restrictions. The permittee shall notify any lot owner that
is found to be in noncompliance with the conditions of this permit in writing, and
shall require timely resolution.
3. The permittee shall review all individual proposed and modified lot plans for
compliance with the conditions of this permit. The permittee shall not approve
any lot plans where the maximum allowed built -upon area has been exceeded, or
where revisions to the grading or to the storm drainage system are proposed
unless and until a permit modification has been approved by the Division.
4. 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. 1.
Page 3 of 9

•
State Stormwater Management Systems
Permit No. SW8 120911
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, or sale of any, 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.
d. Alteration of any aspect of the approved stormwater drainage system
and/or the approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
7. All stormwater collection and treatment systems must be located in either public
rights -of -way or dedicated common areas or recorded easements. The final plats
for the project will be recorded showing all such required rights -of -way, common
area and easements, in accordance with the approved plans.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. 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.
10. 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.
11. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at design condition. The approved Operation and Maintenance
Agreement must be followed in its entirety and maintenance must occur at the
scheduled intervals.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 120911
14. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 120911, 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 3,500 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, -slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters,
which drain to the pond or street, grading the lot to drain toward the street
or directly into the pond, or grading perimeter swales and directing them
into the pond or street.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to
surface waters, measured horizontally from and perpendicular to the
normal pool of impounded structures, the top of bank of each side of
streams and rivers and the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of
a stormwater management permit or the requirements of the Stormwater
Rules is subject to enforcement procedures as set forth in G.S. 143,
Article 21.
k. If permeable pavement BUA credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction.
15. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The project and the stormwater facility must be in compliance with all
permit conditions. Any items not in compliance must be repaired, replaced or
restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 120911
17. If the permanent pool volume is greater than 30,000 cubic feet, a decorative
spray fountain will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/3 hp for Pond 1 and 1/4 hp for Pond 2.
18. If permeable pavement BUA credit is desired, the permittee must submit a
request to modify this permit to incorporate such language as required by the
Division of Water Quality. The request to modify must include a proposed
amendment to the deed restrictions and protective covenants for the subdivision,
and a soils report identifying the type of soil, the Seasonal High Water Table
elevation and the infiltration rate. Upon the successful completion of a permit
modification, the individual lot owners that request to utilize permeable
pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of
the permeable pavement.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
At least 30 days prior to a change of ownership, or a name change of the
permittee or of the project, or a mailing address change, the permittee must
submit a completed and signed Name/Ownership Change form, to the Division of
Water Quality, accompanied by the supporting documentation as listed on the
form. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit. Neither the sale of
the project in whole or in part, nor the conveyance of common area to a third
party constitutes an approved transfer of the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting the permitted stormwater
management facility.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 120911
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance 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. The permittee shall maintain a copy of
the permit, O&M Agreements, and the approved plans at all times.
10. 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 Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 28th day of November, 2012.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 120911
Page 7 of 9

D,WQ USE ONL-Y:..
Ilrr Date R ceived Fee Paid er it Nu ber
-
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
n
specifications, letters, operation and maintenance agreements, etc.):
W
/l_(_�L W Yiv yc/ 6 l/ 1 d 1 S i n in
2. Location of Project (street address):
3. TlirnrHnnc hn
(from nearest major intersection):
4. Latitude: 3 7 sr' S " N Longitude: rY S W" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): Tew ❑Modification ❑ Renewal w/ Modificationt
tRenetuals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of prrojee (check one):
❑Low Density t�i High Density ❑Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major imentation/Erosion Control: 24• 2 ac of Disturbed Area
❑NPDES Industrial Stormwater 404/401 Permit: Proposed Impacts C•2_43 fie_'
b.If any of these permits have already been
issue date and the type of each permit:_
please provide the Project Name, Project/Permit Number,
5. Is the project located within 5 miles of a public airport? ❑No Wes 2.2- M,I&S
If yes, see S.L. 2012-200 1� VeLhttu/luortaLuLcienr ore/web/wa/ws/su/statesw/rules laws
SEP 2 0 2012
Form SWU-101 Version 06Aug2012 "R&, Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the projec
W t):
A ....1:�n n1/(lraani za Hnn• FVdiTG , LLG
Signing Official & Title: %Ar ► e-'P tl ' /
b.Contact information for person listed in item la above:
Street Street Address: 1 � 1 G lc h /1'/lve��Pi /"d
City: State: �1%G Zip:
Mailing Add�fapphicalle): P0. b&-J, '3rn /
City: ` I t" - �/ h State: /y li Zip:
Phone: (��� / 9 %i' 06 / � Fax: ( 9/ t2 1 y Z ' alp eP
Email: t�� '� C yy1P.�bviG0 /� IM
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property
Signing C
b.Contact information for person listed in item 2a above:
Street Address: 120 l9 k-1 /YQXA- v
City: _ o p Sttate: /� G Zip: 7 U�fO
Mailing//Address ifapplicable): /" 0 �ot 3(. V A�
City: Wi N"I �Dre4. ty/ State: /' G Zip: Z�yOb
Phone (_q�� /6 2 - 2 ` ! N Fax:
Email: k1le c4,0
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address: a SEP
Phone:
Fax:
4. Local jurisdiction for building permits: JULLJ 14 WVVA- �e
Point of Contact: XU5it i -r -h N 4 Phone #:
%^
G
Form SWU-101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, blitft summarize how the stormwaterr runoff will be treated.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to theRiver basin.
4. Total Property Area: Z H. S-3 acres I 5. Total Coastal Wetlands Area: L_acres
6. Total Surface Water Area: 0 acres
I
Full
Total Pro erty Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area 3 • yf I acres
Total project area shall be calculated to exclude the following the norinal pool of imppou��nded structures, the area
between the bunks of streams and rivers, the area below the Normal Higgl�i Water (NHIN) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlatds landward of the NHW (or MHW) line nmy
be included in the total project area.
Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 33 •
How many drainage areas does the project have? 2, (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
orovided in the same format as below.-D_ _ , e P.A't 2,
.Basin Information
luP 1
_
Draina e Area _
Draina e Area _
Draina e AreaReceiving
Stream Name
S �"Stream
ClassG
WDramage
StJStream
Index Number*
1
- i! • 63- )Total
Drainage Area (so
0
On -site Drainage Area (sf)
—
Off -site Drainage Area (so
Proposed Impervious Area s
$ %
t S 2
Impervious Area** total
0
• SnO
impervious** Surface.Aiea' °
Draina e Area _
Draina e Area _
Draina e Area _
Drainage Area
On -site Buildings/Lots (SOQ
V0O
ZG 0490
On -site Streets (so
2-
0
On -site Parking (so
On -site Sidewalks (so
S $ S
s
Other on -site (so
—
—
Future (so
j S 3 ZO
�1
Off -site (so
—
Existing BUA*** (so
Total (so:
Sr%
Z
* Stream Class and Index Number can be determined at: luny/portal nrnenr orgiweoAuutuisicsui rrr +u «may p
** tinge vious area is defined as the built upon area including, but not limited to, building Sr�lstUkMgjditdaJr_
si eewalks, gravel areas, etc.
*** Report only that muount of existing BUA that will remain after development. Do not r rt ail Sri, ti r tl
is to be removed and which will be replaced by new BUA. 6gm�
Form SWU-101 Version 06Aug2012
Page 3 of 6

11.How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http7//portal.ncdenr.org/­web/wqlwsZsu/biii1?-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http'//portal ncdenr org/web/wg/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map athttp•//portal.iicdenr.org/­­webZ q/ws/suilmaps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http / / portal ncdenr org/ web/ wq / ws / su / statesw/ forms _does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed signed and dated) and O&M INS 6)
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
:C25 LA
httpI- www.envhelp.orgZl2ages/onestopexl2ress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.) _ ! 1
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the DGT=
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:(
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevakig��+ � p V E:
1. Details of roads, drainage features, collection systems, and stormwater co 'ba�iire�
in. Wetlands delineated, or a note on the plans that none exist. (Must be delinAatedd bXaF� 2��2
qualified person. Provide documentation of qualifications and identify the1.------T
er
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runocalculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate documen
p. Vegetated buffers (where required).
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. •Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: ��✓ O Page No: 'Z8¢_
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 02LA
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hqp•//www.secretary.state.nc.usZCorl2orations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http //Vortal.ncdenr.org/ web/ wq / wsZ su / statesw/ forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: DGV`d 5 Pal-kS
Consulting
Mailing Ad
FA
Phone: 1/0 ( 11 i J 3 9 3- $ 00 Z
Email: rJNO/1ts kJ.St1vN•Gp""t
State: /t/ 4 Zip: Z9y4-3
Fax: ( 910 ) 393 - fiYl
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section) CMM Pro f1&XIis / L L G `►•tx,
I, (print or hype name of person listed in Contact Information, item 2a) ]n ('a/to. 4. %V'Z4 tM certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item la) tvil . CA. re A a ith (print or hype name of organization listed in
Contact Information, itent la) Ld Fry', LLC- to dev lop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
SEP 2 0 2012
t;Y:__
Form SWU-101 Version 06Aug2012 Page 5 of

'As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of u toM
er day, pursuant to NCGS 143-215.6.
GkR Pro��ikS�tL�
SienIi,ature:
7-1 `(-L, Date:
I 7 o ne a • �t a' Aie a Notary Public for the State of p3oe4rt� OA(6)^A •County of
NVA,,j A-an4 .g4w do hereby certify that la NV 0 v ` �A• l-4-"tlon personally appeared
before me this IV day of Ge a n^be4 :zot2 , and acknow dge the due execution of the application for
a stormwater permit. Witness my hand and official seal, /L
O GF
NOTARY =
=y PUBLIC 2`
//;���VER G�J���\•
111111\
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires -'4 - t 1- ) f'
I, (print or hype name of person listed in Contact Information, item la) LO F5 AG L LG
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 the
applicable stormwater rules under 15AX�CAC 2H .1000 and any other applicable state stormwater requirements.
c:,....,a,...,,. (,i/JCI LLGl 0r� 1111/%ln , . , AJAvtur4c _ Date:
a Notary Public for the State of N017r1. laru is .a,, County of
Np� J }-kc% o"e r do hereby certify that 1 A \I cuy- �Al e.rv\e.rnn personally appeared
before me this I Y day of -- o a , and acknowledge the due
ecution of the application for
a stormwater permit. Witness my hand and official seal, �^ 7/l
NOTARY =
=ymm PUBLIC 2=
gNOVERI��Ja�\\
MCF.1111
My commission
ECEIVE11
SEP 2 0 2012
BY:
Form SWU-101 Version 06Aug2012 Page 6 of 6

David Hollis
From: David Hollis
Sent: Tuesday, November 27, 2012 10:26 AM
To: 'Pusey, Steven' ftep
Cc: Bill Cameron ([e-mail]); Greg Wayne NQv
Subject: RE: Wildflower DENR permit status 2
Attachments: Wildflower -extra DENR.pdf Za,�
Steve
We went out last week and field read elevations, ditches and culvert inverts as reported on the attached supplemental
plan, and as you can verify, the drainage patterns are as I described them in my previous correspondence with you. I will
run you several hard copies for your files, but I didn't change Sheets 1-6 so our previous submittals should be good. We
look forward to receiving your permit. Thanks.
David
From: Pusey, Steven[mailto:steven.puseyCancdenr.gov]
Sent: Monday, November 19, 2012 5:43 PM
To: David Hollis
Cc: Lewis,Linda
Subject: RE: Wildflower DENR permit status
David
After reviewing the revised plans, everything looks good except it is difficult to tell how the drainage flows for the
questionable offsite lots (261- 264, & 220 - 224). Some of these lots may have runoff from impervious draining towards
the back instead of the street. Therefore, you need to show the existing topo contour lines for all the questionable lots
to prove that the runoff drains towards the street and does not go to the pond. Also, for the street, Morning Glory Ct.,
please show the existing drainage swales and any associated culvert pipes under the roads (i.e.- at the intersection of
Morning Glory Ct. & Albemarle Road). Also, please show drainage arrows for both Morning Glory Ct. and Albemarle Rd.
in the offsite areas for clarity.
Please resubmit two (2) sets of plans as soon as possible, however, no later than November 29, 2012. Please call if you
have any questions.
Thanks,
Steve Pusey
910-796-7334
From: David Hollis [mailto:dhollis(andsilm.com]
Sent: Friday, November 16, 2012 12:15 PM
To: Pusey, Steven
BY:
NOV 2 7 2012

Cc: Bill Cameron (billObcameronco.com); Greg Wayne
Subject: RE: Wildflower DENR permit status
Steve:
The revised sets will be delivered to your office within the hour. Thanks.
David
From: Pusey, Steven [maiIto: steven.puseyCa ncdenr.00v]
Sent: Friday, November 16, 2012 10:05 AM
To: David Hollis
Cc: Bill Cameron (bill(alcameronco.com); Greg Wayne
Subject: RE: Wildflower DENR permit status
David,
It looks like we're going to need some more detail on the plans. Here's a list of additional items and/or corrections that
are required:
1. On Sheet 1 of 6: The note about delineated 404 wetlands references Action ID 2007-00530. However, the
wetlands survey shows SAW 2008-03315. Please revise note as needed.
2. Please explain how you calculated the total number of plants required for the vegetated shelf. It appears that
there may not be enough plants if the formula is shelf area (sf) / 200 sf x 50 plants. The note should be changed
on the plans in order to reflect the correct calculation and amount of plants.
3. Please provide road details such width, cul-de-sac radius, and pavement details.
4. Please dimension the sidewalk width.
5. Please change the WSEL elevation to 25.5 on outlet structure detail on sheet 2 of 6 for Pond 1.
6. Please re -label outlet structure detail on sheet 3 of 6 to Pond 2.
7. Is there any offsite drainage area going to the ponds? It looks like there may be some area around intersection
of Morning Glory and Albemarle Roads (Lots 261— 264). Also, check Lots 220 — 224 offsite.
I look forward to your earliest response. However, please respond no later than November 27, 2012. Let me know if
you have any questions.
Thanks,
Steve Pusey
DWQ
910-796-7334
From: David Hollis [mailto:dhollis(o)hdsilm.com]
Sent: Thursday, November 15, 2012 8:58 AM
To: Pusey, Steven
Cc: Bill Cameron (bill(o)cameronco.com); Greg Wayne
Subject: RE: Wildflower DENR permit status
Thanks.
From: Pusey, Steven [maiIto: steven.puseyClo ncdenr.gov]
Sent: Thursday, November 15, 2012 8:56 AM

To: David Hollis
Subject: RE: Wildflower DENR permit status
David,
The file is in Linda Lewis' office for final review. I suppose the permit will go out within a week as it is now in the final
stages.
Steve
From: David Hollis (mailto:dhollis(obadsilm.com]
Sent: Wednesday, November 14, 2012 3:50 PM
To: Pusey, Steven
Cc: Bill Cameron (bilMcameronco.com); Greg Wayne
Subject: Wildflower DENR permit status
Steve:
Could you please give us a status update on Wildflower SW8 120911? Bill Cameron's contractor has commenced
preliminary timbering and grading. Thanks.
David

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners (A
November 16, 2012
Mr. Steve Pusey, Environmental Engineer
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Response to emailed RAI Arl�
High Density Storm Water Project, Wildflower Subdivision, New Hanover County®,
HDS Project No. 10010, NCDENR SW8 120911
Steve:
Attached please find three sets of the permit drawings, revised as per your requests as follows:
1 revised the wetlands SAW note as directed.
7✓ I revised the plant calculations and added the pond perimeter basis as requested.
✓3/I've attached the NCDOT Sheet 1 of 1 to the sets with all the roadway details and geometry.
✓4/l added more notes defining the 5' sidewalk width as requested.
(,5. Changed the WSEL on Sheet 2 for Pond 1 as directed.
L6-�Re=labeled the outlet structure detail correctly as noted.
here is no offsite drainage to be directed to the ponds. Albemarle Road breaks at the property line
with the exsting portion draining to roadside ditches towards the East and Lots 263 and 264 drain to
this ditch and then through an exsting Swale opposite Morning Glory Court to the South. We are
collecting Lots 64-68 through a channel in the rear and then piping it under this existing swale and
then into the pond. Likewise Lots 60-63 drain to the rear channel and are then piped to the pond -
the other exsting lots drain to the roadside ditches. Additionally, Lots 261-262 drain to the roadside
ditches and not to the pond. All the other new lots to the West of the property line will drain to the
new curbed road and be piped to the ponds. The lots in Crestwood drain to the existing interceptor
ditch at the NW PL and likewise do not enter the ponds.
I trust this response to your review comments will allow you to finish processing the permit. We now have
the land disturbing permit and New Hanover County stormwater "Authorization to Construct" in hand and
the contractor has commenced operations. Thanks.
Sincerely,
��J c
David S. Hollis, PE, PLS
Hanover Design Services
[e-mail]
343-Office ME C E I VO E�
343-9941 9941 Fax
10010-GS-3.doc NOV 16 2012
BY:-----
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax 9f0) 343-9941
Business Firm License No. C-0597

Pusey, Steven
From:
Pusey, Steven
Sent:
Friday, November 16, 2012 10:05 AM
To:
'David Hollis'
Cc:
Bill Cameron ([e-mail]); Greg Wayne
Subject:
RE: Wildflower DENR permit status
David,
It looks like we're going to need some more detail on the plans. Here's a list of additional items and/or corrections that
are required:
1. on Sheet 1 of 6: The note about delineated 404 wetlands references Action ID 2007-00530. However, the
wetlands survey shows SAW 2008-03315. Please revise note as needed.
2. Please explain how you calculated the total number of plants required for the vegetated shelf. It appears that
there may not be enough plants if the formula is shelf area (sf) / 200 sf x 50 plants. The note should be changed
on the plans in order to reflect the correct calculation and amount of plants.
3. Please provide road details such width, cul-de-sac radius, and pavement details.
4. Please dimension the sidewalk width.
S. Please change the WSEL elevation to 25.5 on outlet structure detail on sheet 2 of 6 for Pond 1.
6. Please re -label outlet structure detail on sheet 3 of 6 to Pond 2.
7. Is there any offsite drainage area going to the ponds? It looks like there may be some area around intersection
of Morning Glory and Albemarle Roads (Lots 261— 264). Also, check Lots 220 — 224 offsite.
I look forward to your earliest response. However, please respond no later than November 27, 2012. Let me know if
you have any questions.
Thanks,
Steve Pusey
DWQ
910-796-7334
From: David Hollis [mailto:dhollis(a)hdsilm.coml
Sent: Thursday, November 15, 2012 8:58 AM
To: Pusey, Steven
Cc: Bill Cameron (bill(alcameronco.com); Greg Wayne
Subject: RE: Wildflower DENR permit status
Thanks.
From: Pusey, Steven[mailto:steven.pusey(a)ncdenr.gov]
Sent: Thursday, November 15, 2012 8:56 AM
To: David Hollis
Subject: RE: Wildflower DENR permit status
David,
The file is in Linda Lewis' office for final review. I suppose the permit will go out within a week as it is now in the final
stages.

At,
2GVfU

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners (A
October 29, 2012
Mr. Steve Pusey, Environmental Engineer
Department of Environment and Natural Resources COD Division of Water Quality one
127 Cardinal Drive Extension��
Wilmington, NC 28405-3845
Re: Response to RAI
High Density Storm Water Project, Wildflower Subdivision, New Hanover County
HDS Project No. 10010, NCDENR SW8 120911
Steve:
Attached please find two sets of the permit drawings, revised as per your requests and also as per some
NCDOT revisions as follows:
✓ 1. 1 added the wetlands extents more clearly as per the approved delineation map, and removed
"future" as requested. I added CL Spring Branch also as per that map. Although the USGS Quad
clearly shows the Spring Branch "blue line" going south only at the ditch intersection, my
understanding is that in negotiations with the Corps, they wanted the eastern ditch to be also
designated Spring Branch, at least to the extents of the flood plain mapping, where they indicated
the designation starts / stops. I added the 50' from top of bank stream vegetative buffer up to that
location as required. The drainage easement as we show it was previously recorded, with the
"subject to relocation" caveat in the deed.
✓2. 1 added a note in several places that BMPs and swales must be located in drainage easements, to
be recorded in the final subdivision plats, as requested.
✓3. Could you please "fine tune" the latitude and longitude on the application to 34-15-15 and 77-51-45
respectively? Thanks. Sorry I was a little sloppy.
/4. Attached envelope contains the signed and notarized restrictive covenants statement from Bill
Cameron.
./ 5. The pond dimensions were clearly delineated on Sheet 4 in the insets, so I didn't revise this sheet.
DOT requested some major revisions to the storm sewer system placement and alignment, but not
anything else that will affect the parameters of your permit, or any of the numbers or inputs, but I've
attached a copy of the additional calculations FYI.
I trust this response to your review comments will allow you to process the permit satisfactorily. We now
have the land disturbing permit and New Hanover County stormwater "Authorization to Construct" in hand.
Thanks.
Please let me know if you have any questions or require additional information.
Sincer.
David S. Hollis, PE, PLS
Hanover Design Services
[e-mail]
343-8002 Office
343-9941 Fax
10010-GS-2.doc
OCT 3 0 2012
BY:
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

Additional Stormwater & Storm Sewer
Calculations
for
Wildflower Subdivision
PREPARED FOR
WFDC, LLC
PO Box 3649
Wilmington, NC 28406
910-762-2676
CARD( I—"J'%'
o `• A
�� 20047 i
a
I j
• O 4
.0
� f0.2 ✓ • t2_
David S. Hollis, PE, PLS
Hanover Design Services, PA
1123 Floral Parkway
Wilmington, NC 28403 PECEM=
ICT 3 0 I'll

Hydraflow Plan View C4- 0 eD
Project file: Wildflower-1DOT.stm I OF file: WILMINGTON.IDF I No. Lines: 14 110-25-2012

Hydraflow Inlet Report f�CT
Page 1
Line
No
Line ID
A
(ac)
Inlet
time
(min)
I
(in/hr)
C
Q =
CIA
(cfs)
Q
carry
(cfs)
Q
capt
(cfs)
Q
byp
(cfs)
June
type
Curb Inlet
Hit L
(in) (ft)
Grate Inlet
area L W
(sgft) (ft) (ft)
Gutter
So W Sw Sx
(ftlft) (ft) (ft/ft) (ft/ft)
Flow
depth spread
(ft) (ft)
Byp
line
No
1
1-1 TO 1-2
0.00
0.0
0.00
0.60
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
Sag
0.00
0.000
0.000
0.00
0.00
Offsite
2
1-2 TO 1-3
0.55
10.0
4.99
0.60
1.65
0.00
1.64
0.00
Comb
6.0
3.00
0.00
2.98
1.98
1.000
2.50
0.042
0.021
0.09
2.14
12
3
1-3 TO 1-3A
0.03
10.0
4.99
0.60
0.09
0.00
0.09
0.00
Comb
6.0
3.00
0.00
2.98
1.98
0.013
2.50
0.042
0.021
0.07
1.67
5
4
1-3A TO 1-313
1.21
15.0
4.35
0.60
3.16
0.00
3.16
0.00
Hdwl
0.0
0.00
0.00
0.00
0.00
0.000
0.00
0.000
0.000
0.00
0.00
3
5
1-3A TO 1-4
0.26
10.0
4.99
0.60
0.78
0.00
0.71
0.07
Comb
6.0
3.00
0.00
2.98
1.98
0.017
2.50
0.042
0.021
0.14
4.17
6
6
1-4 TO 1-5
0.62
10.0
4.99
0.60
1.86
0.11
1.97
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.18
4.29
12
7
1-5 TO 1-6
0.22
10.0
4.99
0.60
0.66
0.00
0.61
0.04
Comb
6.0
3.00
3.09
2.98
1.98
0.005
2.50
0.042
0.021
0.17
5.60
6
8
1-6 TO 1-6A
0.11
10.0
4.99
0.60
0.33
0.00
0.33
0.00
Comb
6.0
3.00
3.09
2.98
1.98
0.005
2.50
0.042
0.021
0.13
369
12
9
1-6A TO 1-7
0.70
15.0
4.35
0.60
1.83
0.25
2.08
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.18
4.29
8
10
1-7 TO 1-8
0.50
15.0
4.35
0.60
1.30
0.00
1.05
0.25
Comb
6.0
3.00
3.09
2.98
1.98
0.015
2.50
0.042
0.021
0.18
6.07
9
11
1-8 TO 1-8A
1 00
20.0
3.86
0.60
2.32
0.00
1.67
0.65
Comb
6.0
3.00
3.09
2.98
1.98
0.015
2.50
0.042
0.021
0.21
7.50
14
12
1-5 TO 1-5A
0.27
10.0
4.99
0.60
0.81
0.00
0.81
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.10
2.38
6
13
1-7 TO 1-7A
0.46
15.0
4.35
0.60
1.20
0.00
1.20
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.13
3.10
7
14
DBL 1-7A
0.46
15.0
4.35
0.60
1.20
0.65
1.84
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.17
4.05
13
Project
File: Wildflower-1DOT.stm
I-D-F
File: WILMINGTON.IDF
Total
number
of lines:
14
Run Date:
10-25-2012
NOTES:
Inlet N-Values =
0.012 ;
Design
depth for
grate(s)
= 0.3
(ft); Intensity
= 89.54 /
(Inlet time
+ 18.80)
^ 0.86;
Return
period
= 2
Yrs. ; ' Indicates
Known
Q added

Hydraflow Storm Sewer Tabulation 6)C.D©T ►C9
Page 1
Station
Line To
Line
Len
(ft)
Drng Area
Incr Total
(ac) (ac)
Rnoff
coeff
(C)
Area x C
Incr Total
Tc
Inlet Syst
(min) (min)
Rain
(1)
(in/hr)
Total
flow
(cfs)
Cap
full
(cfs)
Val
(ft/s)
Pipe
Size Slope
(in) (%)
Invert Elev
Up Dn
(k) (k)
HGL Elev
Up Dn
(ft) (ft)
Grnd I Rim Elev
Up Dn
(ft) (k)
Line ID
"
1
End
25.0
0.00
6.39
0.60
0.00
3.83
0.0
24.7
4.6
22.04
64.62
3.16
36
0.80
25.20
25.00
28.01
28.00
30.00
28.00
1-1 TO 1-2
2
1
162.0
0.55
6.39
0.60
0.33
3.83
10.0
23.8
4.7
22.04
31.09
3.15
36
0.19
25.50
25.20
28.34
28.20
34.30
30.00
1-2 TO 1-3
3
2
25.0
0.03
5.84
0.60
0.02
3.50
10.0
23.7
4.7
19.98
39.74
4.13
30
0.80
26.20
26.00
28.53
28.50
34.30
34.30
1-3 TO 1-3A
4
3
42.0
1.21
1.21
0.60
0.73
0.73
15.0
15.0
5.6
4.07
17.55
3.38
18
2.38
29.00
28.00
29.77
29.50
32.00
34.30
1-3A TO 1-3B
5
3
122.0
0.26
4.60
0.60
0.16
2.76
10.0
23.0
4.8
15.80
17.99
3.23
30
0.16
26.50
26.30
28.94
28.80
32.20
34.30
1-3A TO 1-4
6
5
84.0
0.62
4.34
0.60
0.37
2.60
10.0
22.5
4.8
14.95
11.96
4.76
24
0.24
27.20
27.00
29.31
29.00
31.10
32.20
1-4 TO 1-5
7
6
156.0
0.22
3.45
0.60
0.13
2.07
10.0
21.7
4.9
11.32
8.77
3.61
24
0.13
27.40
27.20
29.68
29.35
31.60
31.10
1-5 TO 1-6
8
7
24.0
0.11
3.23
0.60
0.07
1.94
10.0
21.5
4.9
10.59
15.82
3.37
24
0.42
27.50
27.40
29.75
29.70
31.60
31.60
1-6 TO 1-6A
9
8
140.0
0.70
3.12
0.60
0.42
1.87
15.0
20.7
5.0
10.17
14.64
3.24
24
0.36
28.00
27.50
30.00
29.76
31.20
31.60
1-6A TO 1-7
10
9
110.0
0.50
1.50
0.60
0.30
0.90
15.0
20.1
5.0
3.37
5.94
1.99
18
0.27
28.80
28.50
30.10
30.01
32.10
31.20
1-7 TO 1-8
11
10
24.0
1.00
1.00
0.60
0.60
0.60
20.0
20.0
5.1
2.08
10.39
1.22
18
0.83
29.00
28.80
30.30
30.30
32.10
32.10
1-8 TO 1-8A
12
6
24.0
0.27
0.27
0.60
0.16
0.16
10.0
10.0
6.3
1.05
10.39
0.60
18
0.83
27.90
27.70
29.35
29.35
31.10
31.10
1-5 TO 1-5A
13
9
24.0
0.46
0.92
0.60
0.28
0.55
15.0
15.0
5.6
4.05
10.39
2.37
18
0.83
28.70
28.50
30.03
30.01
31.20
31.20
1-7 TO 1-7A
14
13
2.0
0.46
0.46
0.60
0.28
0.28
15.0
15.0
5.6
2.51
25.44
1.44
18
5.00
28.80
28.70
30.20
30.20
31.20
31.20
DBL 1-7A
Project
File:
Wildflower-1DOT.stm
I-D-F
File: WILMINGTON.IDF
Total number
of lines:
14
Run Dale:
10-25-2012
NOTES:
Intensity
=
121.80 /
(Tc + 23.50)
^ 0.84;
Return
period
= 10
Yrs. ;
Initial tailwater
elevation
= 28.00
(ft) Total
flows
limited to
inlet captured
flows.

Hydrafiow Summary Report
2S-Cam
Page 1
Line
Line ID Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(it)
(ft)
(ft)
N
(ft)
(ft)
(ft)
No.
1
1-1 TO 1-2 25.18
36 c
25.0
25.00
25.20
0.800
28.00
28.02
0.02
End
2
1-2 TO 1-3 25.18
36 c
162.0
25.20
25.50
0.185
28.20
28.38
002
1
3
1-3 TO 1-3A 22.85
30 c
25.0
26.00
26.20
0.800
28.50
28.54
0.04
2
4
1-3A TO 1-3B 4.66
18 c
42.0
28.00
29.00
2.381
29.50
29.82
0.03
3
5
1-3A TO 1-4 18.06
30 c
122.0
26.30
26.50
0.164
28.80
29.00
0.02
3
6
1-4 TO 1-5 17.11
24 c
84.0
27.00
27.20
0.238
29.02`
29.43'
0.05
5
7
1-5 TO 1-6 12.95
24 c
156.0
27.20
27.40
0.128
29.48'
29.91`
0.03
6
8
1-6 TO 1-6A 12.13
24 c
24.0
27.40
27.50
0.417
29.94'
30.00`
0.02
7
9
1-6A TO 1-7 11.66
24 c
140.0
27.50
28.00
0.357
30.02'
30.34'
0.02
8
10
1-7 TO 1-8 3.77
18 c
110.0
28.50
28.80
0.273
30.36'
30.48'
0.01
9
11
1-8 TO 1-8A 2.33
18 c
24.0
28.80
29.00
0833
30.49
30.50
0.00
10
12
1-5 TO 1-5A 1.20
18 c
24.0
27.70
27.90
0.833
29.48'
29.48'
0.00
6
13
1-7 TO 1-7A 4.71
18 c
24.0
28.50
28.70
0.833
30.36'
30.40'
0.01
9
14
DBL 1-7A 2.94
18 c
2.0
28.70
28.80
5.000
30.41'
30.41'
0.00
13
Project File: Wildflower-1 DOT.stm
I-D-F File: WILMINGTON.IDF
Total No. Lines: 14
Run Date: 10-25-2012
NOTES: c = circular; e = elliptical; b = box; Return penod = 25 Yrs.; ' Indicates surcharge condition.

Page 1
Hydraflow Hydraulic Grade Line Computations C 25 -b%.,-
Line
Size
(in)
Q
(cfs)
Downstream
Invert HGL Depth Area Val Val EGL Sf
elev elev head elev
(ft) (ft) (ft) (sgft) Otis) (ft) (ft) N
Len
(ft)
Upstream
Invert HGL Depth Area Val Vel EGL Sf
elev elev head elev
(ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) N
Check
Ave Enrgy
Sf loss
(%) (ft)
JL
coeff
(K)
Minor
loss'
(ft)
1
36
25.18
25.00
28.00
3.00
7.07
3.56
0.20
28.20
0.122
25.0
25.20
28.02
2.82
6.89
3.65
0.21
28.22
0.105
0.113
0.028
0.10
0.02
2
36
25.18
25.20
28.20
3.00'
7.07
3.56
0.20
28.40
0.122
162
25.50
28.38
2.88
6.97
3.61
0.20
28.58
0.106
0.114
0.184
0.10
0.02
3
30
22.85
26.00
28.50
2.50'
4.91
4.66
0.34
28.84
0.265
25.0
26.20
28.54
2.34
4.78
4.78
0.35
28.90
0.229
0.247
0.062
0.10
0.04
4
18
4.66
28.00
29.50
1.50"
1.77
2.64
0.11
29.61
0.168
42.0
29.00
29.82
0.82"
0.99
4.69
0.34
30.17
0,491
0.330
N/A
0.10
0.03
5
30
18.06
2630
28.80
2.50'
4,91
3.68
0.21
29.01
0.165
122
26.50
29.00
2.50
4.91
3.68
0.21
29.21
0.163
0.164
0.200
0.10
0.02
6
24
17.11
27.00
29.02
2.00
3.14
5.45
0.46
29.48
0.488
84.0
27.20
29.43
2.00
3.14
5.45
0.46
29.89
0.488
0.488
0.410
0.10
0.05
7
24
12.95
27.20
29.48
2.00
3.14
4.12
0.26
29.74
0.279
156
27.40
29.91
2.00
3.14
4.12
0.26
30.18
0.279
0.279
0.436
0.10
0.03
8
24
12.13
27.40
29.94
2.00
3.14
3.86
0.23
30.17
0.245
24.0
27.50
30.00
2.00
3.14
3.86
0.23
30.23
0.245
0.245
0.059
0.10
0.02
9
24
11.66
27.50
30.02
2.00
3.14
3.71
0.21
30.23
0.226
140
28.00
30.34
2.00
3.14
3.71
0.21
30.55
0.226
0.226
0.317
0.10
0.02
10
18
3.77
28.50
30.36
1.50
1.77
2.13
0.07
30.43
0.110
110
28.80
30.48
1.50
1.77
2.13
0.07
30.55
0.110
0A 10
0.121
0.10
0.01
11
18
2.33
28.80
30.49
1.50
1.77
1.32
0.03
30.51
0.042
24.0
29.00
30.50
1.50
1.77
1.32
0.03
30.52
0.040
0.041
0.010
0.10
0.00
i
12
18
1.20
27.70
29.48
1.50
1.77
0.68
0.01
29.48
0.011
24.0
27.90
29.48
1.50
1.77
0.68
0.01
29.49
0.011
0.011
0.003
0.10
0.00
13
18
4.71
28.50
30.36
1.50
1.77
2.66
0.11
30.47
0.171
24.0
28.70
30.40
1.50
1.77
2.66
0.11
30.51
0.171
0.171
0.041
0.10
0.01
14
18
2.94
28.70
30.41
1.50
1.77
1.66
0.04
30.45
0.067
2.0
28.80
30.41
1.50
1.77
1.66
0.04
30.46
0.067
0.067
0.001
0.10
0.00
Project
File:
Wildflower-1
DOT.stm
I-D-F
File:
WILMINGTON.IDF
Total
number
of lines:
14
Run
Date.
10-25-2012
NOTES:
Initial
tailwater
elevation
= 28 (ft)
, ' Crown
depth
assumed.,
"
Critical depth
assumed.

Hydraflow Summary Report U "C Imo' (T ' Page 1
Line
Line ID Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
N
(ft)
(ft)
(ft)
No.
1
1-1 TO 1-2 30.08
36 c
25.0
25.00
25.20
0.800
28.00
28.03
0.03
End
2
1-2 TO 1-3 30.08
36 c
162.0
25.20
25.50
0.185
28.20
28.47
0.03
1
3
1-3 TO 1-3A 27.38
30 c
25.0
26.00
26.20
0.800
28.50
28.57
0.05
2
4
1-3A TO 1-3B 5.58
18 c
42.0
28.00
29.00
2.381
29.50
29.90
0.04
3
5
1-3A TO 1-4 21.65
30 c
122.0
26.30
26.50
0.164
28.80"
29.09"
0.03
3
6
1-4 TO 1-5 20.56
24 c
84.0
27.00
27.20
0.238
29.12"
29.71'
0.07
5
7
1-5 TO 1-6 15.44
24 c
156.0
27.20
27.40
0.128
29.78"
30.40"
0.04
6
8
1-6 TO 1-6A 14.51
24 c
24.0
27.40
27.50
0.417
30.44"
30.52"
0.03
7
9
1-6A TO 1-7 13.97
24 c
140.0
27.50
28.00
0.357
30.55"
31.01"
0.03
8
10
1-7 TO 1-8 4.37
18 c
110.0
28.50
28.80
0.273
31.04"
31.20"
0.01
9
11
1-8 TO 1-8A 2.70
18 c
24.0
28.80
29.00
0.833
31.21'
31.22"
0.00
10
12
1-5 TO 1-5A 1.52
18 c
24.0
27.70
27.90
0.833
29.78"
29.78"
0.00
6
13
1-7 TO 1-7A 5.73
18 c
240
28.50
28.70
0.833
31.04"
31.10"
0.02
9
14
DBL 1-7A 3.61
18 c
20
28.70
28.80
5.000
31.12'
31.12"
0.01
13
Project File: Wildflower-1DOT.stm
I-D-F File: WILMINGTON.IDF
Total No. Lines: 14
Run Date: 10-25-2012
NOTES: c = circular; e = elliptical; b = box; Return period = 100 Yrs.; " Indicates surcharge condition.

Hydraflow Hydraulic Grade Line Computations "4C -�
Page 1
Line
Size
(in)
Q
(cfs)
Downstream
Invert HGL Depth Area Vel Vel EGL Sf
elev elev head elev
(ft) (ft) (ft) (sgft) (f/s) (ft) (ft) N
Len
(ft)
Upstream
Invert HGL Depth . Area Val Val EGL Sf
elev elev head elev
(ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) N
Check
Ave Enrgy
Sf loss
(%) (ft)
JL
coeff
(K)
Minor
loss
(ft)
1
36
30.08
2500
28.00
3.00
7.07
4.26
0.28
28.28
0.173
25.0
25.20
28.03
2.83
6.91
4.36
0.29
28.32
0.150
0.162
0.040
0.10
0.03
2
36
30.08
25.20
28.20
3.00'
7.07
4.26
0.28
28.48
0.173
162
25.50
28.47
2.97
7.06
4.26
0.28
28.75
0.159
0.166
0.269
0.10
0.03
3
30
27.38
26.00
28.50
2.50'
4.91
5.58
0.48
28.98
0.380
25.0
26.20
28.57
2.37
4.81
5.69
0.50
29.07
0.329
0.354
0.089
0.10
0.05
4
18
5.58
28.00
29.50
1.50'
1.77
3.16
0.15
29.65
0.240
42.0
29.00
29.90
0.90"
1.11
5.03
0.39
30.29
0.530
0.385
N/A
0.10
0.04
5
30
21.65
26.30
28.80
2.50'
4.91
4.41
0.30
29.10
0.237
122
26.50
29.09
2.50
4.91
4.41
0.30
29.39
0.237
0.237
0.290
0.10
0.03
6
24
20.56
27.00
2912
2.00
3.14
6.55
0.67
29.79
0.705
84.0
27.20
29.71
2.00
3.14
6.55
0.67
30.38
0.704
0.705
0.592
0.10
0.07
7
24
15.44
27.20
29.78
2.00
3.14
4.92
0.38
30.15
0.397
156
27.40
30.40
2.00
3.14
4.92
0.38
30.77
0.397
0.397
0.620
0.10
0.04
8
24
14.51
27.40
30.44
2.00
3.14
4.62
0.33
30.77
0.351
24.0
27.50
30.52
2.00
3.14
4.62
0.33
30.85
0.351
0.351
0.084
0.10
0.03
9
24
13.97
27.50
30.55
2.00
3.14
4.45
0.31
30.86
0.325
140
28.00
31.01
2.00
3.14
4.45
0.31
31.32
0.325
0.325
0.455
0.10
0.03
10
18
4.37
28.50
31.04
1.50
1.77
2.47
0.09
31.13
0.147
110
28.80
31,20
1.50
1.77
2.47
0.09
31.30
0.147
0.147
0.162
0.10
0.01
11
18
2.70
28.80
31.21
1.50
1.77
1.53
0.04
31.25
0.057
24.0
29.00
31.22
1.50
1.77
1.53
0.04
31.26
0.057
0.057
0.014
0.10
0.00
12
18
1.52
2770
29.78
1.50
1.77
0.86
0.01
29.79
0.018
24.0
27.90
29.78
1.50
1.77
0.86
0.01
29.79
0.018
0.018
0.004
0.10
0.00
13
18
5.73
28.50
31.04
1.50
1.77
3.24
0.16
31.20
0.254
24.0
28.70
31.10
1.50
1.77
3.24
0.16
31.26
0.254
0.254
0.061
0.10
0.02
14
18
3.61
28.70
31.12
1.50
1.77
2.05
0.07
31.18
0.101
2.0
28.80
31.12
1.50
1.77
2.04
0.07
31.18
0.101
0.101
0.002
0.10
0.01
Project
File:
Wildflower-1
DOT.stm
I-D-F
File:
WILMINGTON.IDF
Total
number
of lines:
14
Run
Date: 10-25-2012
NOTES:
Initial
tailwater
elevation
= 28 (it)
, ' Grown
depth
assumed.,
"
Critical depth
assumed.

Hydraflow Plan View
,1s
0i5 _ a
13
2
Proiect file: Wildflower-2A-DOT.stm I OF file: WILMINGTON.IDF I No. Lines: 19 1 10-25-2012

Hydraflow Inlet Report � �-�- tw(eaj- 2-��
Page 1
Line
No
Line ID
A
(ac)
Inlet
time
(min)
I
(in/hr)
C
Q =
CIA
(cfs)
Q
carry
(cfs)
Q
rapt
(cfs)
Q
byp
(cfs)
June
type
Curb Inlet
Hit L
(in) (ft)
Grate Inlet
area L W
(sgft) (ft) (ft)
Gutter
So W I Sw Sx
(full (ft) (ft/ t) (ft/ft)
Flow
depth spread
(ft) (ft)
Byp
line '
No
1
2-1 TO 2-2
0.00
0.0
0.00
0.60
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
Sag
0.00
0.000
0.000
0.00
0.00
Offsite
2
2-2 TO 2-3
1.09
20.0
3.86
0.60
2.52
0.00
2.52
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.21
5.00
1
3
2-3 TO 2-4
0.50
10.0
4.99
0.60
1.50
0.00
1.50
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.15
3.57
2
4
2-4 to 2-4A
0.36
10.0
4.99
0.60
1.08
0.00
1.08
0.00
Comb
6.0
3.00
0.32
1.98
3.09
Sag
2.50
0.042
0.021
0.16
3.81
2
5
2-4 TO 2-5
0.28
10.0
4.99
0.60
0.84
0.00
0.84
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.10
2.38
3
6
2-5 TO 2-6
0.57
10.0
4.99
0.60
1.71
0.00
1.71
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.16
3.81
4
7
2-5 TO 2-7
0.28
10.0
4.99
0.60
0.84
0.00
0.84
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.10
2.38
5
8
2-7 TO 2-8
1.07
20.0
3.86
0.60
2.48
0.00
2.48
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.20
4.76
7
9
2-8 TO 2-8A
1.05
20.0
3.86
0.60
2.43
0.00
2.43
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.20
4.76
10
10
2-7 TO 2-7A
0.24
10.0
4.99
0.60
0.72
0.00
0.72
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.09
2.14
7
11
2-5 TO 2-9
0.14
10.0
4.99
0.60
0.42
0.00
0.42
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.07
1.67
10
12
DBL 2-9
0.14
10.0
4.99
0.60
0.42
0.00
0.42
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.07
1.67
11
13
DBL 2-9 TO 2-10
0.41
16.0
4.35
0.60
1.07
0.00
1.07
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.12
2.86
12
14
DBL 2-10
0.41
15.0
4.35
0.60
1.07
0.00
1.07
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.12
2.86
13
15
2-9 TO 2-9A
0.28
10.0
4.99
0.60
0.84
0.00
0.84
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.10
2.38
6
16
DBL 2-9A
0.28
10.0
4.99
0.60
0.84
0.00
0.84
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.10
2.38
15
17
2-10 TO 2-1 oA
0.52
15.0
4.35
0.60
1.36
0.00
1.36
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.14
3.33
16
18
DBL 2-10A
0.52
15.0
4.35
0.60
1.36
0.00
1.36
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.14
3.33
17
19
DBL 24A
0.36
10.0
4.99
0.60
1.08
0.00
1.08
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.12
2.86
4
Project
File: Wildflower-2A-DOT.stm
1-0-F
File: WILMINGTON.IDF
Total
number
of lines:
19
Run Date:
10-25-2012
NOTES:
Inlet N-Values =
0.013 ;
Design
depth for
grate(s)
= 0.3
(ft); Intensity
= 89.54
/ (Inlet time
+ 18.80)
" 0.86;
Return
period
= 2
Yrs. ; ' Indicates
Known
Q added

Hydraflow Storm Sewer Tabulation
Page 1
Station
Line To
Line
Len
(ft)
Drng Area
Incr Total
(ac) (ac)
Rnoff
coeff
(C)
Area x C
Incr Total
Tc
Inlet Syst
(min) (min)
Rain
(1)
(inlhr)
Total
flow
(cfs)
Cap
full
(cfs)
Val
(ft/s)
Pipe
Size Slope
(in) (%)
Invert Elev
Up Dn
(ft) (ft)
HGL Elev
Up Dn
W M
Grind / Rim Elev
Up Dn
(ft) (ft)
Line ID
1
End
55.0
0.00
8.50
0.60
0.00
5.10
0.0
24.5
4.7
28.98
43.57
4.13
36
0.36
26.70
26.50
29.57
29.50
31 00
30.00
2-1 TO 2-2
2
1
160.0
1.09
8.50
0.60
0.65
5.10
20.0
23.6
4.7
28.98
31.29
4.11
36
0.19
27.00
26.70
29.94
29.70
32.20
31.00
2-2 TO 2-3
3
2
98.0
0.50
7.41
0.60
0.30
4.45
10.0
23.1
4.8
25.68
31.74
5.36
30
0.51
28.00
27.50
30.26
30.00
32.30
32.20
2-3 TO 2-4
4
3
24.0
0.36
0.72
0.60
0.22
0.43
10.0
10.0
6.3
2.72
10.39
1.60
18
0.83
29.20
29.00
30.51
30.50
32.30
32.30
2-4 to 24A
5
3
264.0
0.28
6.19
0.60
0.17
3.71
10.0
21.6
4.9
21.06
14.98
4.29
30
0.11
28.30
28.00
31.09
30.50
33.00
32.30
2-4 TO 2-5
6
5
24.0
0.57
0.57
0.60
0.34
0.34
10.0
10.0
6.3
2.16
10.39
1.22
18
0.83
29.50
29.30
31.13
31.12
33.00
33.00
2-5 TO 2-6
7
5
40.0
0.28
2.64
0.60
0.17
1.58
10.0
21.4
4.9
8.40
17.33
2.68
24
0.50
29.00
28.80
31.17
31.12
33.00
33.00
2-5 TO 2-7
8
7
222.0
1.07
2.12
0.60
0.64
1.27
20.0
20.1
5.0
6.44
10.40
2.06
24
0.18
29.40
29.00
31.32
31.18
33.00
33.00
2-7 TO 2-8
9
8
24.0
1.05
1.05
0.60
0.63
0.63
20.0
20.0
5.1
3.19
7.34
1.83
18
0.42
30.00
29.90
31.41
31.40
33.00
33.00
2-8 TO 2-8A
10
7
24.0
0.24
0.24
0.60
0.14
0.14
10.0
10.0
6.3
0.91
10.39
0.51
18
0.83
29.70
29.50
31.18
31.18
33.00
33.00
2-7 TO 2-7A
11
5
86.0
0.14
2.70
0.60
0.08
1.62
10.0
16.1
5.5
9.44
11.82
3.00
24
0.23
29.00
28.80
31.25
31.12
33.00
33.00
2-5 TO 2-9
12
11
2.0
0.14
2.00
0.60
0.08
1.20
10.0
16.1
5.5
6.79
54.79
2.16
24
5.00
29.10
29.00
31.27
31.26
33.00
33.00
DBL 2-9
13
12
178.0
0.41
1.86
0.60
0.25
1.12
15.0
15.1
5.6
6.26
5.39
3.54
18
0.22
30.00
29.60
31.81
31.27
33.80
33.00
DBL 2-9 TO 2
14
13
2.0
0.41
0.41
0.60
0.25
0.25
15.0
15.0
5.6
1.38
25.44
0.78
18
5.00
30.10
30.00
31.83
31.83
33.80
33.80
DBL 2-10
15
11
24.0
0.28
0.56
0.60
0.17
0.34
10.0
10.0
6.3
2.12
10.39
1.20
18
0.83
29.70
29.50
31.27
31.26
33.00
33.00
2-9 TO 2-9A
16
15
2.0
0.28
0.28
0.60
0.17
0.17
10.0
10.0
6.3
1.06
25.44
0.60
18
5.00
29.80
29.70
31.27
31.27
33.00
33.00
DBL 2-9A
17
13
24.0
0.52
1.04
060
0.31
0.62
15.0
15.0
5.6
3.50
10.39
1.98
18
0.83
30.20
30.00
31.85
31.83
33.80
33.80
2-10 TO 2-10
18
17
2.0
0.52
0.52
0.60
0.31
0.31
15.0
15.0
5.6
1.75
25.44
0.99
18
5.00
30.30
30.20
31.86
31.86
33.80
33.80
DBL 2.10A
19
4
2.0
0.36
0.36
0.60
0.22
0.22
10.0
10.0
6.3
1.36
25.44
0.78
18
5.00
29.30
29.20
30.70
30.70
32.30
32.30
DBL 24A
Project
File:
Wildflower-2A-DOT.stm
I-D-F
File: WILMINGTON.IDF
Total number
of lines:
19
Run Date:
10-25-2012
NOTES:
Intensity
=
121.80 /
(Tc + 23.50)
^ 0.84;
Return
period
= 10
Yrs. ;
Initial tailwater
elevation
= 29.50
(ft) Total
flaws
limited to
inlet captured
flows.

Hydraflow Summary Report IMP GC""`k-t�
2.5 -(�V�
Page
Line
Line ID Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
(%)
(ft)
(ft)
(ft)
No.
1
2-1 TO 2-2 33.13
36 c
55.0
26.50
26.70
0.364
29.50
29.60
0.03
End
2
2-2 TO 2-3 33.13
36 c
160.0
26.70
27.00
0.187
29.70
3000
0.03
1
3
2-3 TO 2-4 29.33
30 c
98.0
27.50
28.00
0.510
30.03
30.42
0.06
2
4
2-4 to 2-4A 3.10
18 c
24.0
29.00
29.20
0.833
30.50
30.51
0.01
3
5
2-4 TO 2-5 24.08
30 c
264.0
28.00
28.30
0.114
30.50'
31.28'
0.04
3
6
2-5 TO 2-6 2.45
18 c
24.0
29.30
29.50
0.833
31 31'
31.32'
0.00
5
7
2-5 TO 2-7 9.64
24 c
40.0
28.80
29.00
0.500
31.31 •
31.38'
0.01
5
8
2-7 TO 2-8 7.40
24 c
222.0
2900
29.40
0.180
31.39'
31.59'
0.01
7
9
2-8 TO 2-8A 3.67
18 c
24.0
29.90
30.00
0.417
31.60'
31.63'
0.01
8
10
2-7 TO 2-7A 1.03
18 c
24.0
29.50
29.70
0.833
31.39'
31.39'
0.00
7
11
2-5 TO 2-9 10.78
24 c
86.0
28.80
29.00
0.233
31.31'
31.48'
0.02
5
12
DBL 2-9 7.77
24 c
2.0
29.00
29.10
5.000
31.50'
31.50'
0.01
11
13
DBL 2-9 TO 2-10 7.16
18 c
178.0
29.60
30.00
0.225
31.51'
32.22'
0.03
12
14
DBL 2-10 1.58
18 c
2.0
30.00
30.10
5.000
32.24`
32.24'
0.00
13
15
2-9 TO 2-9A 2.41
18 c
24.0
29.50
29.70
0.833
31.50'
31.51'
000
11
16
DBL 2-9A 1.21
18 c
2.0
29.70
29.80
5.000
31.51'
31.51'
0.00
15
17
2-10 TO 2-10A 4.01
18 c
24.0
30.00
30.20
0.833
32.24'
32.27'
0.01
13
18
DBL 2-10A 2.00
18 c
2.0
30.20
30.30
5.000
32.28'
32.28`
O.00
17
19
DBL 2-4A 1.55
18 c
2.0
29.20
29.30
5.000
30.70
30.70
0.00
4
Project File: Wildflower-2A-DOT.stm
I-D-F File: WILMINGTON.IDF
Total No. Lines: 19
Run Date: 10-25-2012
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.

Hydraflow Hydraulic Grade Line Computations ��� ��'�'� Page,
Line
Size
(in)
Q
(cfs)
Downstream
Invert HGL Depth Area Vol Vel EGL Sf
elev elev head elev
(ft) (ft) (ft) (sgft) (ftls) (ft) (ft) N
Len
(ft)
Upstream
Invert HGL Depth Area Vel Vol. EGL Sf
elev elev head elev
(ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) N
Check
Ave Enrgy
Sf loss
N (ft)
JL
coeff
(K)
Minor
loss,
(ft)
1
36
33.13
26.50
29.50
3.00
7.07
4.69
0.34
29.84
0.210
55.0
26.70
29.60
2.90
7.00
4.74
0.35
29.95
0.184
0.197
0.109
0.10
0.03
2
36
33.13
26.70
29.70
3.00'
7.07
4.69
0.34
30.04
0.210
160
27.00
30.00
3.00
7.07
4.69
0.34
30.34
0.206
0.208
0.333
0.10
0.03
3
30
29.33
27.50
30.03
2.50
4.91
5.98
0.56
30.59
0.436
98.0
28.00
30.42
2.42
4.86
6.03
0.57
30.99
0.383
0.410
0.401
0.10
0.06
4
18
3.10
29.00
30.50
1.50'
1.77
1.75
0.05
30.55
0.074
24.0
29.20
30.51
1.31
1.64
1.89
0.06
30.56
0.067
0.071
0.017
0.10
0.01
5
30
24.08
28.00
30.50
2.50'
4.91
4.91
0.37
30.87
0.294
264
28.30
31.28
2.50
4.91
4.91
0.37
31.65
0.294
0.294
0.776
0.10
0.04
6
18
2.45
29.30
31.31
1.50
1.77
1.39
0.03
31.34
0.047
24.0
29.50
31.32
1.50
1.77
1.39
0.03
31.35
0.046
0.047
0.011
0.10
0.00
7
24
9.64
28.80
31.31
2.00
3.14
3.07
0.15
31.46
0.155
40.0
29.00
31.38
2.00
3.14
3.07
0.15
31.52
0.155
0.155
0.062
0.10
0.01
8
24
7.40
29.00
31.39
2.00
3.14
2.36
0,09
31.48
0.091
222
29.40
31.59
2.00
3.14
2.36
0.09
31.68
0.091
0.091
0.203
0.10
0.09
9
18
3.67
29.90
31.60
1.50
1.77
2.08
0.07
31.67
0.104
24.0
30.00
31.63
1.50
1.77
2.07
0.07
31.69
0.104
0.104
0.025
0.10
0.01
10
18
1.03
29.50
31.39
1.50
1.77
0.58
0.01
31.40
0.008
24.0
29.70
31.39
1.50
1.77
0.58
0.01
31.40
0.008
0.008
0.002
0.10
0.00
11
24
10.78
28.80
31.31
2.00
3.14
3.43
0.18
31.50
0.194
86.0
29.00
31.48
2.00
3.14
3.43
0.18
31.66
0.194
0.194
0.166
0.10
0.02
12
24
7.77
29.00
31.50
2.00
3.14
2.47
0.10
31.59
0.101
2.0
29.10
31.50
2.00
3.14
2.47
0.10
31.60
0.100
0.101
0.002
0.10
0.01
13
18
7,16
29.60
31.51
1.50
1.77
4.06
0.26
31.77
0.397
178
30.00
32.22
1.50
1.77
4.05
0.26
32.47
0.397
0.397
0.706
0.10
0.03
14
18
158
30.00
3224
1.50
1.77
0.89
0.01
32.25
0.019
2.0
30.10
32.24
1.50
1.77
0.89
0.01
32.25
0.019
0.019
0.000
0.10
0.00
15
18
2.41
29.50
31.50
1.50
1.77
1.36
0.03
31.53
0.045
24.0
29.70
31.51
1.50
1.77
1.36
0.03
31.54
0.045
0.045
0.011
0.10
0.00
16
18
1.21
29.70
31.51
1.50
1.77
0.68
0.01
31.52
0.011
2.0
29.80
31.51
1.50
1.77
0.68
0.01
31.52
0.011
0.011
0.000
010
0.00
17
18
4.01
30.00
32.24
1.50
1.77
2.27
0.08
32.32
0.124
24.0
30.20
32.27
1.50
1.77
2.27
0.08
32.35
0.124
0.124
0.030
0.10
0.01
18
18
2.00
30.20
32.28
1.50
1.77
1.13
0.02
32.30
0.031
2.0
30.30
32.28
1.50
1.77
1.13
0.02
32.30
0.031
0.031
0.001
0.10
0.00
19
18
1.55
29.20
30.70
1.50•
1.77
0.88
0.01
30.71
0.019
2.0
29.30
30.70
1.40
1.72
0.90
0.01
30.71
0.016
0.017
0.000
0.10
0.00
Project
File:
Wildflower-2A-DOT.stm
I-D-F
File:
WILMING I
ON.IDF
Total
number
of lines:
19
Run
Date: 10-25-2012
NOTES:
Initial
tailwater
elevation
= 29.5 (ft)
, ' Crown
depth
assumed.,
"'
Critical depth
assumed.

WFDC, LLC
Post Office Box 3649 - Wilmington, NC 28406
[phone] • Fax [phone]
October 25, 2012
Mr. Steve G. Pusey
NCDENR
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Stormwater Project No. SW8 120911
Dear Mr. Pusey:
Please find enclosed hereto a signed and notarized Restrictions statement for the above
referenced project.
Thank you for your assistance in processing this permit application.
Very truly yours.
WFDC. LLC
By:
William H. Cameron, Manager
WHC:dp
Enclosure
i� OCT 3 0 2012

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
October 22, 2012
Division of Water Quality
Charles Wakild, P. E.
Director
William H. Cameron, Manager
WFDC, LLC
1201 Glen Meade Road
Wilmington, NC 28401
Subject: Request for Additional
Stormwater Project No.
Wildflower Subdivision
New Hanover County
Dear Mr. Cameron
Information
SW8 120911
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater
Management Permit Application for Wildflower Subdivision on September 24, 2012. A
preliminary in-depth review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
Please delineate all wetlands on site for the E&SC & WQ Plan sheets 1
through 3 of 6, as shown on your Cover Sheet 1 of 4 and the wetlands
map. The note for "Future" should be removed on plan sheets 1 & 2 of 6
because development is not allowed in the wetlands. In addition, please
change C/L of ditch to C/L of Spring Branch (as shown on the wetlands
map) for Cover Sheet 1 of 4 and E&SC & WQ Plan sheets 1 through 3 of
6. Also on these plan sheets, please add the 50' stream buffer per 2008
Coastal Stormwater Rules. The 50' wide vegetative buffer should be
measured from the top of bank of each side of the stream. A drainage
easement should not apply adjacent to the stream.
2. All BMP's and swales must be located in a recorded drainage easement.
Please show the locations of all access/drainage easements on the plans,
to be recorded with the final plat.
3. Please check the latitude and longitude provided on the application for
accuracy. It appears to be incorrect.
4. Please provide a signed and notarized deed restriction statement for this
subdivision.
Please provide dimensions for each line and arc formed by the permanent
pool contour of each wet detention pond.
Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms to ensure that the numbers are
consistent throughout.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX, 910-350-20041 DENR Assistance1-877-623-6748
Internet: w .nmaterquality org
TnCn.i..1/A nnn.. n.n.\I..n CmNnvn.

William H. Cameron
Project # SW8120911
October 22, 2012
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to November
22, 2012, or the application will be returned as incomplete. The return of a project will
necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
Steve G.Pusey
Environmental Engineer
GDS/sgp: S:IWQSIStormwaterlPermits & Projects120121120911 HD12012 addinfo 120911
cc: David Hollis, PE, PLS — Hanover Design.Services, PA
Wilmington Regional Office Stormwater File
Nee i of

Johnson, Kelly
From:
Donna Pardue [[e-mail]]
Sent:
Tuesday, September 25, 2012 1:49 PM
To:
Johnson, Kelly, [e-mail]
Cc:
Bill Cameron
Subject:
WFDC, LLC - Operating Agreement
Attachments:
WFDC, LLC - Operating Agreement.pdf
Please find attached the signed Operating Agreement for WFDC, LLC.
Have a wonderful day!
Donna
Donna Pardue
CAMERONMANAGEMENT, INC.
Post Olhce Box 3649
1201 Glen Mead Road (28401)
Wilmington, North Carolina 28406
Phone: [phone]
Fax: [phone]

OPERATING AGREEMENT
OF
WFDC, LLC
THIS OPERATING AGREEMENT (this "Agreement') of WFDC, LLC, (the
"Company"), a limited liability company organized pursuant to the North Carolina Limited
Liability Company Act, is executed effective as of July 6, 2012, by and among the Company and
the persons executing this Agreement as the initial Members (as defined below).
ARTICLE I - DEFINITIONS
1.1 Definitions. The following terms used in this Agreement shall have the following
meanings (unless otherwise expressly provided herein):
(a) "Act" means the North Carolina Limited Liability Company Act, as the same may be
amended from time to time.
(b) "Adjusted Capital Account' means, with respect to a Member, the balance in such
Members Capital Account at the end of the relevant fiscal year, as determined in accordance
with Treasury Regulation Section 1.704-1(b)(2)(iv).
(c) "Articles of Organization" means the Articles of Organization of the Company filed
with the Secretary of State, as amended or restated from time to time.
(d) "Capital Account' means for each Member the account established pursuant to
Section 7.2 hereof and maintained in accordance with the provisions of this Agreement.
(e) "Capital Contribution" means any contribution to the capital of the Company in cash
or property by a Member whenever made.
(f) "Code" means the Internal Revenue Code of 1986, as amended from time to time (and
any corresponding provisions of succeeding law).
(g) "Distributable Cash" means, with respect to the Company for a period of time, all
funds of the Company on hand or in bank accounts of the Company as, in the discretion of the
Manager, is available for distribution to the Members after provision has been made for (i)
payment of all operating expenses of the Company as of such time, (ii) provision for payment of
all outstanding and unpaid current obligations of the Company as of such time, and (iii) provision
for such reserves as the Manager deems necessary or appropriate for Company operations.
(h) "Fiscal Year" means the calendar year; provided that the first Fiscal Year of the
Company shall commence on July 6; 2012, and continue through December 31, 2012.
(i) "Income" means, for each Fiscal Year or other period, each item of income and gain
as determined, recognized and classified for federal income tax purposes, provided that any";
income or gain that is exempt from federal income tax shall be included as if it was an item of
taxable income.

G) "Initial Capital Contribution" means the initial contribution to the capital of the
Company made by a Member pursuant to Section 7.1(a) of this Agreement.
(k) "Loss" means, for each Fiscal Year or other period, each item of loss or deduction as
determined, recognized and classified for federal income tax purposes, increased by (i)
expenditures described in Section 705(a)(2)(B) of the Code, (ii) expenditures contemplated by
Section 709 of the Code (except for amounts with respect to which an election is properly made
under Section 709(b) of the Code); and (iii) expenditures resulting in a deduction for a loss
incurred in connection with the sale or exchange of Company property that is disallowed to the
Company under Section 267(a)(1) or Section 707(b).
(1) "Majority in Interest" means, with respect to any referenced group of Members, a
combination of any of such Members who, in the aggregate, own more than fifty percent (50%)
of the Membership Interests owned by all of such referenced group of Members.
(m) "Manager" means the initial Manager named in the Articles of Organization of the
Company, or any other Person that succeeds such Manager in his capacity as manager or any
other Persons elected to act as Manager of the Company as provided herein.
(n) "Member" means each Person designated as a member of the Company on Schedule I
hereto, or any additional member admitted as a member of the Company in accordance with
Article IX. "Members" refers to such Persons as a group.
(o) "Membership Interest" means all of a Member's rights in the Company, including
without limitation, the Member's shareof the profits and losses of the Company, the right to
receive distributions of the Company's assets, any right to vote and any right to participate in the
management of the Company as provided in the Act and this Agreement. As to any Member,
Membership Interest shall mean the percentage set forth opposite such Member's name on
Schedule I hereto.
(p) "Net Income" and "Net Loss" means, for each Fiscal Year or other relevant period, (i)
the excess of the Income for such period over the Loss for such period, or (ii) the excess of the
Loss for such period over the Income for such period, respectively; provided, however, that Net
Income and Net Loss for a Fiscal Year or other relevant period shall be computed by excluding
from such computation any Income specially allocated under Section 8.1.
(q) "Person" means an individual, a trust, an estate, or a domestic corporation, a foreign
corporation, a professional corporation, a partnership, a limited partnership, a limited liability
company, a foreign limited liability company, an unincorporated association, or another entity.
(r) "Related party" means a descendant of Bruce B. Cameron, Sr., and wife, Lottie F.
Cameron, and/or a trust for the sole benefit of one or more descendants of Bruce B. Cameron,
Sr., and wife, Lottie F. Cameron. "Related party" shall include persons born out of wedlock and
adopted persons.
2

(s) "Secretary of State" means the Secretary of State of North Carolina.
(t) "Treasury Regulations" means the Income Tax Regulations and Temporary
Regulations promulgated under the Code, as such regulations may be amended from time to time
(including corresponding provisions of succeeding regulations).
ARTICLE II - FORMATION OF THE COMPANY
2.1 Formation. The Company was formed on July 6, 2012, upon the filing with the
Secretary of State of the Articles of Organization of the Company. In consideration of the mutual
premises and covenants contained herein and other good and valuable consideration, the receipt
and sufficiency of which is hereby acknowledged, the parties hereto agree that the rights and
obligations of the parties and the administration and termination of the Company shall be
governed by this Agreement, the Articles of Organization and the Act.
2.2 Name. The business and affairs of the Company shall be conducted under the name
WFDC, LLC. The name of the Company may be changed from time to time by amendment of
the Articles of Organization. The Company may transact business under an assumed name by
filing an assumed name certificate in the manner prescribed by applicable law.
2.3 Registered Office and Registered Agent. The Company s registered office shall be
1201 Glen Meade Road, Wilmington, New Hanover County, North Carolina 28401, and the
name of its initial registered agent at such address shall be William H. Cameron.
2.4 Principal Place of Business. The principal place of business of the Company within
the State of North Carolina shall be 1201 Glen Meade Road, Wilmington, New Hanover County,
North Carolina 28401. The Company may locate its places) of business and registered office at
any other place or places as the Manager may from time to time deem necessary or advisable.
2.5 Term. The duration of the Company shall be unlimited, in accordance with the
Company's Articles of Organization, unless the Company is earlier dissolved and its affairs
wound up in accordance with the provisions of this Agreement or the Act.
2.6 Purposes and Powers.
(a) The Company may engage in any lawful business for which limited liability
companies may be organized under the Act unless a more limited purpose is stated in the Articles
of Organization.
(b) The Company shall have any and all powers which are necessary or desirable to carry
out the purposes and business of the Company, to the extent the same may be legally exercised
by limited liability companies under the Act. The Company shall carry out the foregoing
activities pursuant to the arrangements set forth in the Articles of Organization and this
Agreement.
3

2.7 Nature of Members' Interests. The interests of the Members in the Company shall be
personal property for all purposes. Legal title to all Company assets shall be held in the name of
the Company. Neither any Member nor a successor, representative or assign of such Member,
shall have any right, title or interest in or to any Company property or the right to partition any
real property owned by the Company. Interests may be evidenced by a certificate of membership
interest issued by the Company, in such form as the Manager may determine.
ARTICLE III - RIGHT AND DUTIES OF THE MANAGER
3.1 Management. The business and affairs of the Company shall be managed by the
Manager. In addition to the powers and authorities expressly conferred by this Agreement upon
the Manager, the Manager shall have full and complete authority, power and discretion to
manage and control the business of the Company, to make all decisions regarding those matters
and to perform any and all other acts or activities customary to or incident to the management of
the Company's business, except only as to those acts and things as to which approval by the
Members is expressly required by the Articles of Organization, this Agreement, the Act or other
applicable law.
3.2 Number and Qualifications. There shall initially be one Manager of the Company.
The number of Managers of the Company may be fixed from time to time by the affirmative
vote of a Majority in Interest of all of the Members, but in no instance shall any decrease in the
number of Managers have the effect of shortening the term of any incumbent Manager. Such
Majority of the Members shall have the right, power, and authority to adopt an amendment to this
Agreement reflecting the fact that there are more than one Manager, and to provide for operation
of the Company by more than one Manager. The name and consent of the Manager to serve as
such shall be evidenced on Schedule II attached hereto and made a part hereof, as amended upon
any change of the Manager. The Manager need not be a resident of the State of North Carolina or
a Member of the Company.
3.3 Election and Term of Office. The Manager shall be elected at the annual meeting of
the Members (except as provided in Sections 3.5 and 3.6). The Manager shall hold office until
the Manager's successor shall have been elected and qualified, or until the death or dissolution of
the Manager, or until his or its resignation or removal from office in the manner provided in this
Agreement or in the Act.
3.4 Resignation. Any Manager of the Company may resign at any time by giving
written notice to all of the Members of the Company. The resignation of any Manager shall take
effect upon receipt of notice thereof or at such later time as shall be specified in such notice; and,
unless otherwise specified therein, the acceptance of such resignation shall not be necessary to
make it effective.
3.5 Removal. At any special meeting of the Members called expressly for that purpose,
the Manager may be removed at any time, either with or without cause, by the affirmative vote of
a Majority in Interest of all the Members then entitled to vote at any election of the Manager.
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3.6 . Vacancies. Any vacancy occurring for any reason in the Manager of the Company
may be filled by the affirmative vote of a Majority in Interest of all the Members then entitled to
vote at any election of the Manager.
3.7 Inspection of Books and Records. The Manager shall have the right to examine all
books and records of the Company for a purpose reasonably related to the Manager's position as
a Manager.
3.8 Compensation. The compensation of the Manager of the Company shall be fixed
from time to time by an affirmative vote of a Majority in Interest of the Members or by contract
approved by an affirmative vote of a Majority in Interest of the Members, and no Manager shall
be prevented from receiving such salary by reason of the fact that he is also a Member of the
Company.
ARTICLE IV - MEMBERS
4.1 Names and Addresses of Members. The names, addresses and Membership Interests
of the Members are as reflected in Schedule I attached hereto and made a part hereof, which
Schedule shall be as amended by the Company as of the effectiveness of any transfer or
subsequent issuance of any Membership Interest.
4.2 Admission of Members
(a) In the case of a Person acquiring a Membership Interest directly from the Company,
the Person shall become a Member with respect to such Membership Interest on compliance with
the requirements of Article IX and making the Capital Contributions specified in Section 7.1.
(b) An assignee of a Membership Interest shall become a Member on compliance with
the requirements of Article IX.
(c) Any Person may become a Member unless such Person lacks capacity or is otherwise
prohibited from being admitted by applicable law.
ARTICLE V - MEETINGS OF MEMBERS
5.1 Annual Meetings of Members. An annual meeting of the Members will be held at
such time and date at the principal office of the Company or at such other place within or without
the State of North Carolina as shall be designated by the Manager from time to time and stated in
the notice of the meeting. The purposes of the annual meeting need not be enumerated in the
notice of such meeting.
5.2 Special Meetings of Members. Special meetings of the Members may be called by
the Manager or by the holder(s) of not less than ten percent (10%) of all the Membership
Interests. Business transacted at all special meetings shall be confined to the purpose or purposes
stated in the notice.

5.3 Notice of Meetings of Members. Written notice stating the place, day and hour of
the meeting and, additionally in the case of special meetings, stating the principal place of
business of the Company as the location and the purpose or purposes for which the meeting is
called, shall be delivered not less than ten (10) nor more than sixty (60) days before the date of
the meeting, to each Member of record entitled to vote at such meeting.
5.4 Record Date. For the purpose of determining Members entitled to notice of or to
vote at any meeting of members or any adjournment thereof, or Members entitled to receive
payment of any distribution, or to make a determination of Members for any other purpose, the
date on which notice of the meeting is mailed or the date on which such distribution is declared,
as the case may be, shall be the record date for such determination of Members. When a
determination of Members entitled to vote at any meeting of Members has been made as
provided in this Section, such determination shall apply to any adjournment thereof.
5.5 Quorum. A Majority in Interest of the Members shall constitute a quorum at all
meetings of the Members, except as otherwise provided by law or this Agreement. Once a
quorum is present at the meeting of the Members, the subsequent withdrawal from the meeting of
any Member prior to adjournment or the refusal of any Member to vote shall not affect the
presence of a quorum at the meeting. If, however, such quorum shall not be present at the
opening of any meeting of the Members, the Members entitled to vote at such meeting shall have
the power to adjourn the meeting from time to time, without notice other than announcement at
the meeting, until the holders of the requisite amount of Membership Interests shall be present or
represented.
5.6 Actions by Members Other than for Election of the Manager. Except for a matter for
which the affirmative vote of the holders of a greater portion of the Membership Interests entitled
to vote is required by law, the Articles of Organization or this Agreement, the act of Members
shall be the affirmative vote of a Majority in Interest of all the Members represented and voting
at the meeting. Members may participate in any meeting of the Members by means of a
conference telephone or similar communications equipment, provided all persons participating in
the meeting can hear one another, and such participation in a meeting shall constitute presence in
person at the meeting.
5.7 Action by Members to Elect the Manager. For purposes of voting on the election of
the Manager, the Manager shall be elected at any meeting of the Members at which a quorum is
present by a Majority in Interest of all the Members represented and voting at the meeting.
5.8 List of Members Entitled to Vote. The Manager shall make, at least ten (10) days
before each meeting of Members, a complete list of the Members entitled to vote at such
meeting, or any adjournment of such meeting, arranged in alphabetical order, with the address of
and the Membership Interest held by each, which list, for a period of ten (10) days prior to such
meeting, shall be kept on file at the registered office of the Company and shall be subject to
inspection by any Member at any time during usual business hours. Such list shall also be
produced and kept open at the time and place of the meeting and shall be subject to inspection of
any Member during the whole time of the meeting. However, failure to comply with the
requirements of this Section shall not affect the validity of any action taken at such meeting.
0

5.9 Registered Members. The Company shall be entitled to treat the holder of record of
any Membership Interest as the holder in fact of such Membership Interest for all purposes, and
accordingly shall not be bound to recognize any equitable or other claim to or interest in such
Membership Interest on the part of any other person, whether or not it shall have express or other
notice of such claim or interest, except as expressly provided by this Agreement or the laws of
North Carolina.
5.10 Action of Members by Written Consent. Any action of the Members maybe taken
by written consent without a meeting. Any such action which may be taken by the Members
without a meeting shall be effective only if the consents are in writing, set forth the action so
taken, and are signed by all Members eligible to vote on such action.
ARTICLE VI - LIMITATION OF LIABILITY AND
INDEMNIFICATION OF MANAGER AND MEMBERS
6.1 Limitation of Liability. No Manager or Member of the Company shall be liable to
the Company or its Members for monetary damages for an act or omission in such person's
capacity as a Manager or a Member, except as provided in the Act for (i) acts or omissions which
a Manager knew at the time of the acts or omissions were clearly in conflict with the interests of
the Company, (ii) any transaction from which a Manager derived an improper personal benefit,
or (iii) acts or omissions occurring prior to the date this provision becomes effective. If the Act
is amended to authorize action further eliminating or limiting the liability of the Manager and
Members, then the liability of a Manager or Member of the Company shall be eliminated or
limited to the fiillest extent permitted by the Act as so amended. Any repeal or modification of
this section shall not adversely affect the right or protection of a Manager or Member existing at
the time of such repeal or modification.
6.2 Indemnification. The Company shall indemnify the Manager and Members to the
fiillest extent permitted or required by the Act, as amended from time to time, and the Company
may advance expenses incurred by the Manager or Member upon the approval of the Manager
and the receipt by the Company of an undertaking by such Manager or Member to reimburse the
Company unless it shall ultimately be determined that such Manager or Member is entitled to be
indemnified by the Company against such expenses. The Company may also indemnify its
employees and other representatives or agents up to the fullest extent permitted under the Act or
other applicable law, provided that the indemnification in each such situation is first approved by
Members owning a Majority in Interest.
6.3 Other Rights. The indemnification provided by this Agreement shall: (i) be deemed
exclusive of any other rights to which a person seeking indemnification may be entitled under
any statute, agreement, vote of Members or action by a disinterested Manager, or otherwise, both
as to action in official capacities and as to action in another capacity while holding such office;
(ii) continue as to a person who ceases to be a Manager or Member; (iii) inure to the benefit of
the estate, heirs, executors, administrators or other successors of an indemnitee; and (iv) not be
deemed to create any rights for the benefit of any other person or entity.

6.4 Report to Members. The details concerning any action to limit the liability,
indemnify or advance expenses to a Manager, Member or other, taken by the Company shall be
reported in writing to the Members with or before the notice or waiver of notice of the next
Members' meeting or with or before the next submission to Members of a consent to action
without a meeting or, if sooner, separately within ninety (90) days immediately following the
date of the action.
ARTICLE VII - CONTRIBUTIONS TO CAPITAL AND CAPITAL ACCOUNTS; LOANS
7.1 Capital Contribution; Loans.
(a) Upon execution of this Agreement, each Member agrees to contribute cash and
property to the Company as set forth as the Initial Capital Contribution of such Member on
Schedule I, attached hereto.
(b) If the Manager determines that the Initial Capital Contributions are insufficient to
carry out the purposes of the Company, the Manager shall request that the Members make
additional contributions to the capital of the Company. If a Majority in Interest of the Members
approve such request, then each of the Members shall be obligated to make such additional
contributions (each an "Additional Capital Contribution's to the Company pro -rats in accordance
with such Member's then existing Membership Interest within the time period approved by the
Majority in Interest of the Members. In the event any Member fails to fulfill any commitment to
contribute additional capital (the "Defaulting Member'l, the Manager may elect to allow the
remaining Members (the "Lending Members") to contribute to the Company, pro rata by
Membership Interest, such Additional Capital Contribution. All amounts so contributed by the
Lending Members shall be considered a loan to the Defaulting Member bearing interest at the
prime rate, as set out in the Wall Street Journal on the date of the loan, plus three percent (3%)
simple interest, until repaid. In addition, until all of such loans are repaid by the Defaulting
Member, all distributions from the Company which would have been paid to the Defaulting
Member shall be paid to the Lending Members in proportion to the then outstanding interest and
principal of such loans.
(c) No Member shall be paid interest on any Capital Contribution to the Company.
(d) In addition to the loans to the Defaulting Member provided for in Section 7.1(b)
above, upon approval of the terms thereof by the Manager, any Member may make a loan to the
Company upon commercially reasonable terms. Loans by a Member to the Company shall not be
considered Capital Contributions.
7.2 Capital Accounts.
(a) The Company shall maintain a separate capital account (each a "Capital Account") for
each Member pursuant to the principles of this Section 7.2 and Treasury Regulation Section
1.704- 1 (b)(2)(iv). The Initial Capital Account of each Member shall be the Initial Capital
Contribution of such Member. Such Capital Account shall be increased by (i) the amount of the
subsequent Capital Contributions of such Member to the Company under Section 7.1 and (ii)

such Member's allocable share of Company Income and Net Income pursuant to Section 8.1.
Such Capital Account shall be decreased by (i) the amount of cash distributed to the Member by
the Company pursuant to Section 8.2 and (ii) such Member's allocable share of Loss and Net
Loss pursuant to Section 8.1.
(b) The provisions of this Section 7.2 and other portions of this Agreement relating to the
proper maintenance of Capital Accounts are designed to comply with the requirements of
Treasury Regulation Section 1.7041(b). The Members intend that such provisions be interpreted
and applied in a manner consistent with such Treasury Regulations. The Manager is authorized
to modify the manner in which the Capital Accounts are maintained if the Manager determines
that such modification (i) is required or prudent to comply with the Treasury Regulations and (ii)
is not likely to have a material effect on the amounts distributable to any Member upon the
dissolution of the Company.
7.3 Withdrawal or Reduction of Members' Contributions to Capital.
(a) No Member shall have the right to withdraw all or any part of its Capital Contribution
or to receive any return on any portion of its Capital Contribution, except as may be otherwise
specifically provided in this Agreement. Under circumstances involving a return of any Capital
Contribution, no Member shall have the right to receive property other than cash.
(b) No Member shall have priority over any other Member, either as to the return of
Capital Contributions or as to the Income, Net Losses or distributions; provided that this
subsection shall not apply to loans (as distinguished from Capital Contributions) which a
Member has made to the Company.
7.4 Liability of Members. No Member shall be liable for the debts, liabilities or
obligations of the Company beyond his or its respective Initial Capital Contribution and any
Additional Capital Contribution required of such Member pursuant to Section 7.1(b) above.
Except as otherwise expressly provided herein, no Member shall be required to contribute to the
capital of, or to loan any funds to, the Company.
ARTICLE V HI - ALLOCATIONS, DISTRIBUTIONS, ELECTIONS AND REPORTS
8.1 Allocations. Subject to the provisos set forth below in this Section 8.1, for purposes
of maintaining Capital Accounts and in determining the rights of the Members among
themselves, Net Income, or Net Loss, if any, for a Fiscal Year or other period, shall be allocated
to the Members in proportion to their respective Membership Interests after giving effect to all
Capital Account adjustments attributable to contributions and distributions of cash and property
made during such Fiscal Year; provided, however, notwithstanding the provisions of the
preceding clause of this Section 8.1, in the event any Member unexpectedly receives any
adjustments, allocations, or distributions described in Treasury Regulation Sections 1.704-1
(b)(2)(ii)(d)(4), 1.704-1(b)(2)(ii)(d)(5), or 1.704-1(b)(2)(ii)(d)(6) items of Income shall be
specially allocated to such Member (consisting of a pro rats portion of each item of Company
Income, including gross income, for such year) in an amount and manner sufficient to eliminate
such deficit, if any, in such Member's Adjusted Capital Account, as quickly as possible. The

foregoing proviso is intended to constitute a "qualified income offset" within the meaning of
Section 1.704- 1 (b)(2)(ii)(d) of the Treasury Regulations and this proviso shall be interpreted
consistently with such Treasury Regulation.
8.2 Distributions. The Manager shall distribute Distributable Cash and other property
at such times and in such amounts as he may determine, in his sole discretion. All such
distributions of Distributable Cash or other property shall be made to the Members in proportion
to their respective Membership Interests. Except as provided in Section 8.3, all distributions of
Distributable Cash and property shall be made at such time as determined by the Manager.
8.3 Limitation Upon Distributions. No distribution shall be declared and paid if
payment of such distribution would cause the Company to violate any limitation on distributions
provided in the Act.
8.4 Allocations for Tax Purposes. Each item of Income, Net Income or Net Loss of the
Company shall be allocated to the Members in the same manner as such allocations are made for
book purposes pursuant to Section 8.1. In the event of a transfer of, or other change in, an
interest in the Company during a Fiscal Year, each item of taxable income and loss shall be
prorated in accordance with Section 706 of the Code, using any convention permitted by law and
selected by the Manager.
8.5 Tax Status, Elections and Modification to Allocations.
(a) Notwithstanding any provision contained in this Agreement to the contrary, solely for
federal income tax purposes, each of the Members hereby recognizes that the Company will be
subject to all provisions of Subchapter K of the Code; provided, however, that the filing of all
required returns thereunder shall not be construed to extend the purposes of the Company or
expand the obligations or liabilities of the Members.
(b) The Manager, in his sole discretion, may cause the Company to elect pursuant to
Section 754 of the Code and the Treasury Regulations to adjust the basis of the Company assets
as provided by Section 743 or 734 of the Code and the Treasury Regulations thereunder. The
Company shall make such elections for Federal income tax purposes as may be determined by
the Manager, acting in his sole and absolute discretion.
(c) The Manager shall prepare and execute any amendments to this Agreement necessary
for the Company to comply with the provisions of Treasury Regulations Sections 1.704-1(b),
1.704-1(c) and 1.704-2 upon the happening of any of the following events: (i) incurring any
liability which constitutes a "nonrecourse liability" a defined in Treasury Regulation Section
1.704-2(b)(3) or a "partner nonrecourse debt" as defined in Treasury Regulations Section
1.704-2(b)(4); (ii) a constructive termination of the Company pursuant to Code Section
708(b)(1)(B); or (iii) the contribution or distribution of any property, other than cash, to or by the
Company.
8.6 Tax Matters Partner. The Manager, if he or she is a Member, shall serve as the "tax
matters partner" for federal income tax purposes, or if the Manager is not a Member, he or she
10

shall designate a Member to serve as the "tax matters partner". The Manager shall designate a
Manager who is a Member, or, if the Manager is not a Member, one of the Members to serve as
the "tax matters partner" for federal income tax purposes. The tax matters partner is authorized
and required to represent the Company in connection with all examinations of the Company's
affairs by tax authorities, including resulting administrative and judicial proceedings, and to
expend Company funds for professional services and costs associated therewith. The tax matters
partner shall have the final decision making authority with respect to all Federal income tax
matters involving the Company. The Members agree to cooperate with the tax matters partner
and to do or refrain from doing any or all things reasonably required by the tax matters partner to
conduct such proceedings. Any direct out-of-pocket expense incurred by the tax matters partner
in carrying out his obligations hereunder shall be allocated to and charged to the Company as an
expense of the Company for which the tax matters partner shall be reimbursed.
8.7 Records and Reports. At the expense of the Company, the Manager shall maintain
records and accounts of all operations and expenditures of the Company. The Company shall
keep at its principal place of business the records required by the Act to be maintained there.
8.8 Books of Account.
(a) The Company shall maintain the Company's books and records and shall determine
all items of Income, Loss, Net Income and Net Loss in accordance with the method of accounting
selected by the Manager, consistently applied. All of the records and books of account of the
Company, in whatever form maintained, shall at all times be maintained at the principal office of
the Company and shall be open to the inspection and examination of the Members or their
representatives during reasonable business hours. Such right may be exercised through any agent
or employee of a Member designated by it or by an attorney or independent certified public
accountant designated by such Member. Such Member shall bear all expenses incurred in any
examination made on behalf of such Member.
(b) All expenses in connection with the keeping of the books and records of the Company
and the preparation of audited or unaudited financial statements required to implement the
provisions of this Agreement or otherwise needed for the conduct of the Company's business
shall be borne by the Company as an ordinary expense of its business.
8.9 Company Tax Return and Annual Statement. The Manager shall cause the
Company to file a Federal income tax return and all other tax returns required to be filed by the
Company for each Fiscal Year or part thereof, and shall provide to each person who at any time
during the Fiscal Year was a Member with an annual statement (including a copy of Schedule
K-1 to Internal Revenue Service Form 1065) indicating such Member's share of the Company s
income, loss, gain, expense and other items relevant for Federal income tax purposes. Such
annual statement may be audited or unaudited as required by the Manager.
8.10 Bank Accounts. The bank account or accounts of the Company shall be
maintained in the bank approved by the Manager. The terms governing such accounts shall be
determined by the Manager and withdrawals from such bank accounts shall only be made by
such parties as may be approved by the Manager.
11

ARTICLE IX - TRANSFERABILITY OF MEMBERSHIP INTERESTS; ADMISSION OF
MEMBERS
9.1 Transferability of Membership Interests. The term "transfer" when used in this
Agreement with respect to a Membership Interest includes any transfer, including, but not limited
to a sale, assignment, gift, pledge, exchange, transfer by death, foreclosure, sale under execution,
sale under order of a court, or other disposition. A Member shall not at any time transfer its
Membership Interest except in accordance with the conditions and limitations set out in Section
9.2. Any transferee of a Membership Interest by any means shall have only the rights, powers and
privileges set out in Section 9.4 or otherwise provided by law and shall not become a Member of
the Company except as provided in Section 9.5.
9.2 Restrictions on Transfers of Membership Interest. All or part of a Membership
Interest may be transferred to a person who is not a Related Party to the Transferor only with the
prior written approval of the Manager, which approval may be granted or denied in the sole
discretion of the Manager. The Manager may require the proposed transferee to furnish the
Company with an opinion of counsel, satisfactory in form and substance to the Manager, that
neither the offering nor the proposed transfer will violate any Federal or applicable state
securities law and that neither such offering or proposed transfer will not adversely affect the
Company from being taxed as a partnership for Federal income tax purposes.
9.3 Transfer to Related Parties. The restrictions on transfer in Sections 9.1 and 9.2 shall
not apply to a transfer of a Membership Interest to a Related Party.
9.4 Rights of Transferee. Unless and until admitted as a Member of the Company in
accordance with Section 9.5, the transferee of a Membership Interest shall not be entitled to any
of the rights, powers, or privileges of a Member, except that the transferee shall be entitled to
receive the distributions and allocations to which the Member would be entitled but for the
transfer of his Membership Interest.
9.5 Admission of Transferees as Members. A transferee of a Membership Interest may
be admitted as a Member of the Company upon fiunishing to the Company all of the following:
(a) The written consent of a Majority in Interest of the Members;
(b) The acceptance, in a form satisfactory to the Manager, of all the terms and conditions
of this Agreement; and
(c) Payment of such reasonable expenses as the Company may incur in connection with
his admission as a Member.
9.6 Admission of New Members. New Members to the Company may only be admitted
with the unanimous consent of a Majority in Interest of the Members, upon compliance with all
terms specified by the Manager, Section 4.2(a) or Sections 9.1 and 9.2 as applicable, and, if the
12

Manager so requires, upon receipt by the Company of an opinion of counsel, satisfactory in form
and substance to the Manager, that neither the offering nor the proposed sale of the Membership
Interest will violate any Federal or applicable state securities law and that neither such offering or
sale will adversely affect the Company from being taxed as a partnership for Federal income tax
purposes.
ARTICLE X - DISSOLUTION AND TERMINATION
10.1 Withdrawal. Except as otherwise provided in this Agreement, no Member shall at
any time retire or withdraw from the Company or withdraw any amount out of his Capital
Account. Any Member retiring or withdrawing in contravention of this Section 10.1 shall
indemnify, defend and hold harmless the Company and all other Members (other than a Member
who is, at the time of such withdrawal, in default under this Agreement) from and against any
losses, expenses, judgments, fines, settlements or damages suffered or incurred by the Company
or any such other Member arising out of or resulting from such retirement or withdrawal.
10.2 Dissolution
(a) The Company shall be dissolved upon the first of the following to occur:
(i) Upon the election to dissolve the Company by a Majority in Interest of the
Members;
(ii) Upon the happening of any event of withdrawal (as defined in the Act) with
respect to any Member, unless there is at least one remaining Member and the business of the
Company is continued by the written consent of the Manager or the written consent of the
remaining Members holding a Majority in Interest within ninety (90) days of the action by or
affecting the withdrawing Member; or
(iii) The entry of a decree of judicial dissolution or the issuance of a certificate for
administrative dissolution under the Act.
(b) Upon dissolution of the Company, the business and affairs of the Company shall
terminate and be wound up, and the assets of the Company shall be liquidated under this Article
X.
(c) Dissolution of the Company shall be effective as of the day on which the event occurs
giving rise to the dissolution, but the Company shall not terminate until there has been a winding
up of the Company's business and affairs, and the assets of the Company have been distributed as
provided in Section 10.3.
(d) Upon dissolution of the Company, the Manager may cause any part or all of the assets
of the Company to be sold in such manner as the Manager shall determine in an effort to obtain
the best prices for such assets; provided, however, that the Manager may distribute assets of the
Company in kind to the Members to the extent practicable.
13

10.3 Articles of Dissolution. Upon the dissolution and commencement of the winding
up of the Company, the Manager shall cause Articles of Dissolution to be executed on behalf of
the Company and filed with the Secretary of State, and a Manager or authorized Member shall
execute, acknowledge and file any and all other instruments necessary or appropriate to reflect
the dissolution of the Company.
10.4 Dissolution of Assets Upon Dissolution. In settling accounts after dissolution, the
assets of the Company shall be paid in the following order:
(a) First, to creditors, in the order of priority as provided by law, except those to
Members on account of their Capital Contributions;
(b) Second, an amount equal to the then remaining credit balances in the Capital
Accounts of the Members shall be distributed to the Members in proportion to the amount of
such balances; and
(c) Third, any remainder shall be distributed to the Members of the Company, pro rata, to
their respective Membership Interests.
10.5 Distributions in Kind. If a Majority in Interest of the Members shall so elect, the
assets of the Company shall be distributed in kind, insofar as possible. If any assets of the
Company are distributed in kind, such assets shall be distributed to the Members entitled thereto
as tenants -in -common in the same proportions as the Members would have been entitled to cash
distributions if such property had been sold for cash and the net proceeds thereof distributed to
the Members. In the event that distributions in kind are made to the Members upon dissolution
and liquidation of the Company, the Capital Account balances of such Members shall be adjusted
to reflect the Members' allocable share of gain or loss which would have resulted if the
distributed property had been sold at its fair market value.
ARTICLE XI - MISCELLANEOUS PROVISIONS
11.1 Competing Business. Except as otherwise expressly provided in this Agreement
or the Act, neither the Manager nor the Members, nor any of their shareholders, directors,
officers, employees, partners, agents, family members or affiliates, shall be prohibited or
restricted in any way from investing in or conducting, either directly or indirectly, and may invest
in and/or conduct, either directly or indirectly, businesses of any nature whatsoever, including the
ownership and operation of businesses or properties similar to or in the same geographical area
as those held by the Company. Except as otherwise provided in this Agreement or the Act, any
investment in or conduct of any such businesses by any such person or entity shall not give rise to
any claim for an accounting by any Member or the Company or any right to claim any interest
therein or the profits therefrom.
11.2 Member Representations and Agreement. Notwithstanding anything contained in
this Agreement to the contrary, each Member hereby represents and warrants to the Company,
the Manager and to each other that: (a) the Membership Interest of such Member is acquired for
investment purposes only, for the Member's own account, and not with a view to or in connection
14

with any distribution, reoffer, resale or other disposition not in compliance with the Securities
Act of 1933, as amended, and the rules and regulations thereunder (the "1933 Act") and
applicable state securities laws; (b) such Member, alone or together with the Member's
representatives, possesses such expertise, knowledge and sophistication in financial and business
matters generally, and in the type of transactions in which the Company proposes to engage in
particular, that the Member is capable of evaluating the merits and economic risks of acquiring
and holding the Membership Interest and the Member is able to bear all such economic risks now
and in the future; (c) such Member has had access to all of the information with respect to the
Membership Interest acquired by the Member under this Agreement that the Member deems
necessary to make a complete evaluation thereof and has had the opportunity to question the
other Members and the Manager (if any) concerning such Membership Interest; (d) such
Member's decision to acquire the Membership Interest for investment has been based solely upon
the evaluation made by the Member; (e) such Member is aware that the Member must bear the
economic risk of an investment in the Company for an indefinite period of time because
Membership Interests have not been registered under the 1933 Act or under the securities laws of
various states and, therefore, cannot be sold unless such Membership Interests are subsequently
registered under the 1933 Act and any applicable state securities laws or an exemption from
registration is available; (f) such Member is aware that only the Company can take action to
register Membership Interests and the Company is under no such obligation and does not purpose
to attempt to do so; (g) such Member is aware that this Agreement provide restrictions on the
ability of a member to sell, transfer, assign, mortgage, hypothecate or otherwise encumber the
Member's Membership Interest; (h) such Member agrees that the Member will truthfully and
completely answer all questions, and make all covenants, that the Company or the Manager may,
contemporaneously or hereafter, ask or demand for the purpose of establishing compliance with
the 1933 Act and applicable state securities laws; and (i) if that Member is an organization, that it
is duly organized, validly existing, and in good standing under the laws of its state of
organization and that it has full organizational power and authority to execute and agree to this
Agreement and to perform its obligations hereunder.
11.3 Notice.
(a) All notices, demands or requests provided for or permitted to be given pursuant to this
Agreement must be in writing.
(b) All notices, demands and requests to be sent to any Manager or Member pursuant to
this Agreement shall be deemed to have been properly given or served if addressed to such
person at the address as it appears on the Company records and (i) personally delivered, (ii)
deposited for next day delivery by Federal Express, or other similar overnight courier services,
(iii) deposited in the United States mail, prepaid and registered or certified with return receipt
requested or (iv) transmitted via telecopier or other similar device to the attention of such person
with receipt acknowledged.
(c) All notices, demands and requests so given shall be deemed received: (i) when
actually received, if personally delivered, deposited for next day delivery with an overnight
courier or telecopied, or (ii) as indicated upon the return receipt if deposited in the United States
mail.
15

(d) The Manager and Members shall have the right from time to time, and at any time
during the term of this Agreement, to change their respective addresses by delivering to the other
parties written notice of such change in the manner prescribed in Section 11.3(b).
(e) All distributions to any Member shall be made at the address at which notices are sent
unless otherwise specified in writing by any such Member.
11.4 No Action. No Member shall have any right to maintain any action for partition
with respect to the property of the Company.
11.5 Amendments. Except as provided in Sections 3.2 and 8.5(c), this Agreement or the
Articles of Organization may only be amended or modified by a writing executed and delivered
by each of the Members.
11.6 Governing Law; Arbitration. This Agreement is made in New Hanover County,
North Carolina, and the rights and obligations of the Members hereunder shall be interpreted,
construed and enforced in accordance with the laws of the State of North Carolina. Any dispute
arising out of or in connection with this Agreement or the breach thereof shall be decided by
arbitration to be conducted in Wilmington, North Carolina in accordance with the then prevailing
commercial arbitration rules of the American Arbitration Association, and judgment thereof may
be entered in any court having jurisdiction thereof.
11.7 Entire Agreement. This Agreement, including all schedules to this Agreement, as
amended from time to time in accordance with the terms of this Agreement, contains the entire
agreement among the parties relative to the subject matters hereof.
11.8 Waiver. No consent or waiver, express or implied, by any Member to or for any
breach or default by any other Member in the performance by such other Member of his or its
obligations under this Agreement shall be deemed or construed to be a consent or waiver to or of
any other breach or default in the performance by such other Member of the same or any other
obligations of such other Member under this Agreement. Failure on the part of any Member to
complain of any act or failure to act'of any of the other Members or to declare any of the other
Members in default, regardless of how long such failure continues, shall not constitute a waiver
by such Member of his or its rights hereunder.
11.9 Severability. If any provision of this Agreement or the application thereof to any
person or circumstance shall be invalid or unenforceable to any extent, the remainder of this
Agreement and the application of such provisions to other persons or circumstances shall not be
affected thereby, and the intent of this Agreement shall be enforced to the greatest extent
permitted by law.
11.10 Binding Agreement. Subject to the restrictions on transferability set forth in this
Agreement, this Agreement shall inure to the benefit of and be binding upon the undersigned
Members and their respective legal representatives, successors and assigns.
lt7

l 1.11 Tense and Gender. Unless the context clearly indicates otherwise, the singular
shall include the plural and vice versa. Whenever the masculine, feminine or neuter gender is
used inappropriately in this Agreement, this Agreement shall be read as if the appropriate gender
was used.
11.12 Captions. Captions are included solely for convenience of reference and if there is
any conflict between captions and the text of this Agreement, the text shall control.
11.13 Benefits of Agreement. Nothing in this Agreement expressed or implied, is
intended or shall be construed to give to any creditor of the Company or any creditor of any
Member or any other person or entity whatsoever, other than the Members and the Company, any
legal or equitable right, remedy or claim under or in respect of this Agreement or any covenant,
condition or provisions herein contained, and such provisions are and shall be held to be for the
sole and exclusive benefit of the Members and the Company.
11.14 Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall be deemed an original for all purposes and all of which when taken together shall
constitute a single counterpart instrument. Executed signature pages to any counterpart
instrument may be detached and affixed to a single counterpart, which single counterpart with
multiple executed signature pages affixed thereto constitutes the original counterpart instrument.
All of these counterpart pages shall be read as though one and they shall have the same force and
effect as if all of the parties had executed a single signature page.
IN WITNESS WHEREOF, the undersigned, being the initial Manager and all of the
Members of the Company, have caused this Agreement to be duly adopted by the Company as of
the day and year first above written and do hereby assume and agree to be bound by and to
perform all of the terms d provisions set forth in this Agreement.
William H. Cameron, Manager Rachel Camp, Member
CAMERON COMPANl�, L.L.C., Member
I Rachel MacRae, Member
17

Names and Addresses of Initial
Members
Cameron Company, L.L.C., 1201
Rachel Camp
Rachel MacRae
SCHEDULEI
Initial Capital Contributions
$76,044.22
$14,483.58
$ 9,472.20
$100,000.00
Membership Interests
76.0442181%
14.4835808%
9.4722011%
100.0000000%
18

SCHEDULEII
Manager of the Company
William H. Cameron, 1201 Glen Meade Road, Wilmington, North Carolina 28401
1 hereby consent to be designated as manager of WFDC, LLC, and hereby consent to serve as
such manager.
William H. Cameron, Manager
19

Review Checklist
Project Name: VS1 01\J Received Date: ab �p-r 6a.,1 a
Project Location: Accepted Date: 9��O%' r�
Rule(s) 2008 Coastal [-]1995 Coastal ❑Phase II (WiRO) Universal ❑1988 Coastal
Type of Permit New)or Mod or PR Existing Permit # (Mod or PR): ]PE Cert on File?
Density: (HD) or LD
%: g;$ (% OK?
Type: Commercial or esidential
"NCG:
OOffsite to SW8
nExempt
Stream Class: C� SA Map
I
Subdivided?: S bdivisi n or Single Lot
�--t
1 IORW Man
Paperwork Emailed Engineer on: q III /I a,
Su plement(s) (1 original per BMP) BMP Type(s): (79%NDS I C(b%
90-cm with correct/original signatures (1 original per BMP except LS/VFS and swales)
]Application with correct/original signatures 3� I W� C� 6-9
or LLC: Sig. Auth. per SoS or letter
L_J$505 (within 6mo)
O&otrs-�Report with SHWT 1
❑Calculations (signed/sealed)
nNo obvious errors
Note to Reviewer:
-\�vQCH/t5� /y('UtD41ry1G.L��
-n,VA)
nsity includes common areas, etc
Restrictions, if subdivided: VO-L� 6-V-' 5{43�O
Signed & Notarized
Plans
F12 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend ODA Maps El Project Boundaries
Intltration
Wet Pond
Offsite
Soils Report
OwIrs Report
�PE Cert for Master Lot #:
SHWT:
Deed Rest for Master ❑Lot # Matches Masser
O`PMPWT.
BUA Per
Visited:
BUA Proposed (Offsite): sf
Additional Information:�
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Preaosed- $ L
Proposed:
Proposed:
a5.5
a .

yT'a \'•
l) a
J •/
m
s •fit l i
1 l
a
o
i
i

STORMWATER CALCULATIONS
and Stormwater Management
for
Wildflower Subdivision
PREPARED FOR
WFDC, LLC
PO Box 3649
Wilmington, NC 28406
910-762-2676
H GARO1,>
'rCCn��
SEAL
20007
David S. Hollis, PE, PLS
- I :p- I?-,
Hanover Design Services, PA
1123 Floral Parkway
Wilmington, NC 28403
C-0597
r=CEIVE
SEP 2 0 2012
BY:

STORMWATER MANAGEMENT NARRATIVE for
Wildflower Subdivision
Prepared for:
WFDC,LLC
PO Box 3649
Wilmington, NC 28406
September 2012
PROJECT DESCRIPTION and NARRATIVE —
This project is to construct a single-family residential subdivision off of an existing roadway
(Albemarle Road) in New Hanover County (Tax Parcel No. R05000-001-001-000, Zsned R-10,
proposed Performance Density). The parcel itself is 25.62 acres, of which 23.40 will be the
"project area" (not wetlands or unsuitable soils) and the proposed land disturbance is to be about
22 acres with the additional impervious proposed about 344,900 sf, requiring this project to
obtain land disturbing, stormwater management, and water quality permits from the County and
State.
To comply with the County's Stormwater Ordinance, two grassed wet retention / detention ponds
are proposed to control the post -development runoff rates to pre -development levels for the 2-,
10-, and 25-year rainfall events, and pass the 100-year storm safely, as well as retain the first 1.5"
of runoff from all impervious surfaces for 2 to 5 days to comply with State water quality rules. A
storm sewer system designed for the 25-year event is proposed to collect all runoff and direct it to
the ponds. The ponds will also serve as sediment basins during construction to prevent any
sediment from leaving the site or entering adjacent regulated wetlands.
Storm sewer and pond routing calculations are attached.
Erosion and sediment control measures are required during any construction activities.
For more details and further explanation of the scope and specifics of this proposed project,
please refer to the submitted "Erosion and Sediment Control and Water Quality Plans for
Wildflower Subdivision", prepared by Hanover Design Services, and the associated attachments.
100 1 0-namfive.do
Marmwer Design Services
1123 Floral Pkwy.
Wilmington, NC 28403

w
0
a

Name
Cape Fear River Basin
Index Number Classification Class Date
IDes rc iption Special Designation
South Prong Anderson Creek 18-23-32-2 C 04/01/59
[From source to Anderson Creek
South Prong McLeod Creek 18-23-29-1-2 C 09/01/74
'From source to McLeod Creek
South Prong Richland Creek 17-22-2 C 04/01/59
From source to Richland Creek
South Prong Stinking Quarter Creek 16-19-8-2-(2) WS-V;NSW 08/11/09
From dam at Kimesville Lake to Stinking Quarter Creek
South Prong Stinking Quarter Creek (Kimesville lake) 16-19-8-2-(1) WS-V,B;NSW 08/11/09
;From source to dam at Kimesville Lake —
South River 18-68-12-(0.5) C;Sw 04/01/59
From source to Big Swamp
South River
18-68-12-(8.5) C;Sw,ORW:+
06/01/94
(From Big Swamp to Black River
I i15A NCAC 02B .0225 (e)(9)
Southport Restricted Area
18-88-3.5 SC
01/01/85
Beginning at a point on the west bank of the Cape Fear River 1000
yards upstream of Price Creek, thence in
Ian easterly direction to the eastern border of the Lower Cape Fear
River Channel, thence in a
direction along along the eastern border of th
Spearmans Mill Creek
18-68-2-15 C;Sw
04/01/59
;From source to Six Runs Creek
'
Spring Branch
18-68-12-2-4-1-2 C;Sw
07/01/73
From source to Starlins Swamp
Spring Branch
18-46-3 C
04/01/59
,From source to —Turnbull Creek
Spring Branch
18-74-63-1 C;Sw
09/01/74
rFrom source to Smith Creek
L-- ____-_____
Spring Valley Lake
18-23-6 WS-111,B
08/03/92
.Entire lake and connecting stream to Thagards Lake, Little River
Squash Branch 18-76-1-4 C;Sw 04/01/59
From source to Greenfield Lake, Greenfield Creek
Squirrel Creek 16-11-8-(2) WS-III;NSW,CA 08/03/92
From a point 0_4 mile downstream of Guilford County SR 1001 to Lake Townsend, Reedy Fork
Thursday, February 09, 2012 Based on Classifications as of 20120208 Page 82 of 98

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Wildflower wet detention / retention ponds summary:
POND No. 1
Project Area = 501,522sf (531,149sf+50,911sf-80,538sf wet) = 11.51 acres
Roadways (BC to BC) =
25,552sf
Sidewalks (5' wide) =
4,585sf
Lots (30 @ 3500sf each) =
105,000sf
Future, or other =
15,320sf
Total impervious =
150,457sf = 30%
is �roM
Project Area = 518,540sf (537,557sf - 19,017sf wetlands) = 11.90 acres
Roadways (BC to BC) = 52,080sf
Sidewalks (5' wide) = 6,554sf
Lots (36 @ 3500sf each) = 126,000sf
Future, or other = 9,818sf
Total impervious = 194,452sf = 37.5%
10010-DWQ.doc
Hanover Design Services
1123 Floral Pkvvy.
Wilmington, NC 28403

Wildflower wet detention / retention pond
POND No. 1
Additional Calculation Summary for NCDENR / DWQ :
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 150,457 sf
TOTAL AREA DRAINING TO POND = 11.51 acres = 501,522 sf
SA REQUIRED: 150457 / 501522 = 0.30 or 30%
At 4.5' average depth, 90% TSS removal, from chart - SA/DA factor = 2.5
501522 x 0.01 x 2.5 = 12,600 sf SA REQUIRED
At Elev. = 25.5 25,000 sf SA PROVIDED
VOLUME REQUIRED: R=[(P)(Pj)(Rv)/12](A)
SEE PAGES A.1 and A.2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs"
(P)= 1.5"
(Pj) = 0.9
(Rv►= 0.05 + 0.9(150457/501522) = 0.320
(A)= 501522
R= [(1.5)(0.320)/121(501522) = 0.461 acre-feet
= 20,100 cf REQUIRED STORAGE
At Elev. = 26.5 = 29,125 cf PROVIDED STORAGE
DRAWDOWN:
Average head from storage elevation to orifice -
26.5 - 25.5 / 3 = 0.33
volume:
6" PVC w/ 2" hole drain to draw -down pond required storage
Orifice equation: Q = CA(2gh)"1/2
Q = 0.6(.0218)164.4 X 0.33►" 1/2 = 0.0606 cfs
T = 331,000 sec. = 3.8 days OKAY
FOREBAY REQUIREMENTS -
Approximate required capacity = 118,650 X 20% = 23,730 cf
Provided capacity = 24,275 cf OKAY
Forebay 1 is approx.. 85% of drainage area, Forebay 2 is 15% of drainage area
10010-DW4.doc
Hanover Design Services
1123 Floral Pkwy.
Wilmington, NC 28403

Wildflower - Pond 1
STAGE -STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT CONDITION
Above WSEL
INCR.
INCR.
INCR.
ELEV.
AREA
VOL.
STORAGE
STORAGE
(ft)
(Sfl
(co
(co
(ac-ft)
25.5
25,000
-
-
-
26.0
30,000
13,750
13,750
0.32
26.5
31,500
15,375
29,125
0.67
27.0
33,000
16,125
45,250
1.04
28.0
35,000
34,000
79,250
1.82
29.0
38,000
36,500
115,750
2.66
30.0
41,000
39,500
155,250
3.56
STATE STORAGE VOLUME -
29,125
0.67
stage I00l0.xls
Hanover Design Services
1123 Floral Pkwy.
Wilmington, NC 28403

I
Wildflower - Pond 1
STAGE - STORAGE
TABLES:
MAIN BODY OF POND -
Below WSEL
MAIN
INCR.
INCR.
ELEV.
AREA
VOL.
STORAGE
(ft)
(sl)
(el)
(el)
25.5
17,000
-
-
25.0
15,500
8,125
8,125
24.0
13,750
14,625
22,750
23.0
12,500
13,125
35,875
22.0
11,000
11,750
47,625
21.0
9,500
10,250
57,875
m w 20.0
8,000
8,750
66,625
19.0
7,000
7,500
74,125
N 18.0
5,500
6,250
80,375
17.0
4,500
5,000
85,375
16.0
3,500
4,000
89,375
15.0
2,500
3,000
92,375
14.0
1,500
2,000
94,375
FORE, BAY 1 (Approx.85%) FOREBAY 2 (Approx.15%)
INCR.
INCR.
AREA
VOL.
STORAGE
(so
(el)
(el)
6,000
-
-
4,500
2,625
2,625
4,000
4,250
6,875
3,500
3,750
10,625
3,000
3,250
13,875
2,500
2,750
16,625
2,000.
2,250
18,875
1,500
1,750
20,625
Note: 3:1 side slopes below normal pool shelf, 2:1 forebay slopes
Pond maybe over -excavated for sediment storage.
Average depth= 4.7 (volume/SA)
TOTAL SURFACE AREA - 25,000 FOREBAY -
TOTAL POND VOLUME - 118,650 Percent Volume=
TOTAL FOREBAY VOLUME - 24,275
PERCENT OF TOTAL - 20%
storage-10010.x1s
20%
INCR.
INCR.
AREA.
VOL.
STORAGE
(so
(el)
(el)
2,000
-
-
1,200
800
800
900
1,050
1,850
700
800
2,650
500
600
3,250
300
400
3,650

Wildflower wet detention / retention pond
POND No. 2
Additional Calculation Summary for NCDENR / DWQ :
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 194,452 sf
TOTAL PROJECT AREA POND 2 = 11.90 acres = 518,540 sf
SA REQUIRED: 194452 1518540 = 0.375 or 37.5%
At 4.3' average depth, 90% TSS removal, from chart - SA/DA factor = 3.1
518540 x 0.01 x 3.1 = 16,075 sf SA REQUIRED
At Elev. = 27.5 16,500 sf SA PROVIDED
VOLUME REQUIRED: R=[(P)(Pj)(Rv)/12](A)
SEE PAGES A.1 and A.2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs"
(P) = 1.5"
(Pj) = 0.9
(Rv)= 0.05 + 0.9(194452/518540) = 0.3875
(A)= 518540
R= [(1.5)(0.3875/12](518540) = 0.58 acre-feet
25,120 cf REQUIRED STORAGE
At Elev. = 29.0 = 29,875 cf PROVIDED STORAGE
DRAWDOWN:
Average head from storage elevation to orifice -
29.0 - 27.5 / 3 = 0.5
volume:
6" PVC w/ 2" hole drain to draw -down pond required storage
Orifice equation: Q = CA(2gh)^1/2
Q = 0.6(.0218)(64.4 X 0.5)"1/2 = 0.0742 cfs
T = 338,500 sec. = 3.9 days OKAY
FOREBAY REQUIREMENTS -
Approximate required capacity = 71,125 X 20% = 14,225 cf
Provided capacity = 14,425 cf OKAY
urzrjte>s.yffieaw'M
Hanover Design Ser m
1123 Floral Pkwy.
Wilmington, NC 28403

Wildflower - Pond 2
STAGE - STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT CONDITION
Above WSEL
INCR. INCR. INCR.
ELEV. AREA VOL. STORAGE STORAGE
(ft) (so (co (co (ac-ft)
27.5
16,500
-
-
-
28.0
20,000
9,125
9,125
0.21
28.5
20,750
10,188
19,313
0.44
29.0
21,500
10,563
29,875
0.69
30.0
23,500
22,500
52,375
1.20
31.0
25,500
24,500
76,875
1.76
32.0
28,000
26,750
103,625
2.38
STATE STORAGE VOLUME -
29,875
0.69
stage10010-2.x1s
Hanover Design Services
1123 F&W PkWry.
W11m"ington, NC 28403

Wildflower - Pond 2
STAGE - STORAGE TABLES:
MAIN BODY OF POND -
Below WSEL
FOREBAY 1
MAIN
INCR.
INCR
INCR.
INCR.
ELEV.
AREA
VOL.
STORAGE
AREA
VOL.
STORAGE
(ft)
(sl)
(cl)
(cl) -
(so
(cl)
(cf)
27.5
12,000
-
-
4,500
-
-
27.0
10,000
5,500
5,500
3,600
2,025
2,025
26.0
8,900
9,450
14,950
3,000
3,300
5,325
25.0
7,700
8,300
23,250
2,400
2,700
8,025
d
24.0
6,700
7,200
30,450
1,900
2,150
10,175
8
N ;
23.0
5,700
6,200
36,650
1,400
1,650
11,825
22.0
4,800
5,250
41,900
1,000
1,200
13,025
21.0
4,000
4,400
46,300
700
850
13,875
20.0
3,200
3,600
49,900
400
550
14,425
S
19.0
2,600
2,900
52,800
18.0
1,900
2,250
55,050
17.0
1,400
1,650
56,700
Note: 3:1 side slopes below normal pool shelf, 2:1 forebay slopes
Pond may be over -excavated for sediment storage.
Average depth= 4.3 (volume/SA)
TOTAL SURFACE AREA - 16,500 FOREBAY -
TOTAL POND VOLUME - 71,125 Percent Volume=
TOTAL FOREBAY VOLUME - 14,425
PERCENT OF TOTAL - 20%
storage-10010.xis
20%

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
DECLARATION OF COVENANTS
CONDITIONS AND RESTRICTIONS
FOR WILDFLOWER
This Declaration, Made the day of , 2012, by
WFDC, LLC, a North Carolina Limited Liability Company, hereinafter referred to as "Declar-
ant" or "Developer" for the purposes hereinafter stated;
WITNESSETH:
Whereas, Declarant is the owner of certain real property in New Hanover County,
North Carolina, known as WILDFLOWER, which is shown on a plat (the "Plat") recorded
in the Office of the Register of Deeds of New Hanover County, North Carolina, in Map
Book _, Page to which reference is made for a more particular description (the
"Property').
NOW, THEREFORE, Declarant declares that the Property described above shall be
held, sold and conveyed subject to the North Carolina Planned Community Act set forth in
Chapter 47F of the North Carolina General Statutes (the "Act"), as well as the following
easements, restrictions, covenants, and conditions.
ARTICLE I.
DEFINITIONS
In addition to other terms defined herein, the following capitalized terms shall have
the following meanings as used herein:
SECTION 1. Additional Prooertv shall mean and refer to any lands, in addition to
the above described Property, annexed to and made a part of the Planned Community,
whether such lands are now owned or hereafter acquired by Declarant or others, and
whether developed by Declarant or others.
SECTION 2. Allocated Interest shall mean the Common Expense Liability and votes
in the Association allocated to each Lot.
SEP 2 0 2012
BY:

SECTION 3. Association shall mean and refer to Wildflower Homeowners'
Association, Inc., a North Carolina non-profit Limited Liability Company, its successors
and assigns, the owners association organized pursuant to the Act for the purposes set
forth herein.
SECTION 4. Common Elements shall mean and refer to all lands and easements
within or appurtenant to the Planned Community owned or enjoyed by the Association,
other than a Lot, and intended for the common use and enjoyment of the Owners,
including, without limitation, storm water retention ponds within the Planned Community.
Common Elements shall also include any areas designated on any plats for the Planned
Community as "Open Space", "Common Area", "Common Element", "Recreation Area",
"Amenity Area", "conservation area(s)", or other similar designation.
SECTION 5. Common Expenses means expenditures made by or financial
liabilities of the Association, together with any allocations to reserves.
SECTION 6. Common Expense Liability means the liability for Common Expenses
allocated to each Lot as permitted by the Act, this Declaration or otherwise.
SECTION 7. Declarant shall be used interchangeably with Developer (which
designations shall include singular, plural, masculine and neuter as required by the
context) and shall mean and refer to WFDC, LLC, its successors and assigns, if such
successors or assigns should acquire undeveloped property from the Declarant or a Lot
not previously disposed of for the purpose of development and reserves or succeeds to
any Special Declarant Right.
SECTION 8. Declarant Control Period shall have the meaning set forth in Article III
hereof.
SECTION 9. Declaration shall mean this instrument as it may be from time to time
amended or supplemented.
SECTION 10. Executive Board or Board shall be used interchangeably with the
Board of Directors and means the body, regardless of name, designated in this Declaration
or otherwise to act on behalf of the Association.
SECTION 11. Limited Common Elements shall mean areas and facilities within any
Lot which are for the exclusive use of the Lot Owner but which the Association is obligated
to maintain pursuant to the terms of this Declaration. The Limited Common Elements shall
consist of none (if none, so state).
SECTION 12. LgIW shall mean and refer to any portion of the Planned Community
designated for separate ownership by a Lot Owner.
SECTION 13. Lot Owner or Owner shall mean the Declarant or other Person
who owns a fee simple title to any Lot, including contract sellers, but excluding those
having such interest merely as security for the performance of an obligation.

SECTION 14. Master Association means a master association as defined in
the Act.
SECTION 15. Person means a natural person, Limited Liability Company,
business trust, estate, trust, partnership, association, joint venture, government,
governmental subdivision, or agency or other legal or commercial entity.
SECTION 16. Planned Community shall mean and refer to the Property plus
any Additional Property made a part of the Planned Community by the exercise of any
Special Declarant Right.
SECTION 17. Purchaser means any Person, other than the Declarant or a
Person in the business of selling real estate for the purchaser's own account, who by
means of a voluntary transfer acquires a legal or equitable interest in a Lot, other than (i)
a leasehold interest (including renewal options) of less than 20 years, or (ii) as
security for an obligation.
SECTION 18. Reasonable Attorneys' Fees means attorneys' fees reasonably
incurred without regard to any limitations on attorneys' fees which otherwise may be
allowed by law.
SECTION 19. Special Declarant Rights means rights reserved for the benefit of
the Declarant including without limitation the right (i) to complete improvements intended
or planned by Developer for the Property or Additional Property; (ii) to exercise any
development or other right reserved to the Declarant by this Declaration or otherwise; (iii) to
maintain within the Planned Community sales offices, management offices, construction
offices/trailers, signs advertising the Planned Community, and models; (iv) to use the
Common Elements for the purpose of making improvements within the Planned
Community; (v) to make the Planned Community part of a larger planned community or
group of planned communities; (vi) to make the Planned Community subject to a Master
Association; (vii) to appoint or remove any officer or Executive Board member of the
Association or any Master Association during the Declarant Control Period or (viii) to permit
other land to be annexed to and made part of the Planned Community in accordance
with the terms of this Declaration.
SECTION 20. Stormwater Permit shall mean State Stormwater Permit #
issued by the North Carolina Division of Water Quality (DWQ), Department
of Environment and Natural Resources (DENR).
ARTICLE II.
PROPERTY RIGHTS AND EASEMENTS
SECTION 1. Owners' Property Rights and Easement of Eniovment. Every
Owner shall have and is hereby granted a right and easement of enjoyment in and to the
Common Elements, if any, which shall be appurtenant to and shall pass with the title to
every Lot, subject to the following provisions:

(a) The Association may make and amend reasonable rules and regulations
governing use of the Common Elements by the Owners;
(b) The Association may grant a security interest in or convey the Common
Elements, or dedicate or transfer all or part of the Common Elements, to any public
agency, authority or utility for such purposes and subject to such conditions as may be
agreed to by at least eighty percent (80%) of the Members, excluding the Developer;
provided, however, that the Association may without the consent of the Owners grant
easements, leases, licenses and concessions through or over the Common Elements.
No conveyance or encumbrance of Common Elements shall deprive any Lot of its
rights of access or support.
SECTION 2. Easements in Favor of Declarant and the Association. The
following easements are reserved to Declarant and the Association, their agents,
contractors, employees, successors and assigns:
(a) easements as necessary in the lands constituting the Common Elements
and the rear and front ten feet of each Lot and side five feet of each Lot for the installation
and maintenance of utilities and drainage facilities (including the right to go upon the
ground with men and equipment to erect, maintain, inspect, repair and use electric and
telephone lines, wires, cables, conduits, sewers, water mains and other suitable
equipment for the conveyance and use of electricity, telephone equipment, gas, sewer,
water or other public conveniences or utilities on, in or over each Lot and such other
areas as are shown on the plat of the Property or any Additional Property recorded or to
be recorded in the office of the Register of Deeds of the county where the Planned
Community is located; the right to cut drain ways, swales and ditches for surface water
whenever such action may appear to the Developer or the Association to be necessary
in order to maintain reasonable standards of health, safety and appearance; the right
to cut any trees, bushes or shrubbery; the right to make any grading of the soil, or to
take any other similar action reasonably necessary to provide economical and safe
utility installation and to maintain reasonable standards of health, safety and
appearance; and the right to locate wells, pumping stations, and tanks within residential
areas, or upon any Lot with the permission of the Owner of such Lot). No structures or
plantings or other material shall be placed or permitted to remain upon such easement
areas or other activities undertaken thereon which may damage or interfere with the
installation or maintenance of utilities or other services, or which may retard, obstruct or
reverse the flow of water or which may damage or interfere with established slope
ratios or create erosion. These easement areas (whether or not shown on the
recorded plats for the Planned Community) but not the improvements within such areas
shall be maintained by the respective Owner except those for which a public authority or
utility company is responsible.
(b) easements over .all private streets, if any, access easements, and
Common Elements within the Planned Community as necessary to provide access,
ingress and egress, to and the installation of utilities for any Additional Property.
(c) an easement of unobstructed access over, on, upon, through and across
each Lot and the Limited Common Elements located thereon, if any, at all reasonable
times to perform any maintenance and repair to the Limited Common Elements

required by this Declaration
SECTION 3. Other Easements. The following additional easements are granted
by Declarant:
(a) an easement to all police, fire protection, ambulance and all similar persons,
companies or agencies performing emergency services, to enter upon all Lots and
Common Elements in the performance of their duties.
(b) in case of any emergency originating in or threatening any Lot or Common
Elements, regardless of whether any Lot Owner is present at the time of such
emergency, the Association or any other person authorized by it, shall have the immediate
right to enter any Lot for the purpose of remedying or abating the causes of such
emergency and making any other necessary repairs not performed by the Lot Owners.
(c) the Association is granted an easement over each Lot for the purposes of
providing Lot maintenance when an Owner fails to provide maintenance and upkeep in
accordance with this Declaration.
SECTION 4. Nature of Easements. All easements and rights described herein
are perpetual easements appurtenant, running with the land, and shall inure to the
benefit of and be binding on the Declarant and the Association, their successors and
assigns, and any Owner, purchaser, mortgagee and other person having an interest in
the Planned Community, or any part or portion thereof, regardless of whether or not
reference is made in the respective deeds of conveyance, or in any mortgage or trust
deed or other evidence of obligation, to the easements and rights described in this
Declaration.
ARTICLE III.
HOMEOWNERS' ASSOCIATION
SECTION 1. Formation of Association. The Association shall be incorporated no
later than the date the first Lot in the Planned Community is conveyed. The Association
is a nonprofit Limited Liability Company organized pursuant to the Nonprofit Limited
Liability Company Act of the State of North Carolina for the purpose of establishing an
association for the Owners of Lots to operate and maintain the Common Elements and
any Limited Common Elements in accordance with this Declaration, its Charter and
Bylaws The Association shall be empowered to perform and/or exercise those powers
set forth in the Act as it may be amended from time to time, in addition to any powers
and authority otherwise granted to it.
SECTION 2. Membership. Every Lot Owner shall be a Member of the
Association. Membership shall be appurtenant to and may not be separated from Lot
ownership.
SECTION 3. Voting Rights. The Association shall have two classes of voting
Membership.

Class A. Class A Members shall be all Owners, with the
exception of the Declarant, and shall be entitled to one vote
for each Lot owned. When more than one person holds an
interest in any Lot, all such persons shall be Members. The
vote for such Lot shall be exercised as they determine, but in
no event shall more than one vote be cast with respect to any
Lot. Fractional voting with respect to any Lot is prohibited.
Class B. The Declarant shall be a Class B Member
and shall be entitled to three (3) votes for each Lot owned.
The Class B Membership shall cease and be converted to
Class A Membership on the happening of any of the following
events, whichever occurs earlier:
(a) when the total vote outstanding in the Class A
Membership equals the total vote outstanding in the Class B
Membership; or
(b) on December 31, 2020; or
(c) upon the voluntary surrender of all Class B
Membership by the holder thereof.
The period during which there is Class B Membership is sometimes referred to
herein as the "Declarant Control Period". During the Declarant Control Period, the
Declarant shall have the right to designate and select the Executive Board of the
Association and the right to remove any person or persons designated and selected by
the Declarant to serve on the Executive Board, and to replace them for the remainder
of the term of any person designated and selected by the Declarant to serve on the
Executive Board who may resign, die, or be removed by the Declarant.
SECTION 4. Government Permits. After completion of construction of any
facilities required to be constructed by Declarant pursuant to permits, agreements and
easements for the Planned Community, all duties, obligations, rights and privileges of
the Declarant under any water, sewer, stormwater and utility agreements, easements
and permits for the Planned Community with municipal or governmental agencies or
public or private utility companies, shall be the duties, rights, obligations, privileges and
the responsibility of the Association, notwithstanding that such agreements, easements
or permits have not been assigned or the responsibilities thereunder specifically assumed
by the Association. There are additional provisions made in this Declaration concerning
stormwater facilities and the Stormwater Permit.
SECTION 5. Common Elements. The Association shall at its sole cost and
expense be responsible for the operation and maintenance of each Common Element
within the Planned Community from the date of completion of its construction or
improvement by the Developer, whether or not (i) such Common Element has actually
been deeded to the Association, or (ii) any permit issued by'a governmental agency to
Declarant for the construction and operation of the Common Element has been
transferred from the Declarant to the Association or assumed by the Association. If the

Declarant is required by any government agency to provide any operation or maintenance
activities to a Common Element for which the Association is liable to perform such
operation and maintenance pursuant to this section, then the Association agrees to
reimburse the Declarant the cost of such operation and maintenance within 30 days
after Declarant renders a bill to the Association therefor. The Association agrees to
levy a Special Assessment within 30 days of receipt of such bill to cover the amount
thereof if it does not have other sufficient funds available. Declarant shall be entitled to
specific performance to require the Association to levy and collect such Special
Assessment.
SECTION 6. Insurance. The Executive Board on behalf of the Association, as
a Common Expense, may at all times keep the Common Elements and other assets of
the Association, if any, insured against loss or damage by fire or other hazards and such
other risks, including public liability insurance, upon such terms and for such amounts as
may be reasonably necessary from time to time to protect such property, which insurance
shall be payable in case of loss to the Association for all Members. The Association shall
have the sole authority to deal with the insurer in the settlement of claims. In no event
shall the insurance coverage obtained by the Association be brought into contribution with
insurance purchased by Members or their mortgagees. At a minimum, the Executive
Board shall maintain the insurance coverages required by the Act.
SECTION 7. Architectural Control Committee. The Executive Board shall
perform all duties of the Architectural Control Committee if no such committee is
appointed by it, subject, however, to the Special Declarant Rights. Any Architectural
Control Committee appointed by the Executive Board shall consist of at least 3
members.
ARTICLE IV.
COVENANTS FOR ASSESSMENTS
SECTION 1. Creation of the Lien and Personal Obligation of Assessments.
Each Lot Owner covenants and agrees to pay to the Association the following
assessments (collectively the "Assessments"):
A. Annual Assessments;
B. Special Assessments;
C. Insurance Assessments;
D. Ad Valorem Tax Assessments; and
E. Working Capital Assessments.
The Assessments, together with interest, costs and reasonable attorney's fees,
shall be a charge on the land and shall be a continuing lien upon the respective Lot
against which the Assessments are made. Each such Assessment, together with
interest, costs and reasonable attorney's fees, shall also be the personal obligation of

the Person who was the Owner of such Lot at the time when the Assessment fell due.
The personal obligation for delinquent Assessments shall not pass to the Owner's
successors in title unless expressly assumed by them.
SECTION 2. Puroose of Annual Assessments. The Annual Assessments levied
by the Association shall be used exclusively to promote the recreation, health, safety
and welfare of the Owners and residents of the Planned Community and for the
maintenance, repair, improvement and replacement of the Common Elements and any
Limited Common Elements. The funds arising from said assessments or charges, may be
used for any or all of the following purposes: Operations, maintenance and
improvement of the Common Elements, and any Limited Common Elements, including
payment of utilities; enforcing this Declaration; paying taxes, insurance premiums, legal and
accounting fees and governmental charges; establishing working capital; paying dues and
assessments to any organization or Master Association or other association of which the
Association is a member; and in addition, doing any other things necessary or desirable
as determined by the Executive Board to keep the Common Elements and Limited
Common Elements in good operating order and repair.
SECTION 3. Annual Assessments. The Executive Board shall adopt a
proposed annual budget at least 90 days before the beginning of each fiscal year of the
Association. Within 30 days after adoption of the proposed budget for the Planned
Community, the Executive Board shall provide to all of the Lot Owners a summary of the
budget and notice of a meeting to consider its ratification, including a statement that the
budget may be ratified without a quorum. The budget is ratified unless at the meeting a
majority of all of the Lot Owners in the Association rejects the budget. In the event the
proposed budget is rejected, the periodic budget last ratified by the Lot Owners shall be
continued until such time as the Lot Owners ratify a subsequent budget proposed by the
Executive Board. The Annual Assessment for each Lot shall be established based on
the annual budget thus adopted; provided, however, that the first Annual Assessment
shall be set by the Declarant prior to the conveyance of the first Lot to an Owner. The
date in each Fiscal Year upon which the Annual Assessment shall become due and
payable shall be established by the Executive Board. The Executive Board shall have the
authority to require the Assessments to be paid in periodic installments. The Association
shall, upon demand, and for a reasonable charge furnish a certificate signed by an officer
of the Association setting forth whether the Assessments on a specified Lot have been
paid.
SECTION 4. Special Assessments. In addition to the Annual Assessments
authorized above, the Association may levy, in any assessment year, a Special
Assessment applicable to the year only for the following purposes:
A. To defray, in whole or in part, the cost of any construction, reconstruction, repair
or replacement of a capital improvement upon the Common Elements and any Limited
Common Elements, including fixtures and personal property related thereto, provided that
any such Special Assessment shall have the assent of two-thirds (2/3) of the Members
of each class who are voting in person or by proxy at a meeting duly called for this
purpose. Written notice of any meeting of Owners called for the purpose of approving
such Special Assessment shall be sent to all Members not less than ten (10) days nor
more than sixty (60) days in advance of the meeting.
7

B. Without a vote of the Members, to provide funds to reimburse the Declarant
as provided for in Article III, Section 5, hereof. ,
SECTION 5. Insurance Assessments. All premiums on insurance policies
purchased by the Executive Board or its designee and any deductibles payable by the
Association upon loss shall be a Common Expense, and the Association may at any
time levy against the Owners equally an "Insurance Assessment", in addition to the
Annual Assessments, which shall be in an amount sufficient to pay the cost of all such
deductibles and insurance premiums not included as a component of the Annual
Assessment.
SECTION 6. Ad Valorem Tax Assessments. All ad valorem taxes levied
against the Common Elements, if any, shall be a common expense, and the
Association may at any time of year levy against the Owners equally an "Ad Valorem
Tax Assessment", in addition to the Annual Assessments, which shall be in an amount
sufficient to pay ad valorem taxes not included as a component of the Annual
Assessment.
SECTION 7. Working Capital Assessments. At the time title to a Lot is conveyed
to an Owner by Declarant, the Owner shall pay the sum of $200.00 to the Association
as working capital to be used for operating and capital expenses of the Association.
Such amounts paid for working capital are not to be considered as advance payment
of the Annual or any other Assessments.
SECTION 8. Rate of Assessment. The Association may differentiate in the
amount of Assessments charged when a reasonable basis for distinction exists, such as
between vacant Lots of record and Lots of record with completed dwellings for which
certificates of occupancy have been issued by the appropriate governmental authority, or
when any other substantial difference as a ground of distinction exists between Lots.
However, Assessments must be fixed at a uniform rate for all Lots similarly situated.
SECTION 9. Commencement of Assessments. Assessments for each Lot
shall commence upon the date of acceptance by an Owner of a deed from Declarant.
SECTION 10. Effect Of Nonpayment of Assessments And Remedies Of The
Association. Any Assessment or installment thereof not paid within thirty (30) days after
the due date shall bear interest from the due date at the highest rate allowable by law.
The Association may bring an action at law against the Owner personally obligated to
pay the same, or foreclose the lien against the Owner's Lot. No Owner may waive or
otherwise escape liability for the Assessments provided for herein by non-use of the
Common Elements or abandonment of his Lot. All unpaid installment payments of
Assessments shall become immediately due and payable if an Owner fails to pay any
installment within the time permitted. The Association may also establish and collect late
fees for delinquent installments.
SECTION 11. Lien for Assessments. The Association may file a lien against a
Lot when any Assessment levied against said Lot remains unpaid for a period of 30
days or longer.

(a) The lien shall constitute a lien against the Lot when and after the claim of lien is
filed of record in the office of the Clerk of Superior Court of the county in which the Lot is
located. The Association may foreclose the claim of lien in like manner as a mortgage on
real estate under power of sale under Article 2A of Chapter 45 of the General
Statutes. Fees, charges, late charges, fines, interest, and other charges imposed
pursuant to Sections 47F-3-102,47F-3-107,47F-3-107.1 and 47F-3-115 of the Act are
enforceable as Assessments.
(b) The lien under this section shall be prior to all liens and encumbrances on a Lot
except (i) liens and encumbrances (specifically including, but not limited to, a mortgage or
deed of trust on the Lot) recorded before the docketing of the claim of lien in the office of
the Clerk of Superior Court, and (ii) liens for real estate taxes and other governmental
assessments and charges against the Lot.
(c) The lien for unpaid assessments is extinguished unless proceedings to enforce
the tax lien are instituted within three years after the docketing of the claim of lien in the
office of the Clerk of Superior Court.
(d) Any judgment, decree, or order in any action brought under this section shall
include costs and reasonable attorneys' fees for the prevailing party.
(e) Where the holder of a first mortgage or deed of trust of record, or other
purchaser of a Lot obtains title to the Lot as a result of foreclosure of a first mortgage or
first deed of trust, such purchaser and its heirs, successors and assigns shall not be liable
for the Assessments against the Lot which became due prior to the acquisition of title to the
Lot by such purchaser. The unpaid Assessments shall be deemed to be Common
Expenses collectible from all of the Lot Owners including such purchaser, its heirs,
successors and assigns.
(f) A claim of lien shall set forth the name and address of the Association, the
name of the record Owner of the Lot at the time the claim of lien is filed, a description of
the Lot, and the amount of the lien claimed.
ARTICLE V
RIGHTS OF DEVELOPER
The Declarant shall have, and there is hereby reserved to the Declarant, the
Special Declarant Rights as herein defined and the following rights, powers and
privileges which shall be in addition to the Special Declarant Rights and any other
rights, powers and privileges reserved to the Declarant herein:
SECTION 1. The Architectural Control Committee/Executive Board. All duties
and responsibilities conferred upon the Architectural Control Committee by this
Declaration or the Bylaws of the Association shall be exercised and performed by the
Declarant or its designee, so long as Declarant shall own any Lot within the Property
or any Additional Property. The Declarant shall be entitled during the Declarant Control
Period to appoint and remove the officers and members of the Executive Board.
10

SECTION 2. Plan of Planned Community. The right to change, alter or re-
designate the allocated planned, platted, or recorded use or designation of any of the
lands constituting the Planned Community including, but not limited to, the right to change,
alter or re -designate road, utility and drainage facilities and easements and to change,
alter or re -designate such other present and proposed amenities, Common Elements, or
facilities as may in the sole judgment and discretion of Declarant be necessary or
desirable. The Declarant hereby expressly reserves unto itself, its successors and
assigns, the right to re -plat any one (1) or more Lots shown on the plat of any
subdivision of the Property or Additional Property in order to create one or more modified
Lots; to further subdivide tracts or Lots shown on any such subdivision plat into two or
more Lots; to recombine one or more tracts or Lots or a tract and Lots to create a larger
tract or Lot (any Lot resulting from such recombination shall be treated as one Lot for
purposes of Assessments); to eliminate from this Declaration or any plats of the Planned
Community Lots that are not otherwise buildable or are needed or desired by Declarant
for access or are needed or desired by Declarant for use as public or private roads or
access areas, whether serving the Planned Community or other property owned by the
Declarant or others, or which are needed for the installation of utilities, Common
Elements or amenities, and to take such steps as are reasonably necessary to make
such re -platted Lots or tracts suitable and fit as a building site, access area, roadway or
Common Elements. The Declarant need not develop, or develop in any particular
manner, any lands now owned or hereafter acquired by the Declarant, including any
lands shown on plats of the Planned Community as "Future Development'. Any such
lands shall not be subject to this Declaration unless Declarant expressly subjects them
hereto by filing of a supplemental declaration in the Register of Deeds office of the
county where the Planned Community is located. Declarant is required by DWQ to state
herein the maximum allowed built -upon area for all lots which Declarant has planned to
develop within the Planned Community. By listing the maximum built -upon area herein for
all such lots, Declarant does not obligate itself to develop in any particular manner or for
any particular uses any lands now owned or hereinafter acquired by Declarant which
are not shown on the recorded plats referenced herein.
SECTION 3. Amendment of Declaration by the Declarant. This Declaration may
be amended without Member approval by the Declarant, or the Board of the
Association, as the case may be, as follows:
A. In any respect, prior to the sale of the first Lot.
B. To the extent this Declaration applies to Additional Property.
C. To correct any obvious error or inconsistency in drafting, typing or
reproduction.
D. To qualify the Association or the Property and Additional Property, or any
portion thereof, for tax-exempt status.
E. To incorporate or reflect any platting change as permitted by this Article or
otherwise permitted herein.
F. To conform this Declaration to the requirements of any law or governmental
11

agency having legal jurisdiction over the Property or any Additional Property or to qualify
the Property or any Additional Property or any Lots and improvements thereon for
mortgage or improvement loans made, insured or guaranteed by a governmental
agency or to comply with the requirements of law or regulations of any Limited Liability
Company or agency belonging to, sponsored by, or under the substantial control of the
United States Government or the State of North Carolina, regarding purchase or sale
of such Lots and improvements, or mortgage interests therein, as well as any other law or
regulation relating to the control of property, including, without limitation, ecological
controls, construction standards, aesthetics, and matters affecting the public health,
safety and general welfare. A letter from an official of any such Limited Liability Company
or agency, including, without limitation, the Department of Veterans Affairs, U. S.
Department of Housing and Urban Development, the Federal Home Loan Mortgage
Limited Liability Company, Government National Mortgage Limited Liability Company, or
the Federal National Mortgage Association, requesting or suggesting an amendment
necessary to comply with the requirements of such Limited Liability Company or agency
shall be sufficient evidence of the approval of such Limited Liability Company or agency,
provided that the changes made substantially conform to such request or suggestion.
The Declarant may at any time amend this Declaration to change the maximum
allowable built -upon area as permitted by DENR. Notwithstanding anything else herein to
the contrary, only the Declarant, during the Declarant Control Period, shall be entitled to
amend this Declaration pursuant to this Section.
SECTION 4. Annexation of Additional Property. Declarant may annex to and
make a part of the Planned Community any other real property, whether now owned or
hereafter acquired by Declarant or others, and whether developed by the Declarant or
others (the "Additional Property"). Annexation of Additional Property to the Planned
Community shall require the assent of 67 percent of the Class A Members who are
voting in person or by proxy at a meeting called for this purpose; provided, however,
Additional Property may be annexed to the Planned Community without the assent of
the Members so long as the Additional Property is used for residential purposes, roads,
utilities, drainage facilities, amenities, and other facilities not inconsistent with residential
developments. Subdivisions from Additional Property need not have the same name as
prior portions of the Planned Community.
ARTICLE VI.
USE RESTRICTIONS. ARCHITECTURAL CONTROL
AND MAINTENANCE
SECTION 1. Approval of Plans for Building and Site Improvements. No dwelling,
wall or other structure shall be commenced, erected, or maintained upon any Lot, nor shall
any exterior addition to or change in or alteration therein (including painting or repainting of
exterior surfaces) be made until the plans and specifications showing the nature, kind,
shape, heights, materials, colors and location of the same shall have been submitted to
and approved in writing as to harmony of external design and location in relation to
surrounding structures and topography by the Architectural Control Committee. If the
Architectural Control Committee fails to approve or disapprove such design and location
within thirty (30) days after said plans and specifications have been submitted to it,
12

approval will not be required and full compliance with this Article will be deemed to have
occurred . Refusal or approval of any such plans, location or specification may be
based upon any ground, including purely aesthetic and environmental considerations,
that in the sole and uncontrolled discretion of the Architectural Control Committee shall
be deemed sufficient. One copy of all plans and related data shall be furnished to the
Architectural Control Committee for its records. The Architectural Control Committee
shall not be responsible for any structural or other defects in plans and specifications
submitted to it or in any structure erected according to such plans and specifications.
SECTION 2. Minimum Standards for Site Improvements.
A. Each dwelling shall have a minimum of 1,800 square feet of enclosed,
heated dwelling area; provided, however, the Architectural Control Committee may
permit a dwelling to have a minimum of 1,700 square feet if the Committee in its sole
discretion finds that the variance will not adversely impact property values within the
Planned Community. The term "enclosed, heated dwelling area" shall mean the total
enclosed area within a dwelling which is heated by a common heating system; provided,
however, that such term does not include garages, terraces, decks, open/screened
porches, and like areas.
B. Since the establishment of inflexible building setback lines for location of houses
on Lots tends to force construction of houses directly to the side of other homes with
detrimental effects on privacy, view, preservation of important trees and other vegetation,
ecological and related considerations, no specific setback lines shall be established by this
Declaration. In order to assure, however, that the foregoing considerations are given
maximum effect, the site and location of any house or dwelling or other structure upon any
Lot shall be controlled by and must be approved absolutely by the Architectural Control
Committee; provided, however, that no structure shall be constructed closer to a Lot line
than is permitted by applicable governmental regulations.
C. The exterior of all dwellings and other structures must be completed within
twelve (12) months after the construction of same shall have commenced, except
where such completion is impossible or would result in great hardship to the Owner or
builder, due to strikes, fires, national emergency, natural calamities, or the complexity of
design and construction.
D. All service utilities, fuel tanks, and wood piles are to be enclosed within a wall or
plant screen of a type and size approved by the Architectural Control Committee, so as to
preclude the same from causing an unsightly view from any highway, street or way within
the subdivision, or from any other residence within the subdivision. Mail and newspaper
boxes shall not be allowed on any Lot (the Declarant is providing centralized mailboxes).
Design of mail and newspaper boxes shall be furnished by the Architectural Control
Committee. Fences shall be permitted on any Lot; provided, however, that the design,
placement, and materials of any fence are approved by the Architectural Control
Committee. Clotheslines are not permitted on any Lot.
E. Off street parking for not less than two (2) passenger automobiles must be
provided on each Lot prior to the occupancy of any dwelling constructed on said Lot which
parking areas and the driveways thereto shall be constructed of concrete, brick, asphalt, or
13

turf stone, or any other material approved by the Architectural Control Committee.
F. All light bulbs or other lights installed in any fixture located on the exterior of any
building or any Lot for the purpose of illumination shall be clear, white or non -frost lights or
bulbs.
SECTION 3. Use Restrictions.
A. Land Use And Building Type. No Lot shall be used for any purpose except
for residential purposes, subject, however, to the rights of the Declarant contained herein.
All numbered Lots are restricted for construction of one single family dwelling (plus, a
detached garage, if there is not one attached to the residence, and such other
accessory buildings as may be approved by the Architectural Control Committee).
B. Nuisances. No noxious or offensive activity shall be carried on upon any Lot, nor
shall anything be done thereon which may be or may become an annoyance or nuisance
to the neighborhood. There shall not be maintained any plants or animals, nor device or
thing of any sort whose normal activities or existence are in any way noxious,
dangerous, unsightly, unpleasant or other nature as may diminish or destroy the
enjoyment of other Lots by the Owners thereof. It shall be the responsibility of each
Owner to prevent the development of any unclean, unsightly or unkept condition of
buildings or grounds on the Owner's Lot which would tend to decrease the beauty of the
neighborhood as a whole or the specific area.
C. Temporary Structures. No structure of a temporary character, trailer, basement,
tent, shack, garage, barn or other outbuilding shall be used on any Lot any time as a
residence either temporarily or permanently without the written consent of the Architectural
Control Committee.
D. Vehicles/Boats. No boat, motor boat, personal water craft, camper, trailer,
motor or mobile homes, tractor/trailer, construction equipment or similar type
vehicle/equipment, shall be permitted to remain on any Lot or on any street at any time,
without the written consent of the Association. No inoperable vehicle or vehicle without
current registration and insurance will be permitted on any Lot, street or Common
Element. All lawn maintenance equipment shall be stored, when not in use, in a
method so as not to be visible from the street. The Association shall have the right to
have all such vehicles boats or equipment towed away at the owner's expense. No
repairs to any vehicle may be made on streets or in driveways but only in garages or other
areas and not visible from the street.
E. Animals. No animals, livestock or poultry of any kind shall be kept or maintained
on any Lot or in any dwelling except that domesticated dogs, domesticated cats or other
household pets may be kept or maintained provided that they are not kept or
maintained for commercial purposes and provided further that they are not allowed to
run free, are at all times kept properly leashed or under the control of their owner and do
not become a nuisance.
F. Statuary. TV Satellite Dishes and Outside Antennas. No yard statuary or TV
satellite signal receiving dishes are permitted on any Lot and no outside radio or television
14

antennas shall be erected on any Lot or dwelling unit unless and until permission for the
same has been granted by the Architectural Control Committee; provided, however,
satellite dishes not over 1 S" in diameter which cannot be seen from the street are
permitted.
G. Construction in Common Elements. No Person shall undertake, cause, or
allow any alteration or construction in or upon any portion of the Common Elements
except at the direction or with the express written consent of the Association.
H. Signs. No signs (including "for sale" or "for rent" signs) shall be permitted on any
Lot or in the Common Elements without permission of the Executive Board; provided,
however, the Declarant may, so long as Declarant owns any Lot, maintain for sale signs
on Declarant's Lots and maintain signs on the Common Elements advertising the
Plannned Community.
I. Subdividing. Subject to any rights reserved to the Declarant herein, no Lot shall
be subdivided, or its boundary lines changed except with the prior written consent of the
Declarant during the Declarant Control Period and thereafter by the Executive Board.
SECTION 4. Maintenance. Each Lot Owner shall keep his Lot free from
weeds, underbrush or refuse piles, or unsightly growth or objects. All structures shall be
kept neat and in good condition and repair. All shrubs, trees, grass and plantings shall be
kept neatly trimmed and properly cultivated. In the event that any maintenance
activities are necessitated to any Common or Limited Common Element by the willful
act or active or passive negligence of any Owner, his family, guests, invitees or tenants,
and the cost of such maintenance, repair or other activity is not fully covered by
insurance, then, at the sole discretion of the Executive Board, the cost of the same
shall be the personal obligation of the Owner and if not paid to the Association upon
demand, may be added to and become a part of the Annual Assessment levied
against said Owner's Lot.
ARTICLE VII
STORMWATER PERMIT/FACILITES
SECTION 1. Stormwater Permit. The Association and each of its
Members agree that at anytime after (i) all work required under the Stormwater
Permit has been completed (other than operation and maintenance activities), and (ii)
the Developer is not prohibited under DENR regulations from transferring the
Stormwater Permit for the Planned Community to the Association, the Association's
officers without any vote or approval of Lot Owners, and within 10 days after being
requested to do so, will sign all documents required by DENR for the Stormwater
Permit to be transferred to the Association and will accept a deed conveying such
facilities to the Association (if not already deeded); provided, however, that at the time
the Developer requests that the Association accept transfer of the Stormwater Permit,
the Developer has delivered to the Association a certificate from an engineer licensed in
the State of North Carolina, dated no more than 45 days before the date of the request,
that all stormwater retention ponds, swales and related facilities are constructed in
accordance with the plans and specifications therefore. If the Association fails to sign
15

the documents required by this paragraph or to accept a deed conveying such facilities,
the Developer shall be entitled to specific performance in the courts of North Carolina
requiring that the appropriate Association officers sign all documents necessary for the
Stormwater Permit to be transferred to the Association and accept a deed conveying
such facilities to the Association. Failure of the officers to sign as provided herein shall
not relieve the Association of its obligations to operate and maintain the stormwater
facilities covered by the Stormwater Permit.
SECTION 2. Stormwater Facilities Operation and Maintenance. Any
stormwater retention ponds and related facilities for the Planned Community which have
or are to be constructed by or on behalf of Declarant constitute Common Elements and,
subject only to the provisions of Section 3 of this Article VII, the Association, at its sole
cost and expense, is responsible for the operation and maintenance of such facilities.
Such operation and maintenance shall include, but not be limited to, compliance with
all of the terms and obtaining any renewals of the Stormwater Permit. Except as
provided in Section 3 of this Article VII, the Association shall indemnify and hold
harmless the Developer form any obligations and costs under the Stormwater Permit for
operation and maintenance of the stormwater retention ponds and related facilities.
SECTION 3. Damage to Storm Water Facilities. The Declarant shall at its sole
cost and expense be responsible for repairing any damage to storm water facilities
caused by the Developer's development activities. The Developer shall not be
responsible for damages to stormwater retention ponds and related facilities caused by
any other cause whatsoever, including but not limited to construction of residences or
other activities by Owners, their agents and contractors, upon their Lots, acts of God,
and the negligence of others. Lot Owners shall be responsible for damages to such
stormwater facilities caused by construction of buildings or other activities upon the
Owner's Lot. Each Owner, shall within 30 days after receipt of notice of damage to
stormwater facilities, repair the damage at the Owner's sole cost and expense to return
them to the state required by,the storm water plans and specifications for the Planned
Community. If the Lot Owner fails to do so within said 30-day period, the Association
shall perform the work and the cost of the work shall be added to the Annual
Assessment due from the Lot Owner.
SECTION 4. Enforcement Of Storm Water Runoff Regulations.
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number , as issued by
the Division of Water Quality under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the stormwater management
permit.
3. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
4. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place
16

without the concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 3500 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.
7. Each lot will maintain a 50 foot wide vegetated buffer between all impervious
areas and surface waters.
8. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through a variety of means including roof
drain gutters which drain to the street, grading the lot to drain toward the
street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
ARTICLE VIII
LOTS SUBJECT TO DECLARATION/ENFORCEMENT
SECTION 1. Lots Subiect to Declaration. The covenants and restrictions contained
in this Declaration are for the purpose of protecting the value and desirability of the
Planned Community and the Lots. All present and future Owners, tenants and occupants
of Lots and their guests or invitees, shall be subject to, and shall comply with the provisions
of the Declaration, and as the Declaration may be amended from time to time. The
acceptance of a deed of conveyance or the entering into of a lease or the entering into
occupancy of any Lot shall constitute an agreement that the provisions of the Declaration
are accepted and ratified by such Owner, tenant or occupant. The covenants and
restrictions of this Declaration shall run with and bind the land and shall bind any person
having at any time any interest or estate in any Lot, their heirs, successors and assigns, as
though such provisions were made a part of each and every deed of conveyance or lease,
for a term of twenty (20) years from the date this Declaration is recorded, after which time
they shall be automatically extended for successive periods of ten (10) years, unless
terminated by the Lot Owners.
SECTION 2. Enforcement and Remedies. The covenants and restrictions of this
Declaration shall inure to the benefit of and be enforceable (by proceedings at law or in
equity) by the Association, or the Owner of any Lot, their respective legal representatives,
heirs, successors and assigns. The Executive Board shall be entitled to enforce its Articles
of InLimited Liability Company, Bylaws and Rules and Regulations. In addition to the
remedies otherwise provided for herein concerning the collection of Assessments, the
following remedies shall be available:
A. Association to Remedy Violation. In the event an Owner (or other occupant of a
Lot) is in violation of or fails to perform any maintenance or other activities required by this
Declaration, the Association's Bylaws, Charter or Rules and Regulations, the Executive
Board, after 30-days notice, may enter upon the Lot and remedy the violation or perform
17

the required maintenance or other activities, all at the expense of the Owner. The full
amount of the cost of remedying the violation or performing such maintenance or other
activities shall be chargeable to the Lot, including collection costs and reasonable
attorneys' fees. Such amounts shall be due and payable within 30 days after Owner is
billed. If not paid within said 30 day period, the amount thereof may immediately be added
to and become a part of the Annual Assessment levied against said Owner's Lot. In the
event that any maintenance activities are necessitated to any Common or Limited Common
Elements by the willful act or active or passive negligence of any Owner, his family, guests,
invitees or tenants, and the cost of such maintenance, repair or other activity is not fully
covered by insurance, then, at the sole discretion of the Executive Board, the cost of the
same shall be the personal obligation of the Owner and if not paid to the Association upon
demand, may immediately be added to and become a part of the Annual Assessment
levied against said Owner's Lot.
B. Fines. The Association may in accordance with the procedures set forth in the
Act establish a schedule of and collect fines for the violation of this Declaration or of the
Association's Articles of Incorporation, Bylaws or Rules and Regulations. If an Owner
does not pay the fine when due, the fine shall immediately become a part of and be
added to the Annual Assessment against the Owner's Lot and may be enforced by
the Association as all other Assessments provided for herein.
C. Suspension of Services and Privileges. The Association may, in accordance
with the procedures set forth in the Act suspend all services and privileges provided by the
Association to an Owner (other than rights of access to Lots) for any period during which
any Assessments against the Owner's lot remain unpaid for at least 30 days or for any
period that the Owner or the Owners Lot is otherwise in violation of this Declaration or the
Association's Charter, Bylaws, or Rules and Regulations.
SECTION 3. Miscellaneous. Failure by the Association or by an Owner to
enforce any covenant or restriction herein contained shall in no event be deemed a
waiver of the right to do so thereafter. The remedies provided herein are cumulative and
are in addition to any other remedies provided by law.
ARTICLE IX:
GENERAL PROVISIONS
SECTION 2. Rights of Institutional Note Holders. Any institutional holder of a first
lien on a Lot will, upon request, be entitled to (a) inspect the books and records of the
Association during normal business hours, (b) receive an annual audited financial
statement of the Association within ninety (90) days following the end of its fiscal year, (c)
receive written notice of all meetings of the Association and right to designate a
representative to attend all such meetings, (d) receive written notice of any condemnation
or casualty loss that affects either a material portion of the Planned Community or the
property securing its loan, (e) receive written notice of any sixty-day (60) delinquency in
the payment of Assessments or charges owed by any Owner of any property which is
security for the loan, (f) receive written notice of a lapse, cancellation, or material
modification of any insurance policy or fidelity bond maintained by the Association, (g)
receive written notice of any proposed action that requires the content of a specified
18

percentage of mortgage holders, and (h) be furnished with a copy of any master
insurance policy.
SECTION 3. Utility Service. Declarant reserves the right to subject the Property
to contracts for the installation of utilities, cable TV and street lighting, which may require
an initial payment and/or a continuing monthly payment by the Owner of each Lot. Each
Lot Owner will be required to pay for any water connections, sewer connections, impact
fees or any other charges imposed by any entity furnishing water, sewer or other utility
service to the Lots. In the alternative, the Developer may collect such connection,
impact and other fees, and charges directly from the Lot Owners. All Lot Owners shall
be required, for household purposes, to use water and sewer supplied by the
companies/governmental units servicing the Planned Community. Separate water
systems for outside irrigation and other outdoor uses shall not be permitted without the
consent of the Architectural Control Committee.
SECTION 4. Severability. Invalidation of any one of these covenants or
restrictions by judgment or court order shall in no way affect any other provisions which
shall remain in full force and effect.
SECTION 5. Amendment of Declaration. Except in cases of amendments that
may be executed by the Declarant under this Declaration or by certain Lot Owners
under Section 47F-2-118(b) of the Act, this Declaration may be amended by affirmative
vote or written agreement signed by Owners of Lots to which at least sixty-seven percent
(67%) of the votes in the Association are allocated, or by the Declarant if necessary for
the exercise of any Special Declarant Right or development or other right reserved to
the Declarant herein.
SECTION 6. FHAA/A Approval. So long as there is Class B membership,
annexation of Additional Properties, dedication of Common Elements and amendments
to this Declaration must be approved by the Federal Housing Administration and/or the
Department of Veterans Affairs, as the case may be, if either of those agencies has
approved the making, insuring or guaranteeing of mortgage loans within the Planned
Community.
SECTION 7. North Carolina Planned Community Act. It is the intent of the
Declarant to comply with the requirements imposed on the Planned Community by the Act
and to the extent any of the terms of this Declaration violate the Act, the terms of the
Act shall control.
IN TESTIMONY WHEREOF, Declarant has caused this Declaration to be signed in its
corporate name by its president pursuant to authority of Declarant's Board of Directors as of the
day and year first above written.
WFDC, LLC
MR
19

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, a Notary Public, certify that
personally came before me this day and
acknowledged that he/she is the Vice President of WFDC, LLC, a Limited Liability
Company, and that he, as Vice President, being authorized to do so, executed the foregoing
on behalf of said Limited Liability Company.
Witness my hand and seal, this the day of , 2012.
My commission expires
(SEAL)
20

REALTORW
CommercialA//iance
REALToRe North Carolina Association
of REALTORSe
AGREEMENrr FOR PURCHASE AND SALE OF REAL PROPERTY
THIS AGREEMENT, including any and all addenda attached hereto ("Agreement"). is by and between
W F17G L LG
a(n),N.G l:.s.,r _ t..t ls_l.%o .i„--ra..wv _ _ ("Boyce), and
a(n) A/-e. f. ,r�r' I,:L:I.i fi un. ("Shcet").
(individual or Stateoffondafion tvdeofentitvl
FOR AND IN CONSMERATION OF THE MUTUAL PROMISES.SEf FORTH H8REIN AND OTHER GOOD AND VALUABLE
CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICH ARE HEREBY ACINOW[EDGED, THE PARTIES
HERETO AGREE AS FOLLOWS:
Section 1. Terms and Definitions: The terms listed below shall have the respective meaning given them as set forth adjacent to each
term.
(a) nr�n.Yt_�_ (Address) O 1 oL tJi l4e A/a r bn,-r NV<.-7 f-knwn_ �, Covep AILA
�.c�rnLnk
Plat Reference Lots) , Block or Section , as shown on Plat Book or Slide
County concistingo of _actei
"11-f this box is checked, "Propertyr' shall mean that property described on EThbit A attached hereto and incorporated
herewith by reference,
(For information purposes: n the tax panel number of the Property is: ;
and, (u) some or all of the Property, consisting ofapproximately acres, is described in Deed Book
Page No. County.)
together with all buildings and improvements thereon and all fixtures and appurtenances thereto and all personal property, if any,
. itemized on Exhibit A.
a _ _ (b)-Purchase shall mean the sum of
Dollars,
payable on thefollowing terms:
(i) "Earnest Money; " shall mean e�v'4 Dollars
or terms as follows:
Upon this Agreement becoming a contract in accordance with Section 14, the Earnest Money shall be
promptly deposited in escrow with AIA (name of
persontentity with whom deposited), to be applibd as pact payment of the Purchase Price of the Property at
Closing, or disbursed as agreed upon under the provisions of Section 10 herein.
Page tof8 ECE0VE
This form jointly approved by. SEP 2-0 2012 ARDFORM580-T
North Carolina Bar Association Revised In011
iouatoR" North Carolina /�/ on of REALTORS&, Inc. 712011
Buyer Initials , II /� �"Seller Initials BY:
Mvm rlvi®mtiec l]OrWar/udc Rod Y(dmierpgNC26lOr lYmcflO.]Q26T6 E¢914Y�26V! ie
- IrA ReL - FiaduoeC MN.aVEum®6yypWp�c 7EOt0E�en rBe RuaJ. ria90r. tiC4+"� rwr.:.a....:.mm

❑ ANY EARNEST MONEY DEPOSITED BY BUYER IN A TRUST ACCOUNT MAY BE
PLACED IN AN INTEREST BEARING TRUST ACCOUNT, AND: (check --only ONE box)
❑ ANY INTEREST EARNED THEREON SHALL BE APPLIED AS PART. PAYMENT OF
THE PURCHASE PRICE OF THE PROPERTY AT CLOSING, OR DISBURSED AS AGREED
UPON UNDER THE PROVISIONS OF SECTION 10 HEREIN % (Buyer's Taxpayer Identification
Number is: )
❑ ANY INTEREST EARNED THEREON SHALL BELONG TO THE ACCOUNT HOLDER
IN CONSIDERATION OF THE EXPENSES "INCURRED BY 11fAU�TAIt�ING SUCH ACCOUNT
AND RECORDS ASSOCIATED THEREWITH.
$ (u) Proecedc of a new loan in the amount of
Dollars
for a term of years, with an amortization period not to exceed years, at an interest rate
not to exceed % per annum with mortgage loan discount points not to exceed %
of the loan amount, or such other terms as may be set forth on Exhibit B. Buyer shall pay all costs
associated with any such loan.
• :.l Td:ve.-o „r . ,,,,,,,,,tn, ry note secured by a deod of tmst, said promissory note in the amount of
n / Dollars
being payable over a tam of ->e years, with an amornaa.on period of years, payable in
.. monthly installments of principal, together with accrued interest on the outstanding Principalbalanceat
the rate of percent (_ %) per annum in the
amount of $ , with the first principal payment beginning on the first day of the
month next succeeding the date of Closing, or such other terms as may be set forth on Exhibit B. At any
time, the promissory note may be prepaid in whole or in part without penalty and without further interest
on the amounts prepaid from the date of such prepayment (NOTE: In the event of Buyers subsequent
default upon a promissory note and deed of trust given hereunder, Sellers remedies may be limited
to foreclosure of the Property. H the deed of trust given hereunder is subordinated to senior
financing, the material terms of such financing must be set forth on Exhibit B. H such senior
financing is subsequently foreclosed, the Seller may have no remedy to recover under the note.)
$ (iv) Assmmption of that unpaid obligation of Seller secured by a deed of tout on the Property, such
.. obligation having an outstanding principal balance of $ and evidenced
by a note bearing interest at the rate of percent
( Va) per annum and a current payment amount of $ The obligations
of Buyer under this Agreement are conditioned upon Buyer being able to assume the existing loan
described above. If such assumption requires the lenders approval Buyer agrees to use its best efforts to
secure such approval and to advise Seller immediately upon receipt of the lender's decision. Approval
must be granted on or before . On or before this date, Buyer has the right
to terminate this Agreement for failure to be able to assume the town descnbed above by delivering to
Seller written notice of termination by the above date, time being of the essence. If Buyer delivers such
... notice, this Agreement stall be null and void and Earnest Money shall be refunded to Buyer. If Buyer
faits to deliver such notice, then Buyer will be deemed to have waived die loan condition. Unless
provided otherwise in Section 3 hemol; Buyer shall pay all fees and costs associated with any such
assumption, including any assumption fee charged by the tender. At or before Closing, Seller shall assign
to Buyer all interest of Seller in any cement reserves or escrows held by the tender, any property
management company and/or Setts, including but not limited to any tenant improvement reserves,
leasing commission reserves, security deposits and operating or capital reserves for which Seller shall be
credited said amounts at Closing.
01 t :ash. h,12u. - of Purchase Price, at Closing in the amount of
Dollars
Page 2of8
Buyer' Initials Seller Initials {/ STANDARD FORMS80 T
Revised 112011
® V2011
I'mdwad vPoh VPF ..9 by44niprx 18070 Me. MA. Road. Fraser. Mitlh�g. 48026 Tat

(c) V" shall mean the date and time of recording of the deed_ Closing shall occur on or before
lYie:,%br 137- Zot L or i✓/A
(d) "Contract Date" means the date this Agreement has been fully executed by both Buyer and Seller.
(e) "Examination " shall mean the period beginning on the Contract Date and extending through
�eu�hx 1i7A/2
TIMELY OF THE ESSENCE AS TO THE EXAMINATIONPERLOD.
(9)
mean:
Acting as: ❑ Seller's Agent; Q Dual Agent
and _ )VIA
Acting as: Q Buyer's Agent ❑ Selices (Sub) Agent;
G
except as same may be changed pursuant to Section 12.
(h) "Rw's NMAdd shall be as follows:
P-fl- 13�n 3GY�J Gar/wii�fo+
('Listing Agency"),
("Listing Agent" - License # )
("Selling Agency"),
("Selling AgeaC- License # )
Dual Agent
except as same may be changed pursuant to Section 12.
(i) If this block is marked, additional tams of this Agreement are set forth on Exhibit B attached hereto and incorporated herein
by reference. (Note: Under North Carolina law, real estate agents are not permitted to draft conditions or contingencies
to this Agreement.)
Section 2. Sale of Property and Payment of Purchase Price: Sella agrees to sell and Buyer agrees to buy the Properly for the
Purchase Price.
Section 3. Proration of Expenses and Payment of Costs: Seller and Buyer agree that all property taxes (on a calendar year basis),
leases, rents, mortgage payments and utilities or any other assumed liabilities as detailed on attached Exhibit B, if any, shall be
prorated as of the date of Closing. Seller shall pay for preparation of a deed and all other documents necessary to perform Seller's
obligations under this Agreement, excise tax (revenue .stamps), any deferred or rollback taxes, and other conveyance fees or taxes
required bylaw, and the following: , ,
�^Q _ Page 3of8
Buyer Initials V Sellerinitials
Reduced with =PFMV& by zV-OgM 18070 Ft teen Mile Road. Fraser. Middgm d8M WMMM u� Ok a
STANDARD FORM S80-T
Revised 1/2011
® 71"11
Tat

Buyer shall pay recording costs, costs of any title search, title insurance, survey, the cost of any inspections or investigations
undertaken by Buyer under this Agreement and the following: A -
Each party shall pay its own attorney's fees.
Section 4. Deliveries: Seller agrees to use best efforts to deliver to Buyer as soon as reasonably possible after the Contract Date copies
of all information relating to the Property in possession of or available to Seller, including but not limited to: title insurance policies,
surveys and copies of all presently effective warranties or service contracts related to the Property. Seller authorizes (1) any attorney
presently or previously representing Seller to release and disclose any title insurance policy in such attorney's file to Buyer and both
Buyers and Seller's agents and.attomeys; and (2) the Property's title insurer or its agent to release and disclose all materials in the
Property's title insurer's (or title insurers agent's) file to Buyer and both Buyer's and Sellers agents and attorneys. If Buyer does not
consummate the Closing for any reason other than Seller default, then Buyer shall return to Seller all materials delivered by Seller to
Buyer pursuant to this Section 4 (or Section 7, if applicable), if any, and shall, upon Sellers request, provide to Seller copies of (subject
to the ownership and copyright interests of the preparer thereof) any and all studies, reports, surveys and other information relating
directly to the Property prepared by or at the request of Buyer, its employees and agents, and shall deliver to Seller, upon the release of
the Earnest Money, copies of all of the foregoing without any warranty or representation by Buyer as to the contents, accuracy or
correctness thereof.
Section S. Evidence of Title: Seller agrees to convey fee simple marketable and insurable title to the Property free and clear of all
liens, encumbrances and defects of title other than: (a) zoning ordinances affecting the Property, (b) I.e = (if applicable) and (c)
matters of record existing at the Contract Date that are not objected to by Buyer prior to the end of the Examination Period ("Permitted
Exceptions"); provided that Seller shall be required to satisfy, at or prior to Closing, any encumbrances that may be satisfied by the
payment of a fired sum of money, such as deeds of trust, mortgages orstatutoryliens. Seller shall not enter into or record any
instrument that affects the Property (or any personal property listed on Exhibit A) after the Contract Date without the prior written
consent of Buyer, which consent shall not be unreasonably withheld, conditioned or delayed
Section 6. Conditions: This Agreement and the rights and obligations of the parties under this Agreement are hereby made expressly
conditioned upon fulfillment (or waiver by Buyer, whether explicit or implied) of the following conditions:
(a) New Loan: The Buyer must be able to obtain the loan, if any, referenced in Section l ftii). Buyer must be able to obtain
a firm commitment for this loan on or before /V /'4 , effective through the date of Closing.
Buyer agrees to use its best efforts to secure such commitment and to advise Seller immediately upon receipt of lenders decision. On or
before the above date, Buyer has the right to terminate this Agreement for failure to obtain the loan referenced in Section l(b)(ii) by
delivering to Seller written notice of termination by the above date, lime being of the essence. If Buyer delivers such notice, this
Agreement shall be null and void and Earnest Money shall be refunded to Buyer. If Buyer fails to deliver such notice, then Buyer will
be deemed to have waived the loan condition_ Notwithstanding the foregoing, after the above date, Seller may request in writing fiom
Buyer a copy of the commitment letter. If Buyer fails to provide Seller a copy of the commitment letter within five (5) days of receipt
of Seller's request, then Seller may terminate this Agreement by written notice to Buyer at any time thereafter, provided Seller has not
then received a copy of the commitment letter, and Buyer shall receive a return of Earnest Money.
(b) Qualification for Financing: If Buyer is to assume any indebtedness in connection with payment of the Purchase Price,
Buyer agrees to use its best efforts to qualify for the assumption. Should Buyer fail to qualify, Buyer shall notify Seller in writing
immediately upon lenders decision, whereupon this Agreement shall terminate, and Buyer shall receive a return of Earnest Money.
(c) Title Examination: After the Contract Date, Buyer shall, at Buyers expense, cause a title examination to be made of the
Property before the end of the Examination Period In the event that such title examination shall show that Sellces title is not fee
simple marketable and insurable, subject only to Permitted Exceptions, then Buyer shall promptly notify Seller in writing of all such
title defects and exceptions, in no case later than the end of the Examination Period, and Seller shall have thirty (30) days to cure said
noticed defects. If Seller does not cure the defects or objections within thirty (30) days of notice thereof, then Buyer may terminate this
Agreement and receive a return of Earnest Money (notwithstanding that the Examination Period may have expired). If Buyer is to
purchase title insurance, the insuring company must be licensed to do business in the state in which the Property is located Title to the
Property must be insurable at regular rates, subject only to standard exceptions and Permitted Exceptions.
(d) Same Condition- If the Property is not in substantially the same condition at Closing as of the date of the offer,
reasonable wear and tear excepted, then the Buyer may (i) terminate this Agreement and receive a return of the Eames( Money or (it)
proceed to Closing whereupon Buyer shall be entitled to receive, in addition to the Property, any of the Sellers insurance proceeds
payable on account of the damage or destruction applicable to the Property.
' �, ^' Page 4 of 8
Buyer Initials Vt/W Seller Initials �[I/'y STANDARD FORM580-T
Revised 1/2011
® 712011
Pmduoed wnh VVFOM* byrlpLogix 18070 Fuser t,Lle Road. Fraser. x eV= 48M m arum Tat

(c) inspections: Buyer, its agents or representatives, at Buyers expense and at reasonable times during normal business
hours, shall have the right to enter upon the Property for the purpose of inspecting, examining, performing soil boring and other testing,
conducting limber cruises, and surveying the Property. Buyer shall conduct all such on -site inspections, examinations, soil boring and
other testing, timber cruises and surveying of the Property in a good and workmanlike manner, shall repair any damage to the Property
caused by Buyers entry and on -site inspections and shall conduct same in a manner that does not unreasonably interfere with Sellers or
any tenant's use and enjoyment of the Property. In that respect, Buyer shall make reasonable efforts to undertake on -site inspections
outside of the hours any tenant's business is open to the public and shall give prior notice to any tenants of any entry onto any tenant's
portion of the Property for the purpose of conducting inspections. Upon Seller's request, Buyer shall provide to Seller evidence of
general liability insurance. Buyer shall also have a right to review and inspect all contracts or other agreements affecting or related
directly to the Property and shall be entitled to review such books and records of Seller that relate directly to the operation and
maintenance of the Property, provided, however, that Buyer shall not disclose any information regarding this Property (or any tenant
therein) unless required by law and the same shall be regarded as confidential, to any person, except to its attorneys, accountants,
lenders and other professional advisors, in which case Buyer shall obtain their agreement to maintain such confidentiality. Buyer
assumes all responsibility for the acts of itself, its agents or representatives in exercising its rights under this Section 6(e) and agrees to
indemnify and hold Seller harmless from any damages resulting therefrom. This indemnification obligation of Buyer shall survive the
Closing or earlier termination of this Agreement. Buyer shall, at Buyers expense, promptly repair any damage to the Property caused
by Buyer's entry and on -site inspections. Except as provided in Section 6(c) above, Buyer shall have from the Contract Date through
the end of the Examination Period to perform the above inspections, examinations and testing. IF BUYER CHOOSES NOT TO
PURCHASE THE PROPERTY, FOR ANY REASON OR NO REASON, AND PROVIDES WRITTEN NOTICE TO SELLER
THEREOF PRIOR TO THE EXPIRATION OF THE EXAMINATION PERIOD, THEN THIS AGREEMENT SHALL
TERMINATE, AND BUYER SHALL RECEIVE A RETURN OF THE EARNEST MONEY.
Section 7. Leases (Check one of the following, as applicable):
cif this box is checked, Seller affirmatively represents and warrants that there are no Leases (as hereinafter defined)
affecting the Property.
O If this box is checked, Seller discloses that there are one or more leases affecting the Property (oral or written, recorded
or not - "Leases") and the following provisions are hereby made a part of this Agreement.
(a) All Leases shall be itemized on Exhibit B;
(b) Seller shall deliver copies of any Leases to Buyer pursuant to Section 4 as if the Leases were listed therein;
(c) Seller represents and warrants that as of the Contract Date there are no current defaults (or any existing situation which,
with the passage of time, or the giving of notice, or both, or at the election of either landlord or tenant could constitute a default) either
by Seller, as landlord, or by any tenant under any Lease ("Lease Default"). In the event there is any Lease Default as of the Contract
Date, Seller agrees to provide Buyer with a detailed description of the situation in accordance with Section 4. Seller agrees not to
commit a Lease Default as Landlord after the Contract Date, and agrees further to notify Buyer immediately in the event a Lease
Default arises or is claimed, asserted or threatened to be asserted by either Seller or a tenant under the Lease.
(d) In addition to the conditions provided in Section 6 of this Agreement, this Agreement and the rights and obligations of
the parties under this Agreement are hereby made expressly conditioned upon the assignment of Sellers interest in any Lease to Buyer
in form and content acceptable to Buyer (with tenant's written consent and acknowledgement, if required under the Lease), and Seller
agrees to use its best efforts to effect such assignmenL Any assignment required under this Section 7 shall be requited to be delivered
at or before Closing by Seller in addition to those deliveries required under Section 1 I of this Agreement.
(e) Seller agrees to deliver an assignment of any Lease at or before Closing, with any security deposits held by Seller under any
Leases to be transferred or credited to Buyer at or before Closing. Seller also agrees to execute and deliver (and work diligently to
obtain any tenant 'signatures necessary for same) any estoppel certificates and subordination, nondisturbance and attomment
agreements in such form as Buyer may reasonably request
Section 8. Environmental: Seller represents and warrants that it has no actual knowledge of the presence or disposal, except as in
accordance with applicable law, within the buildings or on the Property of hazardous or toxic waste or substances, which are defined as
those substances, materials, and wastes, including, but not limited to, those substances, materials and wastes listed in the United States
Department of Transportation Hazardous Materials Table (49 CFR Part 172.101) or by the Environmental Protection Agency as
hazardous substances (40 CFR Part 302A) and amendments thereto, or such substances, materials and wastes, which arc or become
regulated under any applicable local, state or federal law, including, without limitation, any material, waste or substance which is (i)
petroleum, (ii) asbestos, (iii) polychlorinated biphenyls, (iv) designated as a Hazardous Substance pursuant to Section 311 of the
�/l� Ptag� 5 of
Buyer Initials " v ' �/ Seller Initials \ / I / t�� STANDARD FORM 580-T
Revised I/1011
® 7/2011
ProdLMd with by Mtogk IW70 Rfteen We Road. Fraser. Midrgan 48M nmer rU agtK a Ten

Clean Water Act of 1977 (33 U.S.C. §1321) or listed pursuant to Section 307 of the Clean Water Act of 1977 (33 U.S.C. §1317), (v)
defined as a hazardous waste pursuant to Section 1004 of the Resource Conservation and Recovery Act of 1976 (42 U.S.C. §6903) or
(vi) defined as a hazardous substance pursuant to Section 101 of the Comprehensive Environmental Response, Compensation and
Liability Act of 1980 (42 U.S.C. §9601): Seller has no actual knowledge of any contamination of the Property from such substances as
may have been disposed of or stored on neighboring tracts.
Section 9. Risk of Loss/Damage/Repair: Until Closing, the risk of loss or damage to the Property, except as otherwise provided
herein, shall be home by Seller. Except as to maintaining the Property in its same condition, Seller shall have no responsibility for the
repair of the Property, including any improvements, unless the parties hereto agree in writing.
Section 10. Earnest Money Disbursement: In the event that any of the conditions hereto are not satisfied, or in the event of a breach
of this Agreement by Seller, then the Earnest Money shall be returned to Buyer, but such return shall not affect any other remedies
available to Buyer for such breach. In the event this offer is accepted and Buyer breaches this Agreement, than the Earnest Money shall
be forfeited, but such forfeiture shall not affect any other remedies available to Seller for such breach. NOTE: In the event of a dispute
between Seller and Buyer over the return or forfeiture of Earnest Money held in escrow by a licensed real estate broker, the broker is
required by state law to retain said Earnest Money in its trust or escrow account until it has obtained a written release from the parties
consenting to its disposition or until disbursement is ordered by a court of competent jurisdiction, or alternatively, the party holding the
Earnest Money may deposit the disputed monies with the appropriate clerk of court in accordance with the provisions of N.C.G.S.
§93A-12.
Section 11. Closing: At or before Closing, Seller shall deliver to Buyer a general warranty deed unless otherwise specified on Exhibit
B and other documents customarily executed or delivered by a seller in similar transactions, including without limitation, a bill of sale
for any personalty listed on Exhibit A, an owner's affidavit, lien waiver forms and a non -foreign status affidavit (pursuant to the
Foreign Investment in Real Property Tax Act), and Buyer shall pay to Seller the Purchase Price. At Closing, the Earnest Money shall be
applied as part of the Purchase Price, The Closing shall be conducted by Buyees attorney or handled in such other manner as the parties
hereto may mutually agree in writing. Possession shall be delivered at Closing, unless otherwise agreed herein.. The Purchase Price and
other funds to be disbursed pursuant to this Agreement shall not be disbursed until Closing has taken place.
Section 12. Notices: Unless otherwise provided herein, all notices and other communications which may be or are required to be given
or made by any party to the other in connection herewith shall be in writing and shall be deemed to have been properly given and
received on the date delivered in person or deposited in the United States mail, registered or certified, return receipt requested, to the
addresses set out in Section 1(g) as to Seller and in Section 1(h) as to Buyer, or at such other addresses as specified by written notice
delivered in accordance herewith_
Section 13. Entire Agreement: This Agreement constitutes the sole and entire agreement among the parties hereto and no
modification of this Agreement shall be binding unless in writing and signed by all patties hereto.
Section 14. Enforceability: This Agreement shall become a contract when signed by both Buyer and Seller and such signing is
communicated to both parties; it being expressly agreed that the notice described in Section 12 is not required for effective
communication for the purposes of this Section 14. This Agreement shalt be binding upon and inure to the benefit of the parties, their,
.heirs, successors and assigns and their personal representatives.
Section 15. Adverse Information and Compliance with Laws:
(a) Sell et Knowledge: Seller has no actual knowledge of (i) condemnation(s) affecting or contemplated with respect to the
Property; (ii) actions, suits or proceedings pending or threatened against the Property; (iii) changes contemplated in any applicable
laws, ordinances or restrictions affecting the Property; or (tv) governmental special assessments, either pending or confirmed, for
sidewalk, paving, water, sewer, or other improvements on or adjoining the Property, and no pending or confirmed owners' association
special assessments, except as follows (Insert 'None or the identification of any matters relating to (1) through (iv) above, if any):
Note: For purposes of this Agreement, a "confirmed" special assessment is defined as an assessment that has been approved by a
governmental agency or an owners' association for the purpose(s) stated, whether or not it is fully payable at time of closing. A
"pending" special assessment is defined as an assessment -that is under formal consideration by a governing body. Seller shall pay all
owners' association assessments and all governmental assessments confirmed as of the date of Closing, if any, and Buyer shall take title
subject to all pending assessments disclosed by Seller herein, if any.
Seller represents that the regular owners' association dues, if any, are S '1V'1/e per
Page 6 of 8
Buyer Initials Seller Initials STANDARD FORM S80-T
Revised M011
® 72011
Produced with mpF—r& M'zipl-o& 18070 Fdteen Lee Road, Frier. Mi mgm 480M w 210mir� Tcst

(b) Compliance, awe: To Sellers actual knowledge, (i) Seller has complied with all applicable laws, ordinances, regulations,
statutes, rules and restrictions pertaining to or affecting the Property; (ii) performance of the Agreement will not result in the breach of,
constitute any default under or result in the imposition of any lien or encumbrance upon the Property under any agreement or other
instrument to which Seller is a party or by which Seller or the Property is bound; and (iii) there are no legal actions, suits or other legal
or administrative proceedings pending or threatened against the Property, and Seller is not aware of any fads which might result in any
such action, suit or other proceeding.
Section 16. Survival of Representations and Warranties: All representations, warranties, covenants and agreements made by the
parties hereto shall survive the Closing and delivery of the deed. Seller shall, at or within six (6) months after the Closing, and without
further consideration, execute, acknowledge and deliver to Buyer such other documents and instruments, and take such other action as
Buyer may reasonably request or as may be necessary to more effectively transfer to Buyer the Property described herein in accordance
with this AgreemeaL
.Section 17. Applicable Law: This Agreement shall be construed under the laws of the state in which the Property is located. This form
has only been approved for use in North Carolina.
Section 18. Assignment: This Agreement is freely assignable unless otherwise expressly provided on Exhibit B.
Section 19. Tax -Deferred Exchange: In the event Buyer or Seller desires to effect a tax -deferred exchange in connection with the
conveyance of the Property, Buyer and Seller agree to cooperate in effecting such exchange; provided, however, that the exchanging
party shall be responsible for all additional costs associated with such exchange, and provided further, that a non -exchanging party
shall not assume any additional liability with respect to such tax -deferred exchange. Seller and Buyer shall execute such additional
documents, at no cost to the non -exchanging party, as shall be required to give effect to this provision.
Section 20. Memorandum of Contract- Upon request by either party, the parties hereto shall execute a memorandum of contract in
recordable form setting forth such provisions hereof (other than the Purchase Price and other sums due) as either party may wish to
incorporate. Such memorandum of contract shall contain a statement that it automatically terminates and the Property is released from
any effect thereby as of a specific date to be stated in the memorandum (which specific date shall be no later than the date of Closing).
The cost of recording such memorandum of contract shall be borne by the party requesting execution of same.
Section 21. Authority: Each signatory to this Agreement represents and warrants that he or she has full authority to sign this
Agreement and such instruments as may be accessary to effectuate any transaction contemplated by this Agreement on behalf of the
party for whom he or she signs and that his or her signature binds such party.
Section 22. Brokers: Except as expressly provided herein, Buyer and Seller agree to indemnify and hold each other harmless from
any and all claims of brokers, consultants or real estate agents by, through or under the indemnifying patty for fees or commissions
arising out of the sale of the Property to Buyer. Buyer and Seller represent and warrant to each other that (i) except as to the Brokers
designated under Section I(f) of this Agreement, they have not employed nor engaged any brokers, consultants or real estate agents to
be involved in this transaction and (u) that the compensation of the Brokers is established by and shall be governed by separate
agreements entered into as amongst the Brokers, the Buyer and/or the Seller.
❑ EIFS/SYNTHETIC STUCCO: if the adjacent box is checked, Seller discloses that the Property has been clad previously
(either in whole or in part) with an "exterior insulating and finishing system" commonly known as "EIFS" or "synthetic stucco". Seller
makes no representations or warranties regarding such system and Buyer is advised to make its own independent determinations with
respect to conditions related to or occasioned by the existence of such materials at the Property.
THE NORTH CAROLINA ASSOCIATION OF REALTORSO, INC. AND THE NORTH CAROLINA BAR ASSOCIATION MAKE
NO REPRESENTATION AS TO THE LEGAL VALIDITY OR ADEQUACY OF ANY PROVISION OF THIS FORM IN ANY
SPECIFIC TRANSACTION. IF YOU DO NOT UNDERSTAND THIS FORM OR FEEL THAT IT DOES NOT PROVIDE FOR
YOUR LEGAL NEEDS, YOU SHOULD CONSULT A NORTH CAROLINA REAL ESTATE ATTORNEY BEFORE YOU SIGN
IT.
Page 7 of 8
Buyer Initials �IL Seller Laitialt ,1/A1[ =
Produced wan zpFo meta byz p-oglx 18070 Fift rn Mile Road, Fraser. Kd4gm t=6 rm .o=�
STANDARD FORM S80-T
Revised 1/2011
®7/2011
Test

BUYER:
Individual -
Date:
Date:
Business Entity
biFnC-, ttc
of Entity)
By- .,
Name:
Title: / t Ljv
Date: i— l K- l Z
SELLER:
Individual
Date:
Date-
Business Entity
C 2&K paq, ati
GL/
By.
Name: / i -
Title• Mwe rr
Date: �E /A{ / 7i
The undersigned hereby acknowledges receipt of the Earnest Money set forth herein and agrees to hold said Earnest Money in
.accordance with the terms hereoL
y /
(Name of Firm)
Date: By:
Page 8 of 8
Pmduoed wah zVfonnS byzyingm 18070 FMeen Mae Road. Fraser. Middgan 480M lromers of
STANDARD FORM SWT
Revised 12011 .
0 7/2011
Tat

EXHIBIT A
Tract 1 and Tract 3 as shown on the plat of survey entitled "Minor Division and
Recommendation Plat Cameron Company, LLC Carolina Coast Holdings, LLC' prepared by
Hanover Design Services, P.A. dated September 18, 2007 and recorded in Map Book 52 Page
118 of the New Hanover County Registry.

EXHIBIT B
All principal and accrued interest at 6% compounded per annum shall be paid on or before 24
months from the date of closing. A lot release fee of $ 16,000 will be paid by Buyer at each lot
sale and seller will release from the Deed of Trust each sold lot upon receipt of the lot release
fee.

RETURNED TO
J'cJfns, O'k.t.c_
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
2DW29509
FOR REOISTMTION REGISTER OF DEEDS
PERECCA P SMITH
NEW HANOVER COUNTY. NC
2008 JUL 14 09:44 15 M
BK:5330 PG 2843-2847 FEE 523.00
XTRlN9Ewt I P0XIM
Tax Parcel No.: RD5000-001-002-000
R05000-001-001-000
THIS DEED, made and entered into this llth day of July, 2008, by and
between CAMERON COMPANY, L.L.C., a North Carolina limited liability
company, RACHEL C. CAMP (formerly Rachel C. Fox, acting by and through her
attorney -in -fact, William H. Cameron), and husband, JOHN M. CAMP, JR.
(acting by and through his attorney -in -fact, William H. Cameron), of
Franklin, Virginia, and RACHEL CAMERON MacRAE (divorced, acting by and
through her attorney -in -fact, William H. Cameron), of New Hanover County,
North Carolina, parties of the first part; and CRR PROPERTIES, L.L.C., a
North Carolina limited liability company, whose mailing address is P.O. Box
3649, Wilmington, NC 28406, party of the second part;
W I T N E S S E T H:
That the said parties of the first part, in consideration of TEN
($10.00) DOLLARS and other good and valuable considerations to them in hand
paid, the receipt of which is hereby acknowledged, have given, granted,
bargained, and sold, and by these presents do give, grant, bargain, sell
and convey unto the said party of the second part, its successors and
assigns, all that certain real estate lying and being in New Hanover
County, North Carolina, bounded and described as follows, to -wit:
All of Tract 1 and Tract 3 as shown on a map entitled "Minor Division
and Recombination Plat Cameron Company, LLC Carolina Coast Holdings,
LLC", recorded in Map Book 52, Page 118 of the New Hanover County
Registry, reference to which map is hereby made for a more particular
and detailed description.
Subject to 2008 taxes, and easements and restrictions of record
applicable to the above property, if any.
Together with all and singular the lands, tenements, easements, and
appurtenances thereunto belonging or in anywise appertaining. _
SGSr " lam.
It
SEP 2 0 2012
1 ��

TO HAVE AND TO HOLD the aforesaid real estate and all privileges and
appurtenances thereunto belonging to the said party of the second part, its
successors and assigns, Forever.
And the said parties of the first part do covenant that they are
seized of said premises in fee and have the right to convey the same in fee
simple; that the same are free from encumbrances, except as stated above;
and that they will WARRANT and DEFEND the said title to the same against
the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the said Cameron Company, L.L.C., has caused this
instrument to be executed under seal in its company name by two of its
Managers, who have hereunto set their hands and seals, and the said Rachel
C. Camp (formerly Rachel C. Fox, acting by and through her attorney -in -
fact, William H. Cameron) and husband John M. Camp, Jr. (acting by and
through his attorney -in -fact, William H. Cameron), and Rachel Cameron
MacRae (acting by and through her attorney -in -fact, William H. Cameron),
have hereunto set their hands and seals, as of day and year first above
written.
CAMERON COMPANY, L.C.
Manager r
By ILL(SEAL)
Manager
RACHEL C. C
(SEAL)
By
(SEAL)
ill am Cameron, her
attorney -in -fact
JOHN
M. C P,
(SEAL)
By
(SEAL)
Williab H. Cameron,
attorney -in -fact
RACHEL���O�cRAE
(SEAL)
By�(SEAL)
Willian H. Cameron, her
attorney -in -fact
2

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, 7�$enno S•�l vCAQa a Notary Public of the County
of }! and State of North Carolina, do hereby certify
that w,ll,o,., 4F. .. .. and Managers of CAMERON
COMPANY, L.L-C., a North Carolina manager -managed limited liability
company, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS, my hand and official stamp or seal this the 1\H" day of July,
2008.
Notary tublic
n � gcei,ut I1111!l!!r
Printed Name of Notary ` R� P'�R��i�
`�_ G .
-
My Commission Expires: yNOTARY-II-]el\ "'� PUBLIC
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, 3, a Notary Public of
rat, 1-1_s,.o per County, North Carolina, do hereby certify that WILLIAM
H. CAMERON, attorney -in -fact for RACHEL C. CAMP personally appeared before
me this day, and being by me duly sworn, says that he executed the
foregoing and annexed instrument for and in behalf of RACHEL C. CAMP and
that his authority to execute and acknowledge said instrument is contained
in an instrument duly executed, acknowledged, and recorded in the office of
the Register of Deeds of New Hanover County, North Carolina, in Book 1455,
Page 330 on the 9th day of May, 1989, and that this instrument was executed
under and by virtue of the authority given by said instrument granting him
power of attorney; that the said WILLIAM H. CAMERON acknowledged the due
execution of the foregoing and annexed instrument for the purposes therein
expressed for and in behalf of the said RACHEL C. CAMP.
WITNESS, my hand and official stamp or seal this the 1� day of July,
2008.
Notary Ablic
�CY\1�0. �•�nC p..JG
Printed Name of Notary Public
My commission expires: 44-11-doll `��\+MA j I04Ro,_,
NOTARY =
'PUBLIC
�,'�l��t
CO

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, n a•�nrp�1C , a Notary Public of
anew iin.o" r County, North Carolina, no hereby certify that WILLIAM
H. CAMERON, attorney -in -fact for JOHN M. CAMP, JR., personally appeared
before me this day, and being by me duly sworn, says that he executed the
foregoing and annexed instrument for and in behalf of JOHN M. CAMP, JR.,
and that his authority to execute and acknowledge said instrument is
contained in an instrument duly executed, acknowledged, and recorded in the
office of the Register of Deeds of New Hanover County, North Carolina, in
Book 1455, Page 331 on the 4th day of May, 1989, and that this instrument
was executed under and by virtue of the authority given by said instrument
granting him power of attorney; that the said WILLIAM H. CAMERON
acknowledged the due execution of the foregoing and annexed instrument for
the purposes therein expressed for and in behalf of the said JOHN M. CAMP,
JR.
WITNESS, my hand and official stamp or seal this the It day of July,
2008.
J
Notary Public
Printed
inted Name of Notary Publi$?�R I, 611
My commission expires: 44-II-701\ = NOTARY
PUBLIC=
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, �� �. �ardae a Notary Public of
IJew IIn . uer County, North Carolina, do hereby certify that WILLIAM
H. CAMERON, attorney -in -fact for RACHEL CAMERON MacRAE (divorced)
personally appeared before me this day, and being by me duly sworn, says
that he executed the foregoing and annexed instrument for and in behalf of
RACHEL CAMERON MacRAE, and that his authority to execute and acknowledge
said instrument is contained in an instrument duly executed, acknowledged,
and recorded in the office of the Register of Deeds of New Hanover County,
North Carolina, in Book 1545, Page 699 on the 25th day of April, 1991, and
that this instrument was executed under and by virtue of the authority
given by said instrument granting him power of attorney; that the said
WILLIAM H. CAMERON acknowledged the due execution of the foregoing and
annexed instrument for the purposes therein expressed for and in behalf of
the said RACHEL CAMERON MacRAE.
WITNESS, my hand and official stamp or seal this the 1_L`day of July,
2008.
otary 06blic
Printed Name of Notary Publi���- , I p,a0
ZZO _
My commission expires: H-II';Z01\ - NOTARY
PUBLICi`

:At0
Ri Illl�•���
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
HYYf4RMHRHfY11RY/I fYYi'iHIII(IYHIRHii4YRYfHY'1iiH'kIYRHHR1YYfi'YMtYf YYRHIHHHHRHIHYIYIHHHHHHMkIIHf11RRi1
Filed For Registration: 071M008 09:44:15 AM
Book: RE 5330 Page: 2843-2847
Document No.: 2008029509
DEED 5 PGS $23.00
Recorder: JOHNSON, CAROLYN
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2008029509* OCRQEWOF
2008029509

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
September 18, 2012
Ms. Georgette Scott, Stormwater Supervisor
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: New Submittal
High Density Storm Water Project
Wildflower subdivision
New Hanover County
HDS Project No. 10010
Dear Georgette:
Please find:
• A check for $505.00
• One application and one copy
• One Wet Pond Supplement and O&M Agreement (and copies)
• Two sets of plans
• One Copy of the Storm Water Calculations
PROJECT DESCRIPTION —
The purpose of this project is to construct a residential subdivision and two storm water ponds. The water
quality detention/retention ponds have been sized to treat all impervious surface runoff for the
aforementioned project. There is no off -site drainage. A High Density Storm Water permit is to be applied
for and approved before any impervious construction will commence. The site is located between
Albemarle Road and Sturbridge Drive in New Hanover County. The project area contains 23.4 net acres.
To comply with the County's Stormwater Ordinance and also DENR requirements, a grassed wet retention /
detention pond is proposed to control the post -development runoff rates to pre -development levels for the
2-, 10-, and 25-year rainfall events, and pass the 100-year storm safely, as well as retain the first 1.5" of
runoff from all impervious surfaces for 2 to 5 days to comply with State water quality rules. A storm sewer
system is proposed to collect all runoff and direct it to the pond.
Please let me know if you have any questions.
ere y
David S. Hollis, PE, PLS
Hanover Design Services
[e-mail]
343-8002 Office
343-9941 Fax
10010-GS-1.doc
IER1 Er�iv'' .
SEP 10 1011
BY:
Rn SEP 2 0 2012
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax 9f0) 343-9941
Business Firm License No. C-0597

Aydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
5.80
1
45
15,649
2
---
--
----
PRE-DEV 2-YR
2
Rational
7.94
1
45
21,447
10
--
PRE-DEV 10-YR
3
Rational
9.25
1
45
24,968
25
---
----
- — -
PRE-DEV 25-YR
4
Rational
21.89
1
30
39,406
2
—
--
POST-DEV 2-YR
5
Rational
29.35
1
30
52,831
10
--
---
--
POST-DEV 10-YR
6
Rational
33.98
1
30
61,160
25
—
POST-DEV 25-YR
7
Rational
41.16
1
30
74,088
100
—
---
---
POST-DEV 100-YR
8
Reservoir
7.85
1
54
54,500
100
7
27.55
63,929
100-YR ROUTED
9
Reservoir
1.59
1
58
20,697
2
4
26.77
37,951
2-YR ROUTED
10
Reservoir
4.24
1
56
33,596
10
5
27.09
48,337
10-YR ROUTED
11
Reservoir
5.90
1
55
41,764
25
6
27.27
54,351
25-YR ROUTED
12
Rational
21.89
1
30
39,406
2
--
--
--
1-year post ration
13
Reservoir
1.59
1
58
20,697
2
12
26.77
37,951
1-year routed
14
Rational
5.80
1
45
15,649
2
--
1-year rational pr
Hanover Design Services
1123 Floral Pkwy.
Wilmington, INC 28403
Pro-1.
file: 10010-Pond
1.GPW
OFF file:
WILMINGTON.IDF Run date:
09-10-2012

Reservoir Report
Page 1
Reservoir No. 1 - Wildflower 1
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage
Elevation
ft
ft
0.00
25.50
0.50
26.00
1.00
26.50
1.50
27.00
2.50
28.00
3.50
29.00
4.50
30.00
Contour area Incr. Storage Total storage
sgft cuft cult
25,000
0
0
30,000
13,750
13,750
31,500
15,375
29,125
33,000
16,125
45,250
35,000
34,000
79,250
38,000
36,500
115,750
41,000
39,500
155,250
Culvert / Orifice Structures
[A] [B] [C] [D]
Rise in
= 18.0
3.0
0.0
0.0
Span in
= 18.0
3.0
0.0
0.0
No. Barrels
= 1
1
0
0
Invert El. ft
= 25.50
25.50
0.00
0.00
Length ft
= 40.0
15.0
0.0
0.0
Slope %
= 0.25
0.10
0.00
0.00
N-Value
= .012
.011
.013
.000
Orif. Coeff.
= 0.60
0.60
0.60
0.00
Multi -Stage
= -----
Yes
No
No
Stage / Storage / Discharge Table
Weir Structures
[A]
Crest Len ft
= 3.0
Crest El. ft
= 26.50
Weir Coeff.
= 3.30
Eqn. Exp.
= 1.50
Multi -Stage
= Yes
English
I131 [C] [D]
16.0
30.0
0.0
27.50
28.50
0.00
3.30
3.00
0.00
1.50
1.50
0.00
Yes
No
No
Tailwater Elevation = 25.50 ft
Note All outflows have been analyzed under inlet and outlet control.
Stage
Storage
Elevation
Clv A
Clv B
Clv C Clv D Wr A
Wr B
Wr C Wr D
Discharge
ft
cuft
ft
cfs
cfs
cfs cfs cfs
cfs
cfs cfs
cfs
0.00
0
25.50
0.00
0.00
--- --- 0.00
0.00
0.00 ---
0.00
0.50
13,750
26.00
0.89
0.11
--- --- 0.00
0.00
0.00 ---
0.11
1.00
29,125
26.50
2.27
0.18
--- - 0.00
0.00
0.00 ---
0.18
1.50
45,250
27.00
3.08
0.05
--- --- 3.50
0.00
0.00 --
3.08
2.50
79,250
28.00
10.23
0.00
--- - 18.19
18.67
0.00 ---
10.23
3.50
115,750
29.00
14.11
0.00
--- --- 39.13
97.00
31.82 ---
45.93
4.50
155,250
30.00
16.48
0.00
--- --- 64.82
208.71
165.34 ---
181.82
Hanover Design Services
1123 Floral Pkwy.
Wilmington, NC 28403

Reservoir Report
Page 1
English
Reservoir No. 1 - Wildflower 1blocked
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage
Elevation
Contour area
Incr. Storage Total storage
ft
ft
sgft
cuft cuft
0.00
25.50
25,000
0 0
0.50
26.00
30,000
13,750 13,750
1.00
26.50
31,500
15,375 29,125
1.50
27.00
33,000
16,125 45,250
2.50
28.00
35,000
34,000 79,250
3.50
29.00
38,000
36,500 115,750
4.50
30.00
41,000
39,500 155,250
Culvert / Orifice Structures
Weir Structures
[A]
IBl [C]
[D]
[A]
[Bl
[C]
[D]
Rise in =
18.0
3.0 0.0
0.0
Crest Len ft = 0.0
0.0
30.0
0.0
Span in =
18.0
3.0 0.0
0.0
Crest El. ft = 26.50
27.50
28.50
0.00
No. Barrels =
0
0 0
0
Weir Coeff. = 3.30
3.30
3.00
0.00
Invert El. ft =
25.50
25.50 0.00
0.00
Eqn. Exp. = 1.50
1.50
1.50
0.00
Length ft =
40.0
15.0 0.0
0.0
Multi -Stage = Yes
Yes
No
No
Slope % =
0.25
0.10 0.00
0.00
N-Value =
.012
.011 .013
.000
Orif. Coeff. =
0.60
0.60 0.60
0.00
Multi -Stage =
----
Yes No
No
Tailwater Elevation =
25.50 ft
Note: al outflows have been analyzed under'nlet and outlet central
Stage / Storage / Discharge Table
Stage Storage
Elevation Clv A
Clv B
Clv C Clv D Wr A Wr B
Wr C
Wr D
Discharge
ft cuft
ft
cfs
cfs
cfs cfs cfs cfs
cfs
cfs
cfs
0.00 0
25.50
0.00
0.00
--- --- --- ---
0.00
---
0.00
0.50 13,750
26.00
0.00
0.00
--- --- --- ---
0.00
---
0.00
1.00 29,125
26.50
0.00
0.00
--- --- --- ---
0.00
---
0.00
1.50 45,250
27.00
0.00
0.00
--- --- --- ---
0.00
---
0.00
2.50 79,250
28.00
0.00
0.00
--- --- --- ---
0.00
---
0.00
3.50 115,750 29.00
0.00
0.00
--- --- --- ---
31.82
---
31.82
4.50 155,250 30.00
0.00
0.00
- -- --- ---
165.34
---
165.34
Hanover Design Services
1123 Floral Pkwy.
Wilmington, NC 28403

Hanover Design Services
1123 Floral Pkwy.
Wilmington, NC 284M
Project: 10010-Pond 2.GPW IDF: WILMINGTON.IDF 14 hyd's 09-06-2012

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners L
Wildflower Subdivision Ponds — SHWT determination
PONDS 1 & 2
Field visit: 9-05-12
References:
Soils at this site are mapped as Leon and Lynn Haven Series fine sandy loams and sands (USDA NRCS
National Cooperative Soil Survey map and Official Series Description attached), moderately poorly drained
soils with rapid to moderately slow permeability and moderate slopes of 0-5%.
Observations:
Two soil borings were observed as follows (location map attached); one at each of the pond locations as
follows:
Pond No. 1 — Lynn Haven Series predominant - The seasonal high water table is normally evident
by observation of redoximorphic features suggesting past conditions of saturation and reduction,
indicated by colors of chrome 2 or less (Munsell) at greater than 2% of soil volume in mottles or a
distinct horizon subdivision. There was evidence of redoximorphic features at about 8" (0.7') in the
first bore (B1) with a distinct gray to grayish -brown chroma. This observation was in line with the
expected depth to seasonal high water in the soil profile of 0-6". Elevation at the boring for Bl
was approximately 26.5 MSL, resulting in a SHWT elevation of 25.8 MSL (26.5 — 0.7 = 25.8).
Pond No. 2 — Leon Series predominant - Additionally, a second bore (132) at the second pond
location was taken. There was evidence of redoximorphic features at about 8" (0.7') in the second
bore (132) with a distinct gray chroma. This observation was also in line with the expected depth to
seasonal high water in the soil profile of 0-6". Elevation at the boring for B2 was approximately
28.6 MSL, resulting in a SHWT elevation of 27.9 MSL (28.6 — 0.7 = 27.9).
The two observations resulted in observed SHWT elevation as indicated above and the proposed
WSEL of the ponds will be designed within 6" either way (at 25.5 for Pond No. 1 and 27.5 for
Pond No. 2).
Summary: Observed indications of SHWT depth were in line with predicted values.
David S. Hollis, PE, PLS
10010-SH WT.doc
>�o�EESSlQN9,9 '•��
�aQ SEAI !�
--28007 �
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19Lj� S. •NO�'�..
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

" Wildflower Subdivision"
Impervious Area Map
Scale: NTS
September 2012
Sidewalk
808.8 Sq. Feet
0.0 Acres
Pond No.2
Roadway = 52,080 sf
Sidewalks = 6,554 sf
Lots = 126,000 sf
Future (other) = 9,818 sf
Total Impervious = 194,452 sf, 37.5%
Pond No.2
POND 2
Total Sidewalk
6554 Sq. Feet
0.2 Acres
sidewalk
3630.2 Sq. Feet
0.1 Acres
POND 2
Roadway Back to Back
52080.2 Sq. Feet
1.2 Acres
PnNr) 1
A
Pond No.1
0
u
Pond No.1
Roadway = 25,552 sf
Sidewalks = 4,585 sf
Lots = 105,000 sf
Future (other) = 15,320 sf
Total Impervious = 150,457 sf, 30%
POND 1
Roadway Back to Back
25551.8 Sq. Feet
0.6 Acres
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
LICENSE C-0597
Drawing No.10010-IMP-MARdwg
Hanover Design Services
1123 Floral Pkwy.
Wilmington, NC 28403

r-1) in �- [� o , D
U:S. ARMY CORPS OF ENGINEERS; L uMg#p
WILMINGTON DISTRICT,
County: New Hanover
USGS Quad: Wilmington
Action 1D. SAWSAW-2�08-03315
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Agent/Applicant:; Southern'Eit - Group, Inc.
Property Owner: WFDC, LLC 'Attn� Dana Lutheran
Attn: Mr. Bill Cameron 5315 S College Rd Ste E
Address: P.O. Box 3649 Wilmina C.28412,
Wilmington NC 28406
TeleplroneNo.: (910), 762-2676
Size and location of property (water body, road name/number, town, etc.):
_— -_ ---. _r ,, w,Rtvd_'in wetll
North Carolina. Parcel ID R05000-001-001-0
Description of projects aarea_and activity:
Applicable Law: ® Section 404 (Clean WaterAct, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 29
[phone]
The 40.77 acre property'is located at 0
order and/or aPProoriate legal acrwn.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NW Ps are scneuuxu ��
ai
public reissued,
prior to
arecre s$sued'Furthermore, if you commence oriare undeinformed ntrac to changes
vencetthispact s. dry beforeuthe
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months -from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of thtion 401 Water Quality Certification. You
nationwide permit.
Activities subject to Section 404 (as indicated aboye) may also require an individuaLSec[i
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurringwithin the'twenty coastal counties subject to regulation under the Coastal.Area management verification (C does)
prior to beginning work you must contact the N.C. Division of Coastal Management .This Department al the Army
not relieve the permittee of the responsibility to obtain any other required Federahverificatistate or on lettecal Ppertaitis) w Il not The
our review
construction/presence of this utility line (to which this Nationwide Permit (NWP)
of any future proposed impacts. The presence of this,utiiity line will not be an -adequate justification for future.impacts (e.g.,
additional utility lines muse W�Ilexamine any future proposaictional waters of l to tuPact juri diction we U.S. because the ater on sof the U.S. toline
ens re that you diehavelocation
of the other utility lines).
avoided, minimized, and/or mitigated for unavoidable impacts.
if there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Emil ughes at [phone].
c
Date: August 30, 2012
Corps Regulatory Official
Expiration Date of Verification: An ust 30 01

Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters,of the US including wetlands within the above described project area.
This preliminary -determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33'CFR Part 331).,
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10,of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not,to exceed,five years from the date of this
notification,
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (C WA)(33 USC § 13"). Unless there is a change in the law or our published regulations, this
determination -may be relied upon for a period not to exceed five years from the date of this notification.
❑ The jurisdictional areasmithin the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued _ Action ID"_
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described to the 1987 Corps Wetland Delineation
**It is not necessary to submit an RFA form to'the District Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: hq
Date 8/30/2012
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

�eJ
SAW-2008-03315
SPECIAL CONDITIONS:
In order to compensate, for impacts to 0.244 acres of non -riparian wetlands, the permittee shall make
payment to the North Carolina Ecosystem Enhancement Program (NC EEP) in the amount
determined by the NC EEP.at;a 2:1 ratio, sufficient to perform the restoration of 0.488_ acres of non -
riparian wetlands in the Cape Fear River.Basin, Cataloging Unit 03030005. Construction within
jurisdictional areas on the'pioperly shall begin only after the permittee has made full.payment
to thcVC.EEP and provided a copy of the payment' documentation to the Corps and the
NCEEP has provided written confirmation to the Corps that it agrees to accept responsibility for the
mitigation work required, in compliancemith the NCEEP In -Lieu Fee Instrument, approved by the
United States Army Corps of Engineers, Wilmington.District on July, 28, 2010.
c-
Corps Regulatory Official: Date: 3D 7 -
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at http:l/repulatory.usacesurvev.com/ to complete the survey
online.
Copy Furnished:
NCDENR-DWO Attn: Chad Coburn, 127 Cardinal Drive Ezt, Wilmington, NC 28403

NRWIpM. Nux
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m\u"`Np
PERFORMANCE RESIDENTIAL DEVELOPMENT
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HANOVER DESIGN SERVICES, PA
ELIMINARY PLAN S-24-12

WEILAND DETAIL
WFDC; LLC
WILD FLOWER AREA TRACT
NEW NANOVER COIMtt N
NCRTN CMtOUM
33
\\ WETLAND IMPACT No.1 \�
1922 Sq. Feet°
/ \ \ 0.044. Acres /
32 \, \ TO CON ONE CON
LB\ \ l29 '� 'L7 \ MOlOF a IENOMA
L6 FOR'(COURT
35 /
L2 \ v / 36
\ /
\\30 \\> \\ WETLAND \
29 , \\ \\
37
V
`yam a \\
/ _ m
LANE
BEARING
DISTANCE
L1
N 3721 09 W
2.18
L2
N 78'37 50 W
27.40
L3
S 87.17'2B� W
29.05
L4
N 450315 W
48.06
L5
N 2WO7 20 E
36.25
L8
N B991 31 E
40.35
L7
S SF29 05 E
42.48
LB
5 SU28 IS- E
44.81
19
5-46'5109 E
20.78
11
N M 1 2626 E
59.54
L11
N W4034 E
25.86
Lit
S 46.5109 E
18.62
L73
T 01'31'5B' E
56.83'
L14
5 15-15 54 E
34.87
L15
S 10.05 01 W
28.38
716
5 Z7.4 555 E
50.4.9
L 77
S 29'04 40 . E
46.39
L18
S 5V28'46' W
29.29'
99
N BS'5550 W
25.04
N 52-00 54 W
31.58
L21
W 2Ir30 16 W
20.67
L22
IN 01'1849 W
54.60
L23
N 19'1204IN
34.47
L24
IN 3Tr;9 08 IN
39.39
L25
IN' 39'21 O9 W
24.74
0
N 53'25 E
11
57.77
L27
N W 3< W
57.94
L2B
IN B6'28 18' W
30.87'
L79
5D' 25' 0 50,
SCALE 04 FEET
1 INCH - 50 FEET
THIS YAP 15 NOT FOR RECORDATION
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS & LAND PLANNERS
PHONE.'
FLORAL PARKWAY.
W-WNCTM,1N.C. 2IM03
343-0002
FAX [phone]
FIRM CERTIFICATE C-O597
GERMED
Z 4 L2012
WILM. FLD. OFC.
FMMS\10010-wmdmmw\VCTAND\WETLAND IMPACT f.&g ;?4 Caa4 en4 F YdAif-sa-,
P& zoFL

WETLAND DETAIL
WFDC, LLC
WILD FLOWER AREA TRACT
RARNETT TOMNSID'
FEW HANOVER CODNTV
ROM CARD INA
CRR PROPERTIES. LLC
PO DIC 31549 / 8
VSBOX NC 2B40B
OMER4
II
\ \ /
8WETLAND IMPACT No. 2 \
\ 9.2 Sq. Feet \ \ .203 Acres
52 /Log
L12
IS 7C4479' E
1 44.62'
L13
IS 64'45 31 E
30.03
1.14
5'22101 E
31.97
Lis
S 3102
0 AD W
2324
1.16
IN 59'0255 IN
15937
r
s 5
All ea����JAJ2
�\ T C"`Rf£Fry S
RT
1 4
1 3
i0' 25 0 50'
SCALE IN FEET
1 NCH - 50 FEET
TITS NAP IS NOT FOR RECORDATION
HANOVER DESIGN SERVICES, P.A.
LAND SAIVETLTRS ENGINEERS, c LAND PLANNERS
1123 FLORAL PARXINAY
XILNNGTDN, N.C. 25403 1 1
PHONE 02 Dj'LJC FAA: (B70) 34 4941
543-U
FIIOI CEROFlCATS CATE C-0597
t

NATIONWIDE PERMIT 29
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2012
Residential Developments. Discharges of dredged or fill material into non -tidal waters
of the United States for the construction or expansion of a single residence, a multiple'uriit
residential development, or a residential subdivision. This NWP authorizes the construction of
building foundations and building pads and attendant features'that are necessary for the use of
the residence or residential development. Attendant features may include but are not limited to
roads, parking lots, garages,,yards, utility lines, storm water management facilities, septic fields,
and,recreation facilities such as playgrounds, playing fields, and golf courses (provided the golf
course is an -integral part of the residential development).
The discharge must not cause the loss of greater than 1/2-acre of non -tidal waters of the'
United States, including the loss of no more than 300 linear feet of stream bed, unless for
intermittent and ephemeral stream beds the district engineer waives the 300 linear foot limit by
making a written determination concluding that the discharge will result in minimal adverse
effects. This NWP does not authorize discharges into non -tidal wetlands adjacent to tidal waters.
Subdivisions: For residential subdivisions, the aggregate.total loss of waters of United
States authorized by this NWP cannot exceed 1/2-acre. This includes any loss of waters of the
United States associated with development of individual subdivision'lots.
Notification: The permittee must submit a pre -construction notification -to the district
engineer prior to commencing the activity. (See general condition 31.) (Sections I0'and 404)

NATIONWIDE PERMIT CONDITIONS
The following General Conditions must be followed in order for any uthorization by a N .;'P to
be valid:
1. Navigation. (a) No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations
or otherwise, must be installed and maintained at the permittee's expense on authorized facilities
in navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United, States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense'•to the United States. No
claim shall be made against'the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species
that normally migrate through the area, unless the activity's primary purpose is to impound
water. All permanent and temporary crossings of waterbodies shall be suitably culverted,
bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of
those aquatic species.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important
spawning area are not authorized.
4. Mieratory Bird Breeding Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations,
unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and
48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27.
6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must'be free from toxic
pollutants in toxic amounts (see Section 307 of the Clean Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.

LOCATION LYNN HAVEN FL+GA NC SC
Established Series
Rev, GRB
03/2009
LYNN HAVEN SERIES
The Lynn Haven series consists of very deep, poorly and very poorly drained, moderate or moderately
rapid permeable soils in low areas and depressions the Gulf Coast and Atlantic Flatwoods. They formed
in thick deposits of sandy marine sediments. Near the type location, the mean annual temperature is
about 68 degrees F., and the mean annual precipitation is about 55 inches. Slopes range from 0 to 5
percent.
TAXONOMIC CLASS: Sandy, siliceous, thermic Typic Alaquods
TYPICAL PEDON: Lynn Haven fine sand --range. (Colors are for moist soil)
A--O to 12 inches; black (1 OYR 2/1) fine sand; weak fine granular structure; friable; many fine and
medium roots; strongly acid; clear wavy boundary. (8 to 20 inches thick)
Eg--12 to 16 inches; gray (N 6/0) fine sand; single grain; loose; common fine and medium roots; many
uncoated sand grains; very strongly acid; abrupt wavy boundary. (2 to 18 inches thick)
Bh1--16 to 22 inches; dark reddish brown (5YR 3/2) fine sand; weak fine granular structure; friable;
many fine and medium roots; few fine and medium pores; sand grains coated with organic matter; very
strongly acid; gradual wavy boundary.
Bh2--22 to 30 inches; dark brown (7.5YR 3/2) fine sand; weak fine granular structure; friable; few fine
roots; few fine pores; most sand grains are coated with organic matter; few small pockets of uncoated
sand grains; very strongly acid; gradual wavy boundary. (Combined thickness of the Bh horizons is from
6 to more than 50 inches thick.)
Cg--30 to 75 inches; gray (5Y 6/1) fine sand; single grain; loose; common medium distinct brown
(1 OYR 5/3) and light yellowish brown (1 OYR 6/4) masses of iron accumulation; very strongly acid.
TYPE LOCATION: Bay County, Florida. Approximately 1 mile south of intersection of U. S.
Highway 98 and State Highway 392 and about 50 feet east of Highway 392 in Sec. 4, T. 4 S., R. 15 W.
RANGE IN CHARACTERISTICS: Reaction ranges from extremely acid to strongly acid throughout
the profile.
The Oa, horizon, where present, is less than 7 inches thick. It has hue of 5YR to 1 OYR, value of 2 or 3,
and chroma of 1 to 3. Texture is muck.
The A horizon has hue of I OYR, value of 2 or 3, and chroma of 1 or 2; or is neutral with value of 2 or 3.
When dry, this horizon has a salt -and -pepper appearance due to mixing of organic matter and white sand
grains. Texture is sand, fine sand or mucky fine sand.
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The Eg or E horizon, where present, has hue of 1 OYR or 2.5YR, value of 4 to 7, and chroma of 1 or 2; or
'is neutral with value of 5 to 7. Redoximorphic features in shades of yellow and brown range from none
to common. Texture is sand or fine sand.
The Bh horizon has hue of 5YR to ] OYR, value of 2 or 3, and chroma of 1 to 4. Sand grains are coated
with organic matter. Vertical or horizontal tongues or pockets of grayish sand occur in the Bh horizon in
some pedons. Texture is sand, fine sand, loamy sand or loamy fine sand.
Some pedons have a C/B horizon with hue of 1 OYR to 5YR, value of 3 to 5, and chroma of 3 or 4 with
redoximorphic features in shades of gray, brown, or yellow. Texture is sand, fine sand, loamy sand or
loamy fine sand.
Some pedons have a bisequum of E'g and B'h. Colors and textures are similar to the Eg and Bh horizons.
The Cg horizon has hue of 7.5YR to 5Y, value of 4 to 7, and chroma of 1 to 3. Redoximorphic features
in shades of brown, yellow, or red range from few to many. Texture is sand, fine sand, loamy sand or
loamy fine sand.
COMPETING SERIES: These include Boulogne and the very poorly drained Wesconnett series.
Boulogne and Wesconnett soils do not have E horizons immediately below the A horizon.
GEOGRAPHIC SETTING: Lynn Haven soils are on low.areas and in depressions of the Gulf Coast
and Atlantic Flatwoods. They formed in thick beds of marine sand. The climate is warm and humid.
Slopes range from 0 to 5 percent. The average annual air temperature ranges from 65 to 70 degrees F.,
and the average annual precipitation ranges from 50 to 60 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Allanton, Bavmeade, Blanton,
Evergreen. Hurricane, Kershaw, Kingsferry, Kureb, Lakeland, Leon, Mandarin, Murville, Olustee,
Osier, Plummer, Pottsburg Rutlege, Scranton, and Seagate series. Allanton, Hurricane and Pottsburg
soils have a Bh horizon at depths greater than 50 inches. The Baymeade, Blanton, Kershaw, Kureb,
Lakeland, Osier, Plummer, Rutlege, and Scranton soils do not have Bh horizons. Evergreen soils have a
histic epipedon. Kingsferry soils have a Bh horizon between a depth of 30 and 50 inches. Leon soils lack
an umbric epipedon. Olustee soils have Bt horizons below the Bh horizon. Murville soils do not have E
horizons immediately below the A horizon. Seagate soils are better drained and have argillic horizons
beneath the Bh horizons.
DRAINAGE AND PERMEABILITY: poorly or very poorly drained; moderately rapid or moderate
permeability.
USE AND VEGETATION: Most areas of Lynn Haven soils remain in their natural state. A few small
areas are used for truck crops and pasture land. The native vegetation consists of slash pine, longleaf
pine, or cypress and bay trees with an undergrowth of sawpalmetto, gallberry, fedderbush, huckleberry,
and pineland threeawn. In depressions, cypress and bay trees are denser along with blackgum, red
maple, and Ogeechee lime. The shrubs include fetterbush, Virginia willow, buttonbush, and waxmyrtle.
Common herbaceous plants and vines include muscadine grape, greenbriars, and poison -ivy, along with
maidencane grass, cinnamon fern and sphagnum.
DISTRIBUTION AND EXTENT: Florida, Georgia, North Carolina and South Carolina. The series is
of moderate extent.
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4
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Auburn, Alabama.
SERIES ESTABLISHED: Florence and Sumter Counties, South Carolina; 1969.
REMARKS:'The water table is at 0 to 6 inches for periods of 2 to 6 months annually and within a depth ..
of 40 inches for more than 6 months during most years; during extended dry periods it is below 40
inches. Depressional areas are ponded for long duration in most years.
Diagnostic horizons and features recognized in this pedon:
Umbric epipedon - The zone extending from the surface to a depth of 12 inches. (A horizon).
Albic horizon - The zone between 12 and 16 inches. (E horizon).
Spodic horizon - The zone between 16 and 30 inches. (Bhl and Bh2 horizons).
National Cooperative Soil Survey
U.S.A.
Hanover Design Services
1123 Floral Pkwy.
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LOCATION LEON FL+AL GA MD MS NC SC VA
Established Series
Rev. AGH, GWH, DL, JNS
03/2009
LEON SERIES
The Leon series consists of very deep, poorly and very poorly drained, moderately to moderately slowly
permeable soils on upland flats, depressions, stream terraces and tidal areas. They formed in sandy
marine sediments of the Atlantic and Gulf Coastal Plain. Near the type location, the mean annual
temperature is about 68 degrees F., and the mean annual precipitation is about 65 inches. Slopes range
from 0 to 5 percent.
TAXONOMIC CLASS: Sandy, siliceous, thermic Aeric Alaquods
TYPICAL PEDON: Leon sand --forested; slash pine, gallberry, wax myrtle, saw palmetto, goldenrod,
lyonia ligustrina, dog fennel, and lowbush blueberry. (Colors are for moist soil)
A--O to 4 inches; 70 percent black (I OYR 2/1) and 30 percent light gray (I OYR 7/1) sand; weak fine
granular structure; very friable; many fine, medium, and large roots; many clean sand grains give a salt -
and -pepper appearance; very strongly acid; clear smooth boundary. (2 to 9 inches thick)
Egl--4 to 10 inches; gray (I OYR 6/1) sand; common medium faint very dark gray (1OYR 3/1) streaks
and splotches of organic matter accumulations deposited in former root channels and krotovinas, ranging
from about 20 percent in upper part to 0 percent in lower part; single grain; loose; many fine, medium,
and large roots; very strongly acid; clear wavy boundary. (2-12 inches thick)
Eg2--10 to 15 inches; gray (I OYR 6/1) sand; 20 percent faint light gray (I OYR 7/1) oval splotches of
organic matter depletions; single grain; loose; few fine and medium roots; very strongly acid; abrupt
smooth boundary. (2 to 13 inches thick)
Bhl--15 to 18 inches; 50 percent dark brown (7.5YR 3/3) and 50 percent black (7.5YR 2.5/1) sand;
weak medium and coarse subangular blocky structure; firm; common fine and medium roots; many fine
and medium pores; more than 95 percent of sand grains have organic coatings; extremely acid; clear
smooth boundary.
Bh2--18 to 22 inches; dark brown (7.5YR 3/4) sand; weak medium and coarse subangular blocky
structure; firm; few fine and medium roots; common fine and medium pores; more than 95 percent of
sand grains have organic coatings; extremely acid; clear wavy boundary. (Combined thickness of the Bh
horizons ranges from 4 to 35 inches)
Bw and Bh--22 to 25 inches; 80 percent (Bw) dark yellowish brown (1 OYR 4/4) and 20 percent (Bh)
dark brown (1 OYR 3/3) sand; very weak medium and coarse subangular blocky structure; very friable;
common fine and medium pores; very strongly acid; clear wavy boundary. (0 to 14 inches thick)
Eg and Bh--25 to 30 inches; 95 percent (Eg) weak red (2.5YR 5/2) and 5 percent (Bh) dark brown
(7.5YR 3/3) sand; single grain; loose; common fine and medium pores; very strongly acid; diffuse
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irregular boundary. (0 to 10 inches thick)
1
E'g--30 to 42 inches; pinkish gray (7.5YR 7/2) sand; single grain; loose; very strongly acid; clear wavy
boundary. (0 to 36 inches thick)
B'h--42 to 77 inches; 50 percent very dark brown (1 OYR 2/2) and 50 percent dark yellowish brown
(1 OYR 3/4) sand; weak medium and coarse subangular blocky structure; friable; common fine and
medium pores; very strongly acid; clear wavy boundary. (0 to 50 inches thick)
B'w and B'h--77 to 108 inches; 60 percent (Bw) brown (1 OYR 4/3), 40 percent Bh of very dark brown
(1 OYR 2/2) and very dark grayish brown (1 OYR 3/2) sand; very weak medium and coarse subangular
blocky structure; very friable; common fine and medium pores; very strongly acid.
TYPE LOCATION: Bay County, Florida. USGS Panama City Beach topographic quadrangle.
Approximately 1.2 miles north of U.S. Highway 98, about 2.7 miles south of West Bay in Panama City
Beach, Florida. SW 1/4, Sec. 20; T. 3 S., R. 15 W. 30 degrees 12.0 minutes 19.9 seconds N.; 85 degrees
46.0 minutes 20.4 seconds W.
RANGE IN CHARACTERISTICS: The Bh horizon is within 30 inches of the soil surface. Reaction
ranges from extremely acid to slightly acid throughout. In tidal areas, the soil reaction ranges from very
strongly acid to moderately alkaline throughout.
The A or Ap horizon has hue of 7.5YR or 1 OYR, value of 2 to 4, and chroma of 1 or 2; or is neutral with
value of 2 to 4. When dry, this horizon has a salt -and -pepper appearance due to mixing of organic matter
and sand grains. A thin O horizon of muck is present in some pedons. Texture is sand, fine sand, mucky
fine sand, or mucky sand.
The E horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 3 to 4; or is
neutral with value of 5 to 8. Streaks and splotches of organically enriched material in shades of black to
gray range from common to many. Texture is sand or fine sand.
The Eg or E'g horizons, where present, have hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 1 or 2.
Redoximorphic features of oval faint splotches (depletions) range from none to many. Streaks and
masses of organic matter accumulation (Bh material) in shades of black to brown range from none to
common. Texture is sand or fine sand.
A transitional horizon may be present between the lower E horizon and the Bhl horizon. Where present,
it has hue of 1 OYR, value of 2 to 4, and chroma of 1. Thickness ranges from 0.5 to 2.0 inches. Texture is
sand or fine sand.
The Bh horizon has hue of 5YR to I OYR, value of 2 or 4, and chroma of 1 to 4; or is neutral with value
of 2 to 4. This horizon bums white on ignition. Texture is sand, fine sand, loamy sand or loamy fine
sand.
The Bw horizon, where present, has hue of 5YR to 1 OYR, value of 2 or 4, and chroma of 3 to 4; or is
neutral with value of 2 to 4. Streaks and masses of organic matter accumulation (Bh material) in shades
of black to brown range from none to common. Texture is sand or fine sand.
B'h, B"h. B"'h horizons, where present, have similar colors and textures as the Bh horizon but occurs
below the BE, E', E" and E"' horizons.
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The C horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of I to 6. Texture
is sand or fine sand.
COMPETING SERIES: The Talquin and Witherbee series are the only known series in the same
family. They are on similar to slightly higher positions. In addition, Talquin soils have a spodic horizon
less than 6 inches in thickness and the somewhat poorly drained Witherbee soils have less than 0.06
organic carbon in the upper 12 inches of the spodic horizon.
GEOGRAPHIC SETTING: Leon soils are on upland flats, depressions, stream terraces and tidal
marshes of the lower Atlantic and Gulf Coastal Plain. They formed in thick beds of acid sandy marine
sediments. The climate is humid subtropical. Slopes range from 0 to 5 percent. The average annual
temperature ranges from 66 to 70 degrees F., and the average annual precipitation ranges from 61 to 69
inches at the sample location.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Chipley, Foxworth, Hurricane,
Kershaw, Lakeland, Lynn Haven, Mascotte Olustee, Ortega, Osier, Plummer, Portsmouth, Pottsbm r,
Ridgeland, Scranton, and Wesconnett series. Chipley, Foxworth, Kershaw, Lakeland, and Ortega soils
are on higher positions and lack spodic horizons. In addition, Chipley soils are somewhat poorly
drained, Foxworth soils are moderately well drained to excessively drained, Kershaw and Lakeland soils
are excessively drained, and Ortega soils are moderately well drained. Hurricane and Pottsburg soils
have a spodic horizon at depths greater than 50 inches. In addition, Hurricane soils are somewhat poorly
drained and on higher positions and Pottsburg soils are somewhat poorly to poorly drained and on
similar to,slightly higher positions. Lynn Haven soils are on similar positions but have an umbric
epipedon. Mascotte and Olustee soils are on similar positions but are underlain by argillic horizons
under the Bh horizon. Osier soils are on flood plains and lack spodic horizons. Plummer soils are on
similar to lower positions and are grossarenic. The very poorly drained Portsmouth is on lower positions
and lack spodic horizons. Ridgeland and Wesconnett soils and lack E horizons between the A and Bh
horizons. In addition, Ridgeland soils are on slightly higher positions and are somewhat poorly drained
while Wesconnett soils are in lower depressional areas and are very poorly drained. The poorly drained
Scranton soils are on similar to slighter higher positions and lack spodic horizons.
DRAINAGE AND PERMEABILITY: Poorly drained and very poorly drained; moderate to
moderately rapid permeability in the Bh horizons, moderate to moderately slow permeability in the Bh
horizons, and rapidly permeable in the other layers.
USE AND VEGETATION: Most areas of Leon soils are used for forestry, rangeland and pasture.
Areas with adequate water control are used for cropland and vegetables. The natural vegetation consists
of longleaf pine, slash pine, water oak, myrtle, with a thick undergrowth of sawpalmetto, running oak,
fetterbush and other lyionia, inkberry (gallberry), chalky bluestem, creeping bluestem and pineland
threeawn (wiregrass). In depressions, the vegetation is dominated by brackenfern, smooth sumac and
swamp cyrilla are common. Vegetation in the tidal marshes includes bushy seaoxeye, marshhay
cordgrass, seashore saltgrass, batis, and smooth cordgrass.
DISTRIBUTION AND EXTENT: The Atlantic and Gulf Coastal Plain from Mississippi, Alabama,
Florida, Georgia, South Carolina, North Carolina, Virginia and Maryland. The series is of large extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Auburn, Alabama.
SERIES ESTABLISHED: Leon County, Florida; 1905. Hanover Design Services
1123 Floral Pkwy.
REMARKS: Diagnostic horizons and features recognized in this pedon: Wilmington, NC 28403
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Ochric epipedon - the zone from 0 to 15 inches (A, E and Egg horizons).
Albic horizons - the zones from 4 to 15 inches (E and Eg horizons) and from 30 to 42 inches (E'g
horizon).
Spodic horizon within 30 inches - the zones from 15 to 22 inches (Bhl and Bh2 horizons) and from 42
inches to 77 inches (B'h horizon).
Aquic conditions - endosaturation throughout.
The water table is at depths of 6 to 18 inches for 1 to 4 months during most years. In low flats or sloughs'
it is at a depth of 0 to 6 for periods of more than 3 weeks during most years. It is between depths of 18
and 36 inches for 2 to 10 months during most years. It is below 60 inches during the dry periods of most
years. Depressional areas are covered with standing water for periods of 6 months or more in most
years.
ADDITIONAL DATA: IFAS Soil Characterization Data: S2-1-(1-9), S2-2-(1-8), S3-3-(1-5), S4-8-(1-
9), S10-12-(1-7) S12-17-(1-7), S16-9-(1-7), S19-6-(1-5), S33-24-(1-7), S37-28-(1-8), S45-27-(1-7),
S46-2-(1-6), S57-46-(1-6), S66-24-(1-8); samples by IFAS, University of Florida, Gainesville, FL.
NSSL Soil Characterization Data: S08FL-005-1 (1-10); sample by NSSL, Lincoln, NE.
Soil Name Slope Airtemp FrFr/Seas Precip Elevation
LEON 0-5% 65-70F 230-310 60-69 in 8-135 ft
FloodL F1oodH Water table Kind Months Bedrock
F10051 NONE 0.5-1.5 APPARENT MAR-SEP 60-60
FL0093 NONE 0 - 0.5 APPARENT FEB-SEP 60-60
FL0406 RARE COMMON 0 - 1.0 APPARENT MAR-SEP 60-60
FL0501 NONE - APPARENT - 60-60
FL0508 FREQ 0 - 0.5 APPARENT JAN-DEC 60-60
Depth Texture 3-Inch No-10 Clay% -CEC-
FL0051 0- 3 S FS 0- 0 100-100 1- 5 2 - 12
FL0051 3-15 S FS 0- 0 100-100 0- 3 .3- 1
FL0051 15-30 S FS LS 0- 0 100-100 2- 8 8 - 30
FL0051 30-66 S FS 0- 0 100-100 1- 4 .5- 3
FL0051 66-80 0- 0 100-100 2- 8 8 - 30
FL0093 0- 4 MK-S MK-FS 0- 0 100-100 1- 6 12 - 30
FL0093 0- 4 S FS 0- 0 100-100 1- 5 2 - 12
FL0093 4-16 S FS 0- 0 100-100 0- 3 .3- 1
FL0093 16-25 S FS LS 0- 0 100-100 2- 8 8 - 30
FL0093 25-80 S FS 0- 0 100-100.1- 4.5- 3
FL0406 0- 3 FS S 0- 0 100-100 1- 5 2 - 12
FL0406 0- 3 MK-FS MK-S 0- 0 100-100 1- 6 12 - 30
FL0406 3-15 FS S 0- 0 100-100 0- 3 .3-1
FL0406 15-23 FS S LS 0- 0 100-100 2- 8 8 - 30
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Depth Texture 3-Inch No-10 Clay% CEC
FL0501 0- 3 MUCK 0- 0 90-200 --- ---
FL0501 3-17 S FS 0- 0 100-100 0- 3 .3- 2
FL0501 17-80 S FS LFS 0- 0 100-100 2- 8 8.0- 30
FL0508 0-26 S FS 0- 0 100-100 1- 3 1.0- 12
FL0508 26-40 S FS 0- 0 100-100 2- 8 12 - 30
FL0508 40-80 S FS 0- 0 100-100 2-10 .5- 3
S0I-5 Depth pH O.M. Salin Permeab Shnk-Swll
FL0051 0- 3 3.6- 6.5 0.5-4.0 0- 2 6.0-20 LOW
FL0051 3-15 3.6- 6.5 0.0-0.5 0- 2 6.0-20 LOW
FL0051 15-30 3.6- 6.5 2.0-4.0 0- 2 0.6- 6.0 LOW
FL0051 30-66 3.6- 6.5 0.0-0.5 0- 2 2.0-20 LOW
FL0051 66-80 3.6- 6.5 1.0-3.0 0- 2 0.2- 2.0 LOW
FL0093 0- 4 3.6- 6.5 10-20 0- 2 6.0- 20 LOW
FL0093 0- 4 3.6- 6.5 2.-5. 0- 2 6.0- 20 LOW
FL0093 4-16 3.6- 6.5 0.- .5 0- 2 6.0- 20 LOW
FL0093 16-25 3.6- 6.5 L-4. 0- 2 0.6- 6.0 LOW
FL0093 25-80 3.6- 6.5 0.- .5 0- 2 2.0- 20 LOW
FL0406 0- 3 3.6- 5.5 0.5-4. 0- 2 6.0- 20 LOW
FL0406 0- 3 3.6- 5.5 10-20 0- 2 6.0- 20 LOW
FL0406 3-15 3.6- 5.5 0,5 0- 2 6.0- 20 LOW
FL0406 15-23 3.6- 5.5 L-4. 0- 2 0.6- 6.0 LOW
FL0406 23-80 3.6- 5.5 0,5 0- 2 0.6- 20 LOW
FL0501 0- 3 3.6- 5.5 20-80 0- 2 6.0- 20 LOW
FL0501 3-17 3.6- 5.5 0.-.5 0- 2 6.0- 20 LOW
FL0501 17-80 3.6- 5.5 L-4. 0-*2 0.6- 6.0 LOW
FL0508 0-26 4.5- 8.4 1.-3. 8-16 2.0- 6.0 LOW
FLO508 26-40 4.5- 8.4 L-4. 8-16 0.6- 6.0 LOW
FL0508 40-80 4.5- 8.4 0.-.5 2- 8 0.6- 6.0 LOW
National Cooperative Soil Survey
U.S.A.
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N
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y .�(g+. .Mq, �. <F �•-, n �Y��,�il�tio �.;� 'I'� 47 t `�q t+,f% *.. A.'�Wj� � iH' }�� y - ;' E
., s �.'. +Y'T '� 4':,, '1 .�., � i�>� t, t��`11 1..{ ''lt�we:� �ARt++.'.t.l`. `.✓f%I.r ��,.. a. &r a 4.n �Yru �� i{x 1.�7 1 Z a
238000 236100 2'82W 238300 23&100 238500 230600 23fi]00 236800 238900
Vhp Seale 1,4]40 if WnktlonAvm (85"x 11') sheet
n Y y bL T' LY"L7�/
N Meters
n 0 50 700 200 300
Feet
0 250 500 1,000 1,500
USDA Natural Resources Web Soil Survey
S Conservation Service National Cooperative Soil Survey
828/2012
Page 1 of 3
W 15 28"
W 156'

Soil Map -New Hanover County, North Carolina
(WilFlower NHC)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
IZ
Very Stony Spot
Map Scale: 1:4,740 if printed on A size (8.6' x 11") sheet
O
Area of Interest (AOI)
t
Wet Spot
The soil surveys that comprise your ACI were mapped at 1:15,840.
Sells
Q
Soil Map Units
Other
Warning: Soil Map may not be valid at this scale.
Special
Point Features
Special
-�
Line Features
Enlargement of maps beyond the scale of mapping
g y pp g can cause
Gully
misunderstanding of the detail of mapping and accuracy of soil line
Blowout
P"
Short Steep Slope
placement. The maps do not show the small areas of contrasting
®
Borrow Pit
"'w
soils that could have been shown at a more detailed scale.
•�
Other
X
Clay Spot
Political Features
Please rely on the bar scale on each map Sheet for accurate map
6
Closed Depression
!
Cities
measurements.
X
Gravel Pit
Water Features
gource of Map: Natural Resources Conservation Service
Web Soil Survey tit ebsoilsurvey.nres usda gov
Gravelly Spot
,....
Streams and Canals
UTM Zone 18N NAD83
,Coordinate System:m: Z on
©
Landfill
Transportation
This product is generated from the USDA-NRCS certified data as of
A
Lava Flow
,,""0
Rails
the version dale(s) listed below.
,gc,
Marsh or swamp
N
Interstate Highways
Soil Survey Area: New Hanover County, North Carolina
US Routes r
Survey Area Data: Version 13, Jul 6, 2012
;r
Mine or Quarry
N
N
Major Roads
Dale(s) aerial Images were photographed: 6/17/2006
Qo
Miscellaneous Water
o.
m
Local Roads -
The orthopfioto or other base map on which the soil lines were
O.
Perennial Water
compiled anddigitlzed probably differs from the background
v
Rock Outcrop
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
}
Saline Spot
..
Sandy Spot
a
Severely Eroded Spot
_ _ _-
0
Sinkhole
it
Slide or Slip
A
Sodic Spot'
-
Spoil Area
Q
Stony Spot
USDA Natural Resources
® Conservation Service
Web Soil Survey
National Cooperative Soil Survey
8/26/2012
Page 2 of 3

Soil Map -New Hanover County, North Carolina
Pi�AHEP.R�7�C[N
Map Unit Legend
' New Hanover County, North Carolina (NC129)'
, Map dni{SymtioI
Map Unit Name
Acres in A& ', � ,
Percent of AOI
Be
Baymeade fine sand, 1 to 6 percent
slopes
2.2
2.9%
JO
Johnston soils
5.9
7.6%
Kr
Kureb sand, 1 to 8 percent slopes
12.4
16.1 %
Le
Leon sand
10.1
13.1 %
Ly
Lynn Haven fine sand
10.9
14.1 %
Mu
Murville fine sand
3.9
5.0%
Se
Seagate fine sand
31.7
41.1 %
Totals for Area of Interest
77.0
100.0%
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
Hanover Desgn Services
1123 Floral Pkwy.
Wilmington, INC 28403
8/28/2012
Page 3 of 3

NEW HANOVER COUNTY
Sam Burgess
PLANNING & INSPECTIONS
Senior Planner
DEPARTMENT
230 Government Center Dr, Suite 110
Wilmington, NC 28403
AGENCY CHECKLIST
910-798-7441 phone
910-798-7053 fax
[e-mail]
wwu,.nhcgov.com
Project Name:(.wa 020t:0w) Date: A%., , i 10 2012
V Preliminary Plan (Conventional, erfo ce High Density)
• Engineering/Jim Iannucci/Jason Clark
• Soil & Water Conservation District/ Dru Harrison EC E BVE
• Emergency Services/ Warren Lee
• Fire Services/ Matt Davis/Tom Sosebee AUG 0 8 1011
• E911/ Deborah Cottle
• Environmental Health/Cathy Timpy (only if plan proposes well or septic tank) BY:
• Cape Fear Public Utility Authority/ Bernice Johnson/Ken Harrell
Additional Agencies:
• Corps of Engineers/ Emily Hughes
• School System/ Mick Wayne
• NCDOT/ David Leonard
• MPO/ Tara Murphy
• Division of Coastal Management/ Robb Mairs (plan sent if land is adjacent to coastal water)
• D.E.M./ Linda Lewis
• City of Wilmington Development Services/ Ron Satterfield
_Minor Subdivisions are sent to the following agencies for additional comments.
• Engineering/ Jim Iannucci/Jason Clark
• Environmental Health/ Cathy Timpy
• CFPUA/ Bemice Johnson/Kent Harrell
Final subdivisions are sent to the following agencies for additional comments.
• Fire Services/ Matt Davis/Tom Sosebee
• Engineering/ Jim Iannucci/Jason Clark
• CFPUA/ Bernice Johnson/Kent Harrell
Upon receipt, please provide your written comments on the attached site plan back to
Planning & Inspections within (3) three weeks.
Sender Comments: PAlpo o e cnN, kc\&,A oiLa 40.4
71•iw•