SW8900225_Historical File_20080929

F iAT
\O�0 �QG Michael F.Easley,Governor
ea
- William G.Ross Jr.,Secretary
r North Carolina Department of Environment and Natural Resources
1.5
y Coleen H.Sullins Director
\44." Division of Water Quality
•
,ram
September 29, 2008
Gordon J. Ackley, President
Lockwood Folly POA
18 Clubhouse Drive
Supply, NC 28462
Subject: Stormwater Permit No. SW8 900225
Lockwood Folly Subdivision
Low Density Subdivision Permit
Brunswick County
Dear Mr. Ackley:
The Wilmington Regional Office received a complete modified Stormwater Management
Permit Application and request to transfer ownership for Lockwood Folly Subdivision on
September 9, 2008. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 900225, dated September 29, 2008, for the
construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty(30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact e'" er Linda Lewis or me at [phone].
Sin - ely,
1. ' Prey
Edwa • Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQS\STORMWATER\PERMIT1900225mod.sep08
cc: Jay Houston, P.E., Houston &Associates
Mason Anderson, Channel Side Corporation
Brunswick County Building Inspections
NCDOT District Engineer
Division of Coastal Management
Linda Lewis
Wilmington Regional Office
Central Files
Nam`,Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

State Stormwater Management Systems
Permit No.SW8 900225 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Gordon Ackley and Lockwood Folly POA
Lockwood Folly Subdivision
NCSR 1122 and NCSR 1119, near Vamum, Brunswick County
FOR THE
construction, operation and maintenance of a 25% low density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules") and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. Each of the 607 lots is limited to a maximum amount of built-upon area as
indicated in Section 11.11 of this permit and as indicated in the approved plans.
CAMA regulations may reduce the allowable built-upon area for those lots within
the AEC.
2. The overall tract built-upon area percentage for the project is not being increased
with this modification, and must be maintained at 25% or less per the
requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
6. All roof drains must terminate at least 30' from the mean high water mark.
7. Swales shall discharge into wetlands or surface waters at a non-erosive velocity.
Page 2 of 5

State Stormwater Management Systems
Permit No.SW8 900225 Mod.
II. SCHEDULE OF COMPLIANCE
1. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b. Sediment removal.
c. Mowing, and re-vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Level spreaders.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any of the items shown on the approved plans, including
the stormwater management system, design concept, built-upon area,
details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
7. No additional piping beyond that shown on the approved plans shall be allowed
except that minimum amount necessary to direct runoff beneath an impervious
surface such as a road and that minimum amount needed under driveways to
provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee is responsible for verifying that the proposed built-upon area does
not exceed the allowable built-upon area. Once the lot transfer is complete, the
built-upon area may not be revised without approval from the Lockwood Folly
HOA and the Division of Water Quality, and responsibility for meeting the built-
upon area limit is transferred to the individual property owner, provided that the
permittee complies with the requirements of Section 11.11 and 11.12 of this permit.
Page 3of5

State Stormwater Management Systems
Permit No.SW8 900225 Mod.
10. Within 30 days of completion of the project, the permittee must certify in writing
that the project's stormwater controls, and impervious surfaces have been
constructed within substantial intent of the approved plans and specifications.
Any deviation from the approved plans must be noted on the Certification.
11. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 900225, 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 as shown on Attachment A to the
permit. This allotted amount includes any built-upon area constructed
within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, and coquina, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings,
is strictly prohibited by any persons.
h. Lots within CAMA's Area of Environmental Concern may have the
permitted built-upon area reduced due to CAMA jurisdiction within the
AEC.
i. Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters.
j. All roof drains shall terminate at least 30' from the mean high water mark.
12. The permittee shall submit a copy of.the recorded deed restrictions within 30
days of the date of recording.
13. If the permittee sets up an Architectural Review Committee or Board (ARC or
ARB) to review plans for compliance with the restrictions, the plans reviewed
must include all proposed built-upon area (BUA). Any approvals given by the
ARC or ARB do not relieve the lot owner of the responsibility to maintain
compliance with the permitted BUA limit.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. All stormwater conveyances will be located in dedicated rights-of-way (public or
private), recorded common areas or recorded drainage easements. The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW8 900225 Mod.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re-issuance of the permit to change the name and incorporate such other
requirements as may be necessary. A complete Name/Ownership Change
Form, signed by both parties, must be submitted to the Division of Water Quality
accompanied by the appropriate documentation as listed on page 2 of the form.
The approval of this request will be considered on its merits, and may or may not
be approved.
6. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the permit transfer request. Transfers to third
parties by the permittee where the required documentation has not been
submitted to and approved by the Division does not relieve the permittee of
responsibility for transferring the permit.
7. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state and federal), which have jurisdiction. If
any of those permits result in revisions to the plans, a permit modification must
be submitted.
8. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater management
system and its components.
9. The permittee shall notify the Division of Water Quality in writing of any name,
ownership or mailing address changes at least 30 days prior to making such
changes.
Permit issued this the 29th day of September 2008.
NORTH ROLINA ENV RONMENTAL MANAGEMENT COMMISSION
del44.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5of5

W
W26
A) ' rMichael F.Easley,Governor
William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
'C Coleen H.Sullins,Director
Division of Water Quality
WATER QUALITY SECTION
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number: 54.) 960.22O
2. Permit Holder's Name: e/t.q ry e< S Co fin,
3. Signing official's Name: / 26ov �r+rcler�-oil/ Titl � �
(person legally res on bl for permit)
4. Mailing Address: E1 O ' /W/e. T„/
City: State: /v1 Zip: a 7
Phone: (V-� y dkwzir Fax: ( —) •
II. NEW OWNER / PROJECT/ADDRESS INFORMATION:
1. This request is for: (please check all that apply)
a.
/ Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below)
c. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit: LC/Woad Al;/ "0/7
J
3. New owner's signing official's name and title: aol-ativ L f4C/C/e'/
Title: ges/ole-Al
4. New Mailing Address: / e S4)
City: Sun* State: A/C Zip: .2 en 2
Phone: ( '/4 5 92 - 3 M 6 Fax: ( /t eY. - i' X 64,1/ ,yi
5. New Project Name to be placed on permit: 1oe/CGcy ood ;//g PC,4
Ownership/Name Change-080808 Page 1 of 3

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
I, /1/, 6rA/ /y er o,/ , attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this a.plication are not completed and that if all required
supporting information and attachments .'- not included, this application package will be
returned as incomplete.
J
So . ; g ----,L1.��- ..._�tilawiirArL.A. . �.2'. I Date:
id AO
NewApplic/an : Cert is. - . (Must be completed for al ransfers of ownership)
I,h Qoi-do,'v' / , attest that this application for an ownership
c ange has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: 4 Date: 7-10-0-8'
Mail the entire package to: NCDENR Division of Water Quality
Surface Water Protection Section —Stormwater
at the Appropriate Contact Address (see the following page)
SEP 1 12008
BY
Ownership/Name Change-080808 Page 2 of 3

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County, NC Impervious Surfaces
Stormwater Certificate•SW8-900225 Data
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) 1SF) %IMPERV NOTES: Reserve(SF) Date
Phase 1
1 20,055 5,200 4875 24.31
2 16,579 5,200 3410 20.57
3 14,741 5,200 0 0.00
4 15,240 5,200 0 0.00
5 16,082 5,200 0 0.00
6 16,287 5,200 4240 26.03
7 15,677 5,200 0 0.00
8 15,224 5,200 0 0.00
9 16,075 5,200 0 0.00
10 13,923 5,200 0 0.00
11 12,737 5,200 4025 31.60
la 14,179 5,200 0 0.00 _Lots 12&13
a 13,545 5,200 0 0.00 combined
14 15,402 5,200 5657 36.73
15 14,412 5,200 0 0.00
16 14,112 5,200 3583 25.39
17 15,545 5,200 0 0.00
18 16,105 5,200 4197 26.06
19 13,016 5,200 0 0.00
20 14,982 5,200 0 0.00
21 16,645 5,200 0 0.00
22 13,472 5,200 4190 31.10
23 13,771 5,200 0 0.00
24 19,756 5,200 7076 35.82
25 19,675 5,200 0 0.00
26 14,442 5,200 4841 33.52
27 13,441 5,200 5158 38.38
28 12,839 5,200 5400 42.06
29 11,585 5,200 5379 46.43 _
30 14,061 5,200 0 0.00
31 14,432 5,200 4145 28.72
32 18,095 5,200 0 0.00
33 24,102 5,200 5233 21.71
34 12,190 5,200 3711 30.44
35 13,823 5,200 0 0.00
36 17,856 5,200 0 0.00
37 15,026 5,200 3743 24.91
311 18,039 5,200 3444 19.09 Lots 38&39
22 14,489 5,200 3444 23.77 combined
IQ 13,996 5,200 0 0.00 Lots 40&41
41 15,006 5,200 4819 32.11 combined
42 16,378 5,200 4530 27.66 Addition 15-Aug-09
43 17,165 5,200 3296 19.20
44 17,937 5,200 0 0.00
45 18,899 5,200 4076 21.57
46 20,882 5,200 6449 30.88
47 16,508 5,200 5270 31.92
48 15,969 5,200 0 0.00
49 16,505 5,200 0 0.00
50 18,909 5,200 0 0.00
51 17,569 5,200 3823 21.76
52 12,931 5,200 3743 28.95
53 13,285 5,200 4631 34.86
New Home,
Widen
Driveway 120 7/16/2008 ,
54 11,690 5,200 4000 34.22 sq.ft. 8/5/2010
55 19 922 5,200 0 0.00
56 18,047 4,500 0 0.00 !I
57 16,333 0 0.00 LWFPOA Park
58 13,498 0 0.00 LWFPOA Park
59 12,317 4,500 0 0.00
60 15,437 4,500 4092 26.51
61 13,727 4,500 4590 33.44
62 12,024 4,500 0 0.00
63 12,575 4,500 4031 32.06
64 12,787 4,500 0 0.00
65 12,975 4,500 0 0.00
66 13,704 4,500 4292 31.32
Date Printed: 6/20/2011 Page 1

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
67 14,810 4,500 0 0.00
68 11,661 4,500 3951 33.88 _
69 18,047 4,500 0 0.00
70 19,740 4,500 7599 38.50
Zi 18,512 4,500 0 0.00 Lots 71,72&
ZZ 18,099 4,500 4709 26.02 73A combined
Za 13,970 4,500 0 0.00 Lots 73B&74
Z4 25,198 4,500 0 0.00 combined
75 17,102 4,500 4786 27.99
76 22,438 4,500 0 0.00 _
77 18,575 4,500 4837 26.04
78 13,087 4,500 4390 33.54
79 25,295 4,500 0 0.00
80 24,744 4,500 0 0.00
81 14,030 4,500 0 0.00
82 14,779 4,500 4620 31.26
Garage
addition over
existing Imp.
83 16,302 4,500 4903 30.08 Sur. 15-Aug-09
84 31,824 4,500 0 0.00
85 20,237 4,500 5574 27.54 _
86 18,140 4,500 5076 27.98
87 18,700 4,500 4508 24.11
88 12,240 4,500 3304 26.99
89 14,458 4,500 0 0.00
90 13,750 4,500 0 0.00
91 13,221 4,500 0 0.00
92 14,010 4,500 0 0.00
93 12,654 4,500 0 0.00
94 13,490 4,500 4903 36.35
95 12,831 4,500 0 0.00
96 17,817 4,500 6105 34.27
97 16,444 4,500 5684 34.57 Enclose Deck 257 6-Jan-10
98 13,977 4,500 6305 45.11
99 11,700 4,500 0 0.00
100 12,219 4,500 0 0.00
101 17,756 4,500 4778 26.91
102 16,504 4,500 4809 29.14
103 15,194 4,500 4130 27.18 Brick walk 1-Oct-08
104 13,238 4,500 0 0.00
105 15,556 4,500 0 _0.00
106 14,433 4,500 0 0.00
107 16,779 5,200 6095 36.33
108 13,680 5,200 4931 36.05
109 15,095 5,200 0 0.00
110 14,100 5,200 0 0.00
111 19,033 5,200 0 0.00
112 17,376 5,200 5928 34.12
113 17,504 5,200 5089 29.07
114 16,626 5,200 5612 33.75
115 17,205 5,200 0 0.00
116 15,361 5,200 4105 26.72
117 13,525 5,200 4964 36.70
118 17,423 5,200 3756 21.56
119 13,518 5,200 0 0.00
120 15,382 5,200 6164 40.07
121 17,192 5,200 0 0.00
122 16,362 5,200 0 0.00
123 17,445 5,200 6335 36.31
124 15,666 5,200 0 0.00
125 15,795 5,200 5884 37.25
126 16,887 5,200 0 0.00
127 19,112 5,200 0 0.00
128 15,967 5,200 0 0.00
129 15,024 5,200 0 0.00
130 22,935 5,200 4852 21.16
131 18,598 5,200 4741 25.49
132 17,091 5,200 4941 28.91
132A 13,886 5,200 0 0.00
132B 13,159 5,200 4818 36.61
133 25,884 5,200 6000 23.18
Date Printed: 6/20/2011 Page 2

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
133A 12,290 5,200 4160 33.85 New Home 7-Jan-09
133B 14,772 5,200 4649 31.47
133C 14,191 5,200 4460 31.43 New Home 5-Nov-08
133D 12,729 5,200 5140 40.38
134 15,197 5,200 4929 32.43
135 19,932 5,200 6210 31.16
136 17,587 5,200 0 0.00
137 19,343 5,200 0 0.00
138 18,786 5,200 0 0.00
139 23,076 5,200 4881 21.15
140 16,806 5,200 5345 31.80
141 15,262 5,200 0 0.00
142 17,178 5,200 0 0.00
143 14,657 5,200 5716 39.00
144 18,998 5,200 7512 39.54
145 21,501 5,200 0 0.00
146 27,624 5,200 6498 23.52
147 17,818 5,200 5557 31.19
148 18,466 5,200 7119 38.55
142 23,210 5,200 3220 13.87 Lots 149&
me 15,436 5,200 3220 20.86 150 combined
151 17,082 5,200 0 0.00 _
152 22,559 5,200 0 0.00
153 20,443 5,200 4584 22.42
154 22,078 5,200 0 0.00
155 23,799 5,200 0 0.00
156 17,908 5,200 4293 23.97
156A 12,524 5,200 4931 39.37
156E 12,439 5,200 0 0.00
156C 11,015 5,200 0 0.00
156D 11,613 5,200 0 0.00
156E 12,937 5,200 0 0.00
156E 11,871 5,200 0 0.00
156G 15,413 5,200 3665 23.78
157 14,714 5,200 0 0.00
158 15,041 5,200 4585 30.48
159 14,571 5,200 4495 30.85
160 14,250 5,200 0 0.00
161 16,501 5,200 0 0.00
162 18,304 5,200 5386 29.43
163 14,099 5,200 3989 28.29 _
164 13,125 5,200 4201 32.01 _
165 13,073 5,200 0 0.00
166 13,298 5,200 3965 29.82 _
167 13,411 5,200 0 0.00
168 20,556 5,200 0 0.00
169 17,592 5,200 0 0.00
170 15,471 5,200 0 0.00
171 12,204 5,200 0 0.00
172 14,466 5,200 0 0.00
173 25,741 5,200 0 0.00
174 23,832 5,200 0 0.00
175 12,136 5,200 0 0.00
176 12,972 5,200 0 0.00
177 15,397 5,200 3986 25.89
178 12,969 5,200 0 0.00
Date Printed: 6/20/2011 Page 3

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
Phase 2
200 16,575 5,200 5980 36.08
201 12,828 5,200 4136 32.24
222 12,729 5,200 2772.5 21.78 Lots 202&
20,; 12,743 5,200 2772.5 21.76 203 combined
204 13,910 5,200 0 0.00
205 18,564 5,200 3738 20.14
206 21,566 5,200 5846 27.11
207 22,078 5,200 5964 27.01
208 20,553 5,200 6590 32.06
209 18,334 5,200 5228 28.52
210 15,722 5,200 4719 30.02
211 20,242 5,200 5898 29.14
212 14,933 5,200 0 0.00
213 15,722 5,200 6056 38.52
214 13,952 5,200 0 0.00
215 13,464 5,200 2599.5 19.31 Lot 215&216
211 21,682 5,200 2599.5 11.99 combined
217 19,443 5,200 0 0.00
218 17,911 5,200 7814 43.63
219 18,028 5,200 0 0.00
220 17,149 5,200 0 0.00
221 16,270 5,200 4693 28.84
222 14,956 5,200 5163 34.52
223 17,669 5,200 4644 26.28
224 14,919 5,200 5080 34.05
225 14,149 5,200 3175 22.44
226 12,542 5,200 0 0.00
227 12,175 5,200 0 0.00
228 18,631 5,200 7080 38.00
229 17,756 5,200 5257 29.61
230 21,572 5,200 6038 27.99
231 20,989 5,200 4623 22.03
232 18,442 5,200 4299 23.31
233 17,069 5,200 6290 36.85
234 14,530 5,200 0 0.00
235 15,491 5,200 0 0.00
236 14,207 5,200 0 0.00
237 14,167 5,200 0 0.00
238 15,049 5,200 0 0.00
239 16,121 5,200 0 0.00
240 17,198 5,200 4710 27.39
241 17,934 5,200 0 0.00
242 17,067 5,200 0 0.00
243 16,446 5,200 4228 25.71
244 16,656 5,200 7129 42.80 _
245 18,715 5,200 4724 25.24
246 19,219 5,200 4459 23.20
247 19,863 5,200 0 0.00
248 14,266 5,200 0 0.00
249 15,412 5,200 0 0.00
Lots 250&
251A
25.4 16,088 5,200 6296 39.13 combined
251 23,667 5,200 0 0.00 Split Lot
Lots 251B&
252 14,981 5,200 4521 30.18 252 combined
253 13,386 5,200 0 0.00
254 14,775 5,200 4285 29.00
255 15,215 5,200 0 0.00
256 17,511 5,200 0 0.00
257 20,256 5,200 0 0.00
258 17,543 5,200 5154 29.38
259 17,524 5,200 0 0.00
260 22,483 5,200 0 0.00
261 18,358 5,200 0 0.00
262 16,275 5,200 0 0.00
263 17,261 5,200 0 0.00
264 33,110 5,200 8006 24.18
265 21,565 5,200 6496 30.12
266 38,019 5,200 7284 19.16
267 17,761 5,200 5393 30.36
Date Printed: 6/20/2011 Page 4

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
268 16,485 5,200 4364 26.47
269 14,812 5,200 4947 33.40
270 14,447 5,200 0 0.00
271 18,478 5,200 0 0.00
272 14,937 5,200 5547 37.14
273 14,442 5,200 4674 32.36
274 13,522 5,200 0 0.00
275 14,188 5,200 0 0.00
276 14,275 5,200 0 0.00
277 15,572 5,200 0 0.00
278 15,725 5,200 4507 28.66
279 14,139 5,200 0 0.00
280 13,777 5,200 0 0.00
281 18,750 5,200 0 0.00
282 20,220 5,200 4727 23.38
283 17,764 5,200 4698 26.45
284 14,375 5,200 0 0.00
285 14,554 5,200 4218 28.98
286 17,926 5,200 4752 26.51
287 16,544 5,200 0 0.00
288 15,406 5,200 0 0.00
289 18,051 5,200 0 0.00
290 21,341 5,200 0 0.00
291 22,690 5,200 5854 25.80
292 17,236 5,200 0 0.00
293 21,866 5,200 0 0.00
294 23,768 5,200 5795 24.38
295 21,105 5,200 0 0.00
296 16,083 5,200 3891 24.19
297 17,615 5,200 4742 26.92 _
298 15,912 5,200 5831 36.65
299 15,903 5,200 5233 32.91
Date Printed: 6/20/2011 Page 5

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
Phase 3
299A-B 35,390 7,000 9777 27.63 Combined Lot
300 21,008 7,000 0 0.00
301 19,480 7,000 6960 35.73 Drive on POA Road Ease 321 5-May-09
302 20,727 7,000 0 0.00
303 22,390 7,000 6593 29.45
304 23,314 7,000 6970 29.90
305 22,491 7,000 0 0.00
306 22,707 7,000 5883 25.91
307 27,650 7,000 7776 28.12
308 29,234 7,000 0 0.00
309 36,939 7,000 7361 19.93
310 28,070 7,000 7419 26.43
311 32,553 7,000 0 0.00
312 53,288 7,000 0 0.00
313 50,719 7,000 0 0.00
314 37,680 7,000 6723 17.84 New Home 27-May-08
315 47,074 7,000 6914 14.69
316 47,393 7,000 9251 19.52
317 28,477 7,000 0 0.00
318 27,636 7,000 7063 25.56
319 31,729 7,000 7369 23.22
320 56,650 7,000 8775 15.49
321 48,883 7,000 7129 14.58
322 59,220 7,000 10594 17.89
323 30,919 7,000 0 0.00
324 25,296 7,000 0 0.00
653 sq.ft.
325 36,913 7,000 7000 18.96 Enclose Deck 1-Apr-09
144 sq.ft.
326 32,693 7,000 6601 20.19 Patio 15-Apr-09
327 31,061 7,000 5988 19.28
328 12,111 7,000 0 0.00
329 27,762 7,000 5391 19.42
330 27,762 7,000 0 0.00
331 29,560 7,000 0 0.00
332 40,102 7,000 0 0.00
333 27,876 7,000 0 0.00
334 24,977 7,000 0 0.00
335 39,504 7,000 6180 15.64
336 31,280 7,000 5315 16.99
337 26,701 7,000 0 0.00 _
338 21,684 7,000 0 0.00
339 _ 24,455 _ 7,000 0 0.00
340 31,505 7,000 7708 24.47
341 47,806 7,000 0 0.00
342 27,331 7,000 6663 24.38
343 25,358 7,000 6720 26.50
344 22,610 7,000 5839 25.82
345 23,775 7,000 0 0.00
346 37,710 7,000 0 0.00
347 17,236 7,000 0 0.00
348 18,759 7,000 6264 33.39
349 17,251 4,500 0 0.00
350 13,598 4,500 0 0.00
351 14,163 4,500 0 0.00
352 16,503 4,500 0 0.00
,gg$ 16,979 4,500 0 0.00 Lots 353&
354 16,011 4,500 0 0.00 354 combined
355 15,675 4,500 4568 29.14
356 17,714 4,500 4447 25.10
357 21,460 4,500 0 0.00
358 18,265 4,500 4918 26.93
359 21,563 4,500 0 0.00
360 23,432 4,500 0 0.00
361 23,812 4,500 0 0.00
362 22,869 4,500 5468 23.91
363 2D,819 4,500 5233 25.14
364 18.782 4.500 5550 29.55
Date Printed: 6/20/2011 Page 6

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
Correct
discrepency
between
Official
Recorded Map
and
365 31,826 4,500 6901 21.68 spreadsheet 2,500 7-Dec-09
Date Printed: 6/20/2011 Page 7

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
Phase 4
Removed 690
sq.ft.of
circular drive,
add 192 sq.ft
screen
pourch/net
change-498 Approved May,
1 14,879 5,200 5059 34.00 sq.ft. 2010
2 14,954 5,200 5095 34.07 Lots 2&3
2 13,636 5,200 360 2.64 combined
4 14,743 5,200 0 0.00 _
5 12,504 5,200 3264 26.10
6 13,429 5,200 4171 31.06
7 13,909 5,200 5329 38.31
8 14,389 5,200 0 0.00
9 14,869 5,200 0 0.00
10 15,331 5,200 0 0.00
11 16,010 5,200 0 0.00
12 16,013 5,200 0 0.00
13 18,879 5,200 0 0.00
14 17,534 5,200 0 0.00
15 16,880 5,200 0 0.00
16 17,150 5,200 0 0.00
17 18,750 5,200 0 0.00
18 19,165 5,200 5343 27.88
19 21,334 5,200 5450 25.55
20 23,896 5,200 4630 19.38 _
21 17,575 5,200 0 0.00
22 16,168 5,200 4753 29.40
23 16,793 5,200 4913 29.26
24 15,510 5,200 0 0.00
25 18,682 5,200 5100 27.30
26 16,621 5,200 6827 41.07
27 17,479 5,200 5946 34.02
28 15,706 5,200 5215 33.20
29 16,675 5,200 0 0.00
30 17,063 5,200 U 0.00
31 17,999 5,200 0 0.00
32 16,565 5,200 5544 33.47
33 16,341 5,200 4064 24.87
34 15,266 5,200 0 0.00
35 16,574 5,200 6017 36.30
36 17,143 5,200 5478 31.95
37 17,712 5,200 0 0.00
38 17,660 5,200 0 0.00
39 16,859 5,200 5676 33.67
40 16,654 5,200 0 0.00
41 15,639 5,200 4003 25.60
42 15,124 5,200 0 0.00
43 14,713 5,200 4444 30.20
44 14,617 5,200 4999 34.20
45_ 16,499 5,200 4787 29.01
46 15,396 5,200 4402 28.59
47 16,660 5,200 5325 31.96
48 15,469 5,200 5050 32.65 120sq.ft.Gazebo 5-Aug-10
49 14,898 5,200 0 0.00
50 15,159 5,200 4870 32.13
51 15,968 5,200 0 0.00
52 19,966 5,200 0 0.00
53 25,776 5,200 0 0.00
54 30,214 5,200 0 0.00
55 23,867 5,200 0 0.00
56 23,043 5,200 0 0.00
Combined in
POA REC.
57 22,219 5,200 0 0.00 PARK 1-Jul-11
58 - 30,109 5,200 0 0.00 I
Date Printed: 6/20/2011 Page 8

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
SPRING BRANCH
i 10,105 4,500 3628 35.90
2 10,280 4,500 0 0.00
3 11,238 4,500 3557 31.65
4 10,549 4,500 3004 28.48
5 10,346 4,500 2498 24.14
6 9,578 4,500 3236 33.79
7 9,190 4,500 3343 36.38
8 9,353 4,500 3512 37.55
9 10,138 4,500 3895 38.42
10 10,872 4,500 3299 30.34
11 11,634 4,500 3321 28.55
12 12,367 4,500 3699 29.91
13 12,468 4,500 4960 39.78
14 15,318 4,500 4776 31.18
15 15,723 4,500 0 0.00
16 11,152 4,500 0 0.00
17 8,697 4,500 2996 34.45
18 7,688 4,500 2148 27.94
19 7,626 4,500 2977 39.04
20 7,984 4,500 2503 31.35
21 8,359 4,500 0 0.00
22 8,633 4,500 0 0.00
23 11,976 4,500 0 0.00
24 27,520 4,500 5670 20.60
25 24,279 4,500 0 0.00
26 18,772 4,500 0 0.00
27 17,672 4,500 5232 29.61
28 15,517 4,500 0 0.00
29 12,391 4,500 0 0.00
30 12,744 4,500 0 0.00
31 11,704 4,500 2792 23.86
32 11,972 4,500 3109 25.97
33 21,056 4,500 5367 25.49
34 17,199 4,500 5756 33.47
35 13,806 4,500 0 0.00
36 11,887 4,500 3594 30.23
37 12,317 4,500 0 0.00
38 9,547 4,500 0 0.00
39 9,906 4,500 3901 39.38
40 10,933 4,500 3500 32.01
102 sq.ft.
Kitchen
41 10,673 4,500 4108 38.49 Extension 1-Oct-10
42 10,771 4,500 0 0.00
43 10,164 4,500 0 0.00
44 9,065 4,500 0 0.00
45 11,535 4,500 3551 30.78
46 9,434 4,500 2920 30.95
47 9,505 4,500 0 0.00
48 9,331 4,500 0 0.00
49 10,983 4,500 0 0.00
50 9,675 4,500 0 0.00
51 9,604 4,500 0 0.00
52 10,247 4,500 0 0.00
150 sq.ft
Parking Pad
53 9,331 4,500 4508 48.31 Extension 150 7-Nov-09
54 10,143 4,500 0 0.00
55 10,705 4,500 0 0.00
56 11,183 4,500 5608 50.15
57 20,241 4,500 0 0.00
58 10,722 4,500 0 0.00
59 10,980 4,500 0 _ 0.00
60 11,120 4,500 0 0.00
61 11,795 4,500 0 0.00
62 12,040 4,500 0 0.00
63 11,970 4,500 0 0.00
64 12,145 4,500 0 0.00
65 11,194 4,500 3197 28.56
66 10,435 4,500 0 0.00
67 16,060 4,500 0 0.00
Date Printed: 6/20/2011 Page 9

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
68 15,234 4,500 0 0.00
69 14,382 4,500 0 0.00 _
70 12,935 4,500 0 0.00
Date Printed: 6/20/2011 Page 10

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
North Point 1
1 11,930 5,200 4682 39.25
2 12,931 5,200 3263 25.23 New Home 12/3/2008
3 14,833 5,200 4298 28.98
4 16,822 5,200 0 0.00
5 14,133 5,200 3925 27.77
6 11,637 5,200 4215 36.22
7 11,440 5,200 0 0.00
8 12,138 5,200 0 0.00
9 11,319 5,200 5382 47.55
Lots10&11A
IQ 10,244 5,200 3976 38.81 combined
11 11,999 5,200 0 0.00 Split Lot
Lots11A&12
12 10,503 5,200 4636 44.14 combined
13 10,513 5,200 4161 39.58
14 16,021 5,200 0 0.00
15 12,394 5,200 4373 35.28
16 12,715 5,200 0 0.00
17 10,676 5,200 3274 30.67
18 16,582 5,200 3943 23.78
19 10,397 5,200 4969 47.79
20 10,905 5,200 0 0.00
21 10,250 5,200 0 0.00
22 11,129 5,200 0 0.00
23 10,735 5,200 0 0.00
24 14,583 5,200 0 0.00
25 13,908 5,200 0 0.00
26 15,952 5,200 0 0.00
2Z 13,601 5,200 2258 16.60 Lots 27&28
a$ 13,046 5,200 2258 17.31 combined
29 12,439 5,200 0 0.00
30 13,125 5,200 0 0.00
31 13,693 5,200 0 0.00
32 11,361 5,200 0 0.00
33 10,101 5,200 0 0.00
34 9,070 5,200 3923 43.25
35 18,523 5,200 0 0.00
36 15,948 5,200 0 0.00
37 14,198 5,200 0 0.00
38 12,420 5,200 0 0.00
39 11,200 5,200 3423 30.56
40 11,200 5,200 0 0.00
41 11,200 5,200 0 0.00
42 11,200 5,200 0 0.00
43 11,200 5,200 4303 38.42
44 11,200 5,200 0 0.00
45 11,200 5,200 0 0.00
46 12,002 5,200 0 0.00
47 11,998 5,200 0 0.00
48 11,200 5,200 3340 29.82 New Home 5-Nov-08
49 11,200 5,200 4628 41.32
50 12,000 5,200 4636 38.63
51 11,360 5,200 0 0.00
52 13,172 5,200 0 0.00
53 14,307 5,200 0 0.00
54 14,377 5,200 0 0.00
55 19,191 5,200 5177 26.98
56 16,678 5,200 5911 35.44
57 13,750 5,200 0 0.00
58 13,431 5,200 0 0.00
59 10,801 5,200 0 0.00
60 11,710 5,200 0 0.00
61 13,081 5,200 0 0.00
62 12,161 5,200 3553 29.22
63 12,536 5,200 0 0.00
64 12,160 5,200 0 0.00
Date Printed: 6/20/2011 Page 11

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
WINDWARD VILLAGE
220 Sq.ft.
1 10,331 4,500 4373 42.33 master bath 1-Apr-09
2 12,113 4,500 4773 39.40
3 13,745 4,500 4628 33.67
4 10,935 4,500 4217 38.56
5 9,360 4,500 0 0.00
6 8,854 4,500 4245 47.94
7 8,615 4,500 0 0.00
8 9,999 4,500 4022 40.22
9 12,488 4,500 0 0.00
Lots10&11A
12 12,450 4,500 3857 30.98 combined
11 11,818 4,500 3404 28.80 Split Lot
Lots11A&12
12 10,213 4,500 0 0.00 combined
13 10,636 4,500 3860 36.29
14 10,934 4,500 3910 35.76
15 11,109 4,500 0 0.00
16 14,723 4,500 0 0.00
17 12,058 4,500 0 0.00
18 13,075 4,500 3581 27.39
19 17,183 4,500 0 0.00
20 14,423 4,500 0 0.00
21 14,034 4,500 4758 33.90
22 13,703 4,500 0 0.00
23 10,992 4,500 3612 32.86
24 10,972 4,500 0 0.00
25 10,211 4,500 0 0.00
26 9,600 4,500 0 0.00
27 9,174 4,500 0 0.00
j$ 12,014 4,500 0 0.00 Lots28&29
2.2 9,119 4,500 4912 53.87 combined
3Q 8,010 4,500 3706 46.27 Lots 30&31
31 8,008 4,500 0 0.00 combined
32 7,924 4,500 0 0.00
33 8,521 4,500 4198 49.27
34 9,047 4,500 0 0.00
35 9,659 4,500 3916 40.54
36 11,290 4,500 4307 38.15
3Z 10,291 4,500 0 0.00
3$ 11,714 4,500 4523 38.61 Lots 37,38&
32 12,035 4,500 0 0.00 39 combined
40 13,703 4,500 4385 32.00
41 9,186 4,500 4108 44.72
42 9,510 4,500 0 0.00
43 11,383 4,500 0 0.00
44 11,931 4,500 0 0.00
45 9,814 4,500 4282 43.63
46 10,553 4,500 0 0.00
47 9,696 4,500 3732 38.49 _
48 10,296 4,500 3787 36.78
49 8,414 4,500 4035 47.96 Enclose deck 1-Jul-09
50 10,368 4,500 4870 46.97
51 10,991 4,500 5124 46.62
52 11,782 4,500 0 0.00
53 13,849 4,500 4746 34.27
54 9,705 4,500 3996 41.17 New Home 17-Sep-09
55 9,875 4,500 0 0.00
56 9,446 4,500 0 0.00
57 9,806 4,500 0 0.00 1
•
Date Printed: 6/20/2011 Page 12

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Permitted Existing Adjustments to
LOT AREA IMPERVIOUS Impervious Permited POA
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Reserve(SF) Date
Genoa Pt.Tr.2
Town Homes 52,676 11,640 11640 22.10
Proposed Tr.6
Condos 163,350 75,000 0 0.00
SALES OFFICE 83,162 23,509 23509 28.27
THE LINKS Town
Homes 84,732 35,494 35494 41.89
LWF Lot 10,572 8,000 0 0.00
GENOA POINT
Condos 51,263 17,791 17791 34.71
POA Approved Additions with-in Permit
POA CLUB 53,981 9,084 9084 16.83
PRO Shop/Cart
Barn 202,402 79,506 79506 39.28
Proposed
Clubhouse •
Expansion 9000 0 0.00
Proposed Pool
Deck Expansion 5,400 0 0.00
MAINTENANCE 67,707 27,892 27892 41.20 _
ROADWAYS 991,773 991773 100.00
CARTPATHS 218,891 218891 100.00
ALL OTHER 9,207,206 0 0 0.00
Sub Totals 20,001,952 4,613,880 2,850,339 23.07 3228
Current Tennis Courts 12960 LWFPOA Park
Lots P4-057&P4-058 10400 LWFPOA Park
LFPOA Park
IMP.SURF. =
34329 35329 10,400 12,960
Total form Reserve
Reserve Balance
Reserved for
POA
Redistribution 340,547 340,547 15,197 4.46 15197 325,350
TOTALS 20,001,952 4,975,227 2,850,339 24.87
Date Printed: 6/20/2011 Page 13

Exhibit A: Impervious Surface Data SW8-900225
Location and Maximum Allowable Square Footage of Impervious Footage(in
parentheses) per Lot
Phase 1 (5200) Lots P1-001 thru P1-055
Phase 1 (4500) Lots P1-056 thru P1-106
Phase 1 (5200) Lots P1-107 thru P1-178
Phase 2 (5200) Lots P2-200 thru P2-299
Phase 2 (7000) Lot P2-299A&B
Phase 3 (7000) Lots P3-300 thru P3-348
Phase 3 (4500) Lots P3-349 thru P3-365
Phase 4 (5200) Lots P4-001 thru P4-058
SPRING BRANCH (4500)SB-001 thru SB-070
North Point(5200) Lots NP-001 thru NP-064
WINDWARD VILLAGE(4500) Lots WV-001 thru WV-057
Proposed Tr. 6 Condos(75000)
Genoa Pt. Tr. 2 (101-103) (11640)
SALES OFFICE(23509)
Links Townhomes (35458)
Channelside Condo Lot(8000)
Genoe's Point Condos (91-93) (17791)
POA Clubhouse(9084)
PRO Shop/Cart Barn (79506)
Proposed Clubhouse Expansion (9000)
Pool Deck Expansion (5400)
MAINT.AREA(27892)
ROADWAYS (991,773)
CART PATHS(218,891)
Reserved for POA Redistribution(425,000)
ALL OTHER(Common Areas, Golf Course, Ponds, ect.)(9,207,206)
TOTALS 2,809,829 Sq. Ft. of Impervious Surface at full build out
Lots with square footages that are over the allotted square footage for the neighboring
lots were developed before the current DENR certificate SW*-900225 and are
grandfathered at their current total. August 2008

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County, NC Impervious Surfaces
Stormwater Certificate SW8-900225 Data
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
1 20,055 5,200 4875 24.31
2 16,579 5,200 3410 20.57
3 14,741 5,200 0 0.00
4 15,240 5,200 0 0.00
5 16,082 5,200 0 0.00
6 16,287 5,200 4240 26.03
7 15,677 5,200 0 0.00
8 15,224 5,200 0 0.00
9 16,075 5,200 0 0.00
10 13,923 5,200 0 0.00
11 12,737 5,200 4025 31.60
12 14,179 5,200 0 0.00
13 13,545 5,200 0 0.00
14 15,402 5,200 5657 36.73
15 14,412 5,200 0 0.00
16 14,112 5,200 3583 25.39
17 15,545 5,200 0 0.00
18 16,105 5,200 4197 26.06
19 13,016 5,200 0 0.00
20 14,982 5,200 0 0.00
21 16,645 5,200 0 0.00
22 13,472 5,200 4190 31.10
23 13,771 5,200 0 0.00
24 19,756 5,200 7076 35.82
25 19,675 5,200 0 0.00
26 14,442 5,200 4841 33.52
27 13,441 5,200 5158 38.38
28 12,839 5,200 5400 42.06
29 11,585 5,200 5379 46.43
30 14,061 5,200 0 0.00
31 14,432 5,200 4145 28.72
32 18,095 5,200 0 0.00
33 24,102 5,200 5233 21.71
34 12,190 5,200 3711 30.44
35 13,823 5,200 0 0.00
36 17,856 5,200 0 0.00
37 15,026 5,200 3743 24.91
Lots 38&39
38 18,039 5,200 3444 19.09 combined
39 14,489 5,200 3444 23.77
40 13,996 5,200 0 0.00
41 15,006 5,200 4819 32.11
42 16,378 5,200 3762 22.97
43 17,165 5,200 3296 19.20
44 17,937 5,200 0 0.00
45 18,899 5,200 4076 21.57
46 20,882 5,200 6449 30.88
47 16,508 5,200 5270 31.92
48 15,969 5,200 0 0.00
49 16,505 5,200 0 0.00
50 18,909 5,200 0 0.00
51 17,569 5,200 3823 21.76
52 12,931 5,200 3743 28.95
53 13,285 5,200 4631 34.86 RECEIVED
54 11,690 5,200 0 0.00
55 19,922 5,200 0 0.00 56 18,047 4,500 0 0.00 SFP 0 9 2008
57 16,333 4,500 0 0.00
58 _ 13,498 4,500 0 0.00 DWQ
59 12,317 4,500 0 0.00
60 15,437 4,500 4092 26.51 PRAT# .
61 13,727 4,500 4590 33.44
62 12,024 4,500 0 0.00
63 12,575 4,500 4031 32.06
64 12,787 4,500 0 0.00
65 12,975 4,500 0 0.00
66 13,704 4,500 4292 31.32
67 14,810 4,500 0 0.00
68 11,661 _ _ 4,500 3951 33.88
Date Printed:9/9/2008 Page 1 44,Sc
61

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
69 18,047 4,500 0 0.00 .
70 19,740 4,500 7599 38.50
71 18,512 4,500 0 0.00
Lots 71,72&
72 18,099 4,500 4709 26.02 73 combined
73 13,970 4,500 0 0.00
74 25,198 4,500 0 0.00
75 17,102 4,500 4786 27.99
76 22,438 4,500 0 0.00
77 18,575 4,500 4837 26.04
78 13,087 4,500 4390 33.54
79 25,295 4,500 0 0.00_
80 24,744 4,500 0 0.00
81 14,030 4,500 0 0.00
82 14,779 4,500 4620 31.26
83 16,302 4,500 4903 30.08
84 31,824 4,500 0 0.00
85 20,237 4,500 5574 27.54
86 18,140 4,500 5076 27.98
87 18,700 4,500 4508 24.11
88 12,240 4,500 3304 26.99
89 14,458 4,500 0 0.00
90 13,750 4,500 0 0.00
91 13,221 4,500 0 0.00
92 14,010 4,500 0 0.00
93 12,654 4,500 0 0.00
94 13,490 4,500 4903 36.35
95 12,831 4,500 0 0.00
96 17,817 4,500 6105 34.27
97 16,444 4,500 5684 34.57
98 13,977 4,500 6305 45.11
99 11,700 4,500 0 0.00 _
100 12,219 4,500 0 0.00
101 17,756 4,500 4778 26.91
102 16,504 4,500 4809 29.14
103 15,194 4,500 4071 26.79
104 13,238 4,500 0 0.00
105 15,556 4,500 0 0.00
106 14,433 4,500 0 0.00
107 16,779 5,200 6095 36.33
108 13,680 5,200 4931 36.05
109 15,095 5,200 0 0.00
110 14,100 5,200 0 0.00
111 19,033 5,200 0 0.00
112 17,376 5,200 5928 34.12
113 17,504 5,200 5089 29.07
114 16,626 5,200 5612 33.75
115 17,205 5,200 0 0.00
116 15,361 5,200 4105 26.72
117 13,525 5,200 4964 36.70
118 17,423 5,200 3756 21.56
119 13,518 5,200 0 0.00
120 15,382 5,200 6164 40.07
121 17,192 5,200 0 0.00
122 16,362 5,200 0 0.00
123 17,445 5,200 6335 36.31 _
124 15,666 5,200 0 0.00
125 15,795 5,200 5884 37.25
126 16,887 5,200 0 0.00
127 19,112 5,200 0 0.00
128 15,967 5,200 0 0.00
129 15,024 5,200 0_ 0.00
130 22,935 5,200 4852 21.16
131 18,598 5,200 4741 25.49
132 17,091 5,200 4941 28.91
132A 13,886 5,200 0 0.00
132B 13,159 _ 5,200 4818 36.61
133 25,884 5,200 6000 23.18
133A 12,290 5,200 0 0.00
133B 14,772 5,200 4649 31.47
133C 14,191 5,200 4460 31.43
133D 12,729 5,200 5140 40.38 _ 342I coot)
coat\
Date Printed:9/9/2008 Page 2
I

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County, NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
134 15,197 5,200 4929 32.43
135 19,932 5,200 6210 31.16
136 17,587 5,200 0 0.00
137 19,343 5,200 0 0.00
138 18,786 5,200 0 0.00
139 23,076 5,200 4881 21.15
140 16,806 5,200 5345 31.80
141 15,262 5,200 0 0.00
142 17,178 5,200 0 0.00
143 14,657 5,200 5716 39.00
144 18,998 5,200 7512 39.54
145 21,501 5,200 0 0.00
146 27,624 5,200 6498 23.52
147 17,818 5,200 5557 31.19
148 18,466 5,200 7119 38.55
Lots 149&
149 23,210 5,200 3220 13.87 150 combined
150 15,436 5,200 3220 20.86
151 17,082 5,200 0 0.00
152 22,559 5,200 0 0.00
153 20,443 5,200 4584 22.42
154 22,078 5,200 0 0.00
155 23,799 5,200 0 0.00
156 17,908 5,200 4293 23.97
156A 12,524 5,200 4931 39.37
156B 12,439 5,200 0 0.00
156C 11,015 5,200 0 0.00
156D 11,613 5,200 0 0.00
156E 12,937 5,200 0 0.00
156F 11,871 5,200 0 0.00
156G 15,413 5,200 3665 23.78
157 14,714 5,200 0 0.00
158 15,041 5,200 4585 30.48
159 14,571 5,200 4495 30.85
160 14,250 5,200 0 0.00
161 16,501 5,200 0 0.00
162 18,304 5,200 5386 29.43
163 14,099 5,200 3989 28.29
164 13,125 5,200 4201 32.01
165 13,073 5,200 0 0.00
166 13,298 5,200 3965 29.82
167 13,411 5,200 0 0.00
168 20,556 5,200 0 0.00
169 17,592 5,200 0 0.00
170 15,471 5,200 0 0.00
171 12,204 5,200 0 0.00
172 14,466 5,200 0 0.00
173 25,741 5,200 0 0.00
174 23,832 5,200 0 0.00
175 12,136 5,200 0 0.00
176 12,972 5,200 0 0.00
177 15,397 5,200 3986 25.89
178 12,969 5,200 0 0.00
Z7 y gcv(U
Si
Date Printed:9/9/2008 Page 3

•
September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
•
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
Phase 2
200 16,575 5,200 5980 36.08
201 12,828 5,200 4136 32.24
Lots 202&
202 12,729 5,200 2772.5 21.78 203 combined
203 12,743 5,200 2772.5 21.76
204 13,910 5,200 0 0.00
205 18,564 5,200 3738 20.14
206 21,566 5,200 5846 27.11
207 22,078 5,200 5964 27.01
208 20,553 5,200 6590 32.06
209 18,334 5,200 5228 28.52
210 15,722 5,200 4719 30.02
211 20,242 5,200 5898 29.14
212 14,933 5,200 0 0.00
213 15,722 5,200 6056 38.52
214 13,952 5,200 0 0.00
Lot 215&216
215 13,464 5,200 2599.5 19.31 combined
216 21,682 5,200 2599.5 11.99
217 19,443 5,200 0 0.00
218 17,911 5,200 7814 43.63
219 18,028 5,200 0 0.00
220 17,149 5,200 0 0.00
221 16,270 5,200 4693 28.84
222 14,956 5,200 5163 34.52
223 17,669 5,200 4644 26.28
224 14,919 5,200 5080 34.05
225 14,149 5,200 3175 22.44
226 12,542 5,200 0 0.00
227 12,175 5,200 0 0.00
228 18,631 5,200 7080 38.00
229 17,756 5,200 5257 29.61
230 21,572 5,200 6038 27.99
231 20,989 5,200 4623 22.03
232 18,442 5,200 4299 23.31
233 17,069 5,200 6290 36.85
234 14,530 5,200 0 0.00
235 15,491 5,200 0 0.00
236 14,207 5,200 0 0.00
237 14,167 5,200 0 0.00
238 15,049 5,200 0 0.00
239 16,121 5,200 0 0.00
240 17,198 5,200 4710 27.39
241 17,934 5,200 0 0.00
242 17,067 5,200 0 0.00
243 16,446 5,200 4228 25.71
244 16,656 5,200 7129 42.80
245 18,715 5,200 4724 25.24
246 19,219 5,200 4459 23.20
247 19,863 5,200 0 0.00
248 14,266 5,200 0 0.00
249 15,412 5,200 0 0.00
250 16,088 5,200 6296 39.13
251 23,667 5,200 0 0.00
252 14,981 5,200 4521 30.18
253 13,386 5,200 0 0.00
254 14,775 5,200 4285 29.00
255 15,215 5,200 0 0.00
256 17,511 5,200 0 0.00
257 20,256 5,200 0 0.00
258 17,543 5,200 4758 27.12 '
259 17,524 5,200 0 0.00
260 22,483 5,200 0 0.00
261 18,358 5,200 0 0.00
262 16,275 5,200 0 0.00
_ 263 17,261 5,200 0 0.00
264 33,110 5,200 8006 24.18
265 21,565 5,200 6496 30.12
266 38,019 5,200 7284 19.16
267 17,761 5,200 5393 30.36
268 16,485 5,200 4364 26.47
Date Printed:9/9/2008 Page 4 35 2 ?at) (ock

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
269 14,812 5,200 4947 33.40
270 14,447 5,200 0 0.00
271 18,478 5,200 0 0.00
272 14,937 5,200 5547 37.14
273 14,442 5,200 4674 32.36
274 13,522 5,200 0 0.00
275 14,188 5,200 0 0.00
276 14,275 5,200 0 0.00
277 15,572 5,200 0 0.00
278 15,725 5,200 4507 28.66
279 14,139 5,200 0 0.00
280 13,777 5,200 0 0.00
281 18,750 5,200 0 0.00
282 20,220 5,200 4727 23.38
283 17,764 5,200 4698 26.45
284 14,375 5,200 0 0.00
285 14,554 5,200 4218 ' 28.98
286 17,926 5,200 4752 26.51
287 16,544 5,200 0 0.00
288 15,406 5,200 0 0.00
289 18,051 5,200 0 0.00
290 21,341 5,200 0 0.00
291 22,690 5,200 5854 25.80
292 17,236 5,200 0 0.00
293 21,866 5,200 0 0.00
294 23,768 5,200 5795 24.38
295 21,105 5,200 0 0.00
296 16,083 5,200 3891 24.19
297 17,615 5,200 4742 26.92
298 15,912 5,200 5831 36.65
299 15,903 5,200 5233 32.91
I Col 2c,
Date Printed:9/9/2008 Page 5 IV

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
Phase 3
299A-B 35,390 7,000 9777 27.63 Combined Lot
300 21,008 7,000 0 0.00
301 19,480 7,000 0 0.00
302 20,727 7,000 0 0.00
303 22,390 7,000 6593 29.45
304 23,314 7,000 6970 29.90
305 22,491 7,000 0 0.00
306 22,707 7,000 5883 25.91
307 27,650 7,000 7776 28.12
308 29,234 7,000 0 0.00
309 36,939 7,000 7361 19.93
310 28,070 7,000 7419 26.43
311 32,553 7,000 0 0.00
312 53,288 7,000 0 0.00
313 50,719 7,000 0 0.00
314 37,680 7,000 0 0.00
315 47,074 7,000 6914 14.69
316 47,393 7,000 9251 19.52
317 28,477 7,000 0 0.00
318 27,636 7,000 7063 25.56
319 31,729 7,000 7369 23.22
320 56,650 7,000 8775 15.49
321 48,883 7,000 7129 14.58
322 59,220 7,000 10594 17.89
323 30,919 7,000 0 0.00
324 25,296 7,000 0 0.00
325 36,913 7,000 6347 17.19
326 32,693 7,000 6457 19.75
327 31,061 7,000 5988 19.28
328 12,111 7,000 0 0.00
329 27,762 7,000 5391 19.42
330 27,762 7,000 0 0.00
331 29,560 7,000 0 0.00
332 40,102 7,000 0 0.00
333 27,876 7,000 0 0.00
334 24,977 7,000 0 0.00
335 39,504 7,000 6180 15.64
336 31,280 7,000 5315 16.99
337 26,701 7,000 0 0.00
338 21,684 7,000 0 0.00
339 24,455 7,000 0 0.00
340 315505 7,000 7708 24.47
341 47,806 7,000 0 0.00
342 27,331 7,000 6663 24.38
343 25,358 7,000 6720 26.50 _
344 22,610 7,000 5839 25.82
345 23,775 7,000 0 0.00
346 37,710 7,000 0 0.00
347 17,236 7,000 0 0.00
348 18,759 7,000 6264 33.39
349 17,251 4,500 0 0.00
350 13,598 4,500 0 0.00
351 14,163 4,500 0 0.00
352 16,503 4,500 0 0.00
353 16,979 4,500 0 0.00
354 16,011 4,500 0 0.00
355 15,675 4,500 4568 29.14
356 17,714 4,500 4447 25.10
357 21,460 4,500 0 0.00
358 18,265 4,500 4918 26.93
359 _21,563 4,500 0 0.00
360 23,432 4,500 0 0.00
361 23,812 4,500 0 0.00
362 22,869 4,500 5468 23.91
363 20,819 4,500 5233 25.14
364 18,782 4,500 5550 29.55
365 31,826 4,500 6901 21.68
gZ&Scx
Date Printed: 9/9/2008 Page 6
O1C°6

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
Phase 4
1 14,879 5,200 5557 37.35
2 14,954 5,200 5095 34.07
3 13,636 5,200 0 0.00
4 14,743 5,200 0 0.00
5 12,504 5,200 3264 26.10
6 13,429 5,200 4171 31.06
7 13,909 5,200 5329 38.31
8 14,389 5,200 0 0.00
9 14,869 5,200 0 0.00
10 15,331 5,200 0 0.00
11 16,010 5,200 0 0.00
12 16,013 5,200 0 0.00
13 18,879 5,200 0 0.00
14 17,534 5,200 0 0.00
15 16,880 5,200 0 0.00
16 17,150 5,200 0 0.00
17 18,750 5,200 0 0.00
18 19,165 5,200 5343 27.88
19 21,334 5,200 5450 25.55
20 23,896 5,200 4630 19.38
21 17,575 5,200 0 0.00
22 16,168 5,200 4753 29.40
23 16,793 5,200 4913 29.26
24 15,510 5,200 0 0.00
25 18,682 5,200 5100 27.30
26 16,621 5,200 6827 41.07
27 17,479 5,200 5946 34.02
28 15,706 5,200 5215 33.20
29 16,675 5,200 0 0.00
30 17,063 5,200 _ 0 0.00
31 17,999 5,200 0 0.00
32 16,565 5,200 5544 33.47
33 16,341 5,200 4064 24.87
34 15,266 5,200 0 0.00
35 16,574 5,200 6017 36.30
36 17,143 5,200 5478 31.95
37 17,712 5,200 0 0.00
38 17,660 5,200 0 0.00
39 16,859 5,200 5676 33.67
40 16,654 5,200 0 0.00
41 15,639 5,200 4003 25.60
42 15,124 5,200 0 0.00
43 14,713 5,200 4444 30.20
44 14,617 5,200 4999 34.20
45 16,499 5,200 4787 29.01
46 15,396 5,200 4402 28.59
47 16,660 5,200 5325 31.96
48 15,469 5,200 4930 31.87
49 14,898 5,200 0 0.00
50 15,159 5,200 4870 32.13
51 15,968 5,200 0 0.00
52 19,966 5,200 0 0.00
53 25,776 5,200 0 0.00
54 30,214 5,200 0 0.00
55 23,867 5,200 0 0.00
56 23,043 5,200 0 0.00
57 22,219 5,200 0 0.00
58 30,109 5,200 0 0.00
30JCpCo
(.5S
Date Printed:9/9/2008 Page 7

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
SPRING BRANCH 290D
1 10,105 4,500 3628 35.90
2. 10,280 4,500 0 0.00
3 11,238. 4,500 3557 31.65
4 10,549 4,500 3004 28.48
5 10,346 4,500 2498 24.14
6 9,578 4,500 3236 33.79
7 9,190 4,500 3343 36.38
8 9,353 4,500 3512 37.55
9 10,138 4,500 3895 38.42
10 10,872 4,500 3299 30.34
11 11,634 4,500 3321 28.55
12 12,367 4,500 3699 29.91
13 12,468 4,500 4960 39.78
14 15,318 4,500 4776 31.18
15 15,723 4,500 0 0.00
16 11,152 4,500 0 0.00
17 . 8,697 4,500 2996 34.45
18 7,688 4,500 2148 27.94
19 7,626 4,500 2857 37.46
20 7,984 4,500 2503 31.35
21 8,359 4,500 0 0.00
22 8,633 4,500 0 0.00
23 11,976 4,500 0 0.00
24 27,520 4,500 5670 20.60
25 24,279 4,500 0 0.00
26 18,772 4,500 0 0.00
27 17,672 4,500 5232 29.61
28 15,517 4,500 0 0.00
29 12,391 4,500 0 0.00
30 12,744 4,500 0 0.00
31 11,704 4,500 2792 23.86
32 11,972 4,500 3109 25.97
33 21,056 4,500 5367 25.49
34 17,199 4,500 5756 33.47
35 13,806 4,500 0 0.00
36 11,887 4,500 3594 30.23
37 12,317 4,500 0 0.00
38 9,547 4,500 0 0.00
39 9,906 4,500 3901 39.38
40 10,933 4,500 3500 32.01
41 10,673 4,500 4306 40.34
42 10,771 4,500 0 0.00
43 10,164 4,500 0 0.00
44 9,065 4,500 0 0.00
45 11,535 4,500 3551 30.78
46 9,434 4,500 2920 30.95
47 9,505 4,500 0 0.00
48 9,331 4,500 0 0.00
49 10,983 4,500 0 0.00
50 9,675 4,500 0 0.00
51 9,604 4,500 0 0.00
52 10,247 4,500 0 0.00
53 9,331 4,500 4508 48.31
54 10,143 4,500 0 0.00
55 10,705 4,500 0 0.00
56 11,183 4,500 5608 50.15
57 20,241 4,500 0 0.00
58 10,722 4,500 0 0.00
59 10,980 4,500 0 0.00
60 11,120 4,500 0 0.00
61 11,795 4,500 0 0.00
62 12,040 4,500 0 0.00
63 11,970 4,500 0 0.00
64 12,145 4,500 0 0.00
•65 11,194 4,500 3197 28.56
66 10,435 4,500 0 0.00
67 16,060 4,500 0 0.00
68 15,234 4,500 0 0.00
69 14,382 4,500 0 0.00
70 12,935 4,500 0 0.00 2 '`
Date Printed: 9/9/2008 Page 8 J 1 5 06O 10

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF) Date
North Point
1 11,930 5,200 4682 39.25
2 12,931 5,200 0 0.00
3 14,833 5,200 3992 26.91
4 16,822 5,200 0 0.00
5 14,133 5,200 3925 27.77
6 11,637 5,200 4215 36.22
7 11,440 5,200 0 0.00
8 12,138 5,200 0 0.00
9 11,319 5,200 5382 47.55
10 10,244 5,200 3976 38.81
11 11,999 5,200 0 0.00
12 10,503 5,200 4636 44.14
13 10,513 5,200 4161 39.58
14 16,021 5,200 0 0.00
15 12,394 5,200 4373 35.28
16 12,715 5,200 0 0.00
17 10,676 5,200 3274 30.67
18 16,582 5,200 3943 23.78
19 10,397 5,200 4969 47.79
20 10,905 5,200 0 0.00
21 10,250 5,200 0 0.00
22 11,129 5,200 0 0.00
23 10,735 5,200 0 0.00
24 14,583 5,200 0 0.00
25 13,908 5,200 0 0.00
26 15,952 5,200 0 0.00
Lots 27&28
• 27 13,601 5,200 2258 16.60 combined
28 13,046 5,200 2258 17.31
29 12,439 5,200 0 0.00
30 13,125 5,200 0 0.00
31 13,693 5,200 0 0.00
32 11,361 5,200 0 0.00
33 10,101 5,200 0 0.00
34 9,070 5,200 3923 43.25
35 18,523 5,200 0 0.00
36 15,948 5,200 0 0.00
37 14,198 5,200 0 0.00
38 12,420 5,200 0 0.00
39 11,200 5,200 3423 30.56
40 11,200 5,200 0 0.00
41 11,200 5,200 0 0.00
42 11,200 5,200 0 0.00
43 11,200 5,200 4303 38.42
44 11,200 5,200 0 0.00
45 11,200 5,200 0 0.00
46 12,002 5,200 0 0.00
47 11,998 5,200 0 0.00
48 11,200 5,200 0 0.00
49 11,200 5,200 4628 41.32
50 12,000 5,200 4636 38.63
51 11,360 5,200 0 0.00
52 13,172 5,200 0 0.00
53 14,307 5,200 0 0.00
54 14,377 5,200 0 0.00
55 19,191 5,200 5177 26.98
56 16,678 5,200 5911 35.44
57 13,750 5,200 0 0.00
58 13,431 5,200 0 0.00
59 10,801 5,200 0 0.00
60 11,710 5,200 0 0.00
61 13,081 5,200 0 0.00
62 12,161 5,200 3553 29.22
63 12,536 5,200 0 0.00
64 12,160 5,200 0 0.00
332 300
Date Printed:9/9/2008 Page 9

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) 9/o IMPERV NOTES: Revision(SF) Date
WINDWARD VILLAGE
1 10,331 4,500 4153 40.20
2 12,113 4,500 4773 39.40
3 13,745 4,500 4628 33.67
4 10,935 4,500 4217 38.56
5 9,360 4,500 0 0.00
6 8,854 4,500 4245 47.94
7 8,615 4,500 0 0.00
8 9 999 4,500 4022 40.22
9 12,488 4,500 0 0.00
10 12,450 4,500 3857 30.98
11 11,818 4,500 3404 28.80
12 10,213 4,500 0 0.00
13 10,636 4,500 3860 36.29
14 10,934 4,500 3910 35.76
15 11,109 4,500 0 0.00
16 14,723 4,500 0 0.00
17 12,058 4,500 0 0.00
18 13,075 4,500 3581 27.39
19 17,183 4,500 0 0.00
20 14,423 4,500 0 0.00
21 14,034 4,500 4758 33.90
22 13,703 4,500 0 0.00
23 10,992 4,500 3612 32.86
24 10,972 4,500 0 0.00
25 10,211 4,500 0 0.00
26 9,600 4,500 0 0.00
27 9,174 4,500 0 0.00
28 12,014 4,500 0 0.00
29 9,119 4,500 4912 53.87
30 8,010 4 500 3706 46.27 _
31 8,008 4,500 0 0.00
32 7,924 4,500 0 0.00
33 8,521 4,500 4198 49.27
34 9,047 4,500 0 0.00
35 9,659 4,500 3916 40.54
36 11,290 4,500 4307 38.15
37 10,291 4,500 0 0.00
38 11,714 4,500 4523 38.61
39 12,035 4,500 0 0.00
40 13,703 4,500 4385 32.00
41 9,186 4,500 4108 44.72
42 9,510 4,500 0 0.00
43 11,383 4,500 0 0.00
44 11,931 4,500 0 0.00
45 9,814 4,500 4282 43.63
46 10,553 4,500 0 0.00
47 9,696 4,500 3732 38.49
48 10,296 4,500 3787 36.78
49 8,414 4,500 3815 45.34
50 10,368 4,500 4870 46.97
51 10,991 4,500 5124 46.62
52 11,782 4,500 0 0.00
53 13,849 4,500 4746 34.27
54 9,705 4,500 0 0.00
55 9,875 4,500 0 0.00
56 9,446 4,500 0 0.00
57 9,806 4,500 0 0.00
Z50Sc'7
49
Date Printed: 9/9/2008 Page 10

September,2007 Lockwood Folly Subdivision Stormwater Calculations
Revised August,2008 Brunswick County,NC Impervious Surfaces
Adjustments
Permitted Existing Requireing
LOT AREA IMPERVIOUS Impervious Minor Permit
LOCATION (SF) AREA(SF) (SF) %IMPERV NOTES: Revision(SF)
Genoa Pt.Tr.2
Town Homes 52,676 11,640 11640 22.10
Proposed Tr.6
Condos 163,350 75,000 0 0.00
SALES OFFICE 83,162 23,509 23509 28.27
THE LINKS Town
Homes 84,732 35,458 35458 41.85
LWF Lot 10,572 8,000 0 0.00
GENOA POINT
Condos 51,263 17,791 17791 34.71
POA CLUB 53,981 9,084 9084 16.83
PRO Shop/Cart
Barn 202,402 79,506 79506 39.28
Proposed
Clubhouse
Expansion _ 9000 0 0.00
Proposed Pool
Deck Expansion 5,400 0 0.00
MAINTENANCE 67,707 27,892 27892 41.20
ROADWAYS 991,773 991773 100.00
CARTPATHS 218,891 218891 100.00
ALL OTHER 9,207,206 0 0 0.00
Sub Totals 20,001,952 4,627,344 2,815,191 23.13 0
Reserved for
POA
redistribution 340,547 340,547 0 340,547
TOTALS 20,001,952_ 4,967,891 2,815,191 24.84
62C) - ifsfbf2l
Date Printed: 9/9/2008 Page 11

Exhibit A: Impervious Surface Data SW8-900225
Location and Maximum Allowable Square Footage of Impervious Footage(in
parentheses)per Lot
Phase 1 (5200) Lots P1-001 thru P1-055
Phase 1 (4500) Lots P1-056 thru P1-106
Phase 1 (5200) Lots P1-107 thru P1-178
Phase 2 (5200) Lots P2-200 thru P2-299
Phase 2 (7000) Lot P2-299A&B
Phase 3 (7000) Lots P3-300 thru P3-348
Phase 3 (4500) Lots P3-349 thru P3-365
Phase 4 (5200) Lots P4-001 thru P4-058
SPRING BRANCH (4500) SB-001 thru SB-070
North Point(5200) Lots NP-001 thru NP-064
WINDWARD VILLAGE(4500) Lots WV-001 thru WV-057
Proposed Tr. 6 Condos(75000)
Genoa Pt. Tr. 2 (101-103) (11640)
SALES OFFICE (23509)
Links Townhomes(35458)
Channelside Condo Lot(8000)
Genoe's Point Condos(91-93) (17791)
POA Clubhouse (9084)
PRO Shop/Cart Barn (79506)
Proposed Clubhouse Expansion (9000)
Pool Deck Expansion (5400)
MAINT.AREA(27892)
ROADWAYS (991,773)
CART PATHS (218,891)
Reserved for POA Redistribution (425,000)
ALL OTHER(Common Areas, Golf Course, Ponds, ect.) (9,207,206)
TOTALS 2,809,829 Sq. Ft. of Impervious Surface at full build out
Lots with square footages that are over the allotted square footage for the neighboring
lots were developed before the current DENR certificate SW*-900225 and are
grandfathered at their current total. August 2008

SW8-900225 Lockwood Folly
Subject: SW8-900225 Lockwood Folly
From: "Gordon Ackley" <[e-mail]>
Date: Mon, 8 Sep 2008 19:01:18 -0400
To: "Linda Lewis" <[e-mail]>
CC: "Jay Houston" <[e-mail]>
Linda, per our meeting on Monday, September 8, 2008 I have attached the revised BUA Spreadsheet
and Exhibit A for the Covenant amendment.
I have a meeting with Mason Anderson on Wednesday to sign the transfer of ownership form you
gave me.
I also have a certified copy of the deed transferring ownership of the Lockwood Folly Development
from Channel Side Corp to the POA.
I have a Dr. appointment in Wilmington on Thursday 9/11 in the AM. I will drop these documents off
to you before I head back to Lockwood.
Thank for meeting with me today and finally bring this process to closure,
Gordon
SW8 900225 lockwoodfollydata 09 08 08.xls Content-Type: application/vnd.ms-excel
Content-Encoding:base64
Content-Type: application/vnd.ms-excel
Covenant Amendment Certificate SW8-900225 Exibit A.xl
Content-Encoding:base64
1 of 1 9/9/2008 8:51 AM

LOCKWOOD FOLLY PROPERY OWNER'S
ASSOCIATION/STORM WATER MANAGEMENT
Lockwood Folly POA do Gordon Ackley
18 Clubhouse Drive
Supply,N.C.28462
NCDENR Regional Office do Linda Lewis,Rhonda Hall
127Cardinal Drive Ext.
Wilmington,N.C. 28405
August 12,2008
Re: SW8-900225 (Lockwood Folly Stormwater Master Plan)
Linda&Rhonda,
We wish to thank NCDENR for their efforts and support of the plan revision of SW8-900225,
including the repair and upgrades of our existing storm water system.Following your meeting
(Marchl,2007)with HDR Engineering on our behalf,a storm water Master Plan for the Lockwood
Folly subdivision was developed which incorporates recommendations made by your office regarding
improvements. It is our understanding that you have requested and now have received all updated
survey data relative to BUA and impervious area restrictions implicit with Lockwood Folly's
classification. (We now assume that your office will notify us relative to our request for a Plan
Revision?)
As per previous communications,we have kept both DENR and Brunswick County
Engineering informed of any construction activity that was required to address specific drainage
problems caused by deteriorated pipes under roadways which created unsafe conditions.
Again we must advise you of a particularly serious drainage problem which,we feel,must be
addressed immediately. Our Master Plan Project B-lb and B-2 is high priority because of flooding of
private property,road ways,and adjacent septic fields which all flood after major storm events. We
currently have no relief from flooding in this area.
The solution recommended by HDR is identified in appendix A,Projects B-lb and B-2.
This work will include the construction of new grassy swales to promote infiltration of water from
minor storms. Because of the direct impact to the safety and welfare of property owners in this area,
this work must be implemented immediately to avoid future problems for these residences.
Once the Certificate modification has been approved and a permit issued the Lockwood Folly
Covenants need to be amended and a process needs to be established to enforce and record our future
growth.Please schedule a time when we could meet with you to finalize these issues and the
modification of SW8-900225 and our Stormwater Master Plan. We look forward to hearing from
you.
Thank you for your attention to this matter.
Respectfully, RECEIVED
AUG 1 3 2008
71/41/17„,
BY:
Gordon Ackley(910)842-38
President Lockwood Folly POA

HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone[phone] 117 Pine Street
Facsimile(910)754-2121 Post Office Box 627
Monday,August 11, 2008
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
N. C. Department of Environment and Natural Resources RECEIVED
127 Cardinal Drive Extension
Wilmington, North Carolina 28405 AUG 1 3 2008
Subject: Lockwood Folly Plantation BY:
Stormwater Permit SW8 900225
Response to Your Email Dated April 21, 2008
Dear Ms. Lewis:
With reference to the subject communicative email, the following are our
responses to your questions and comments:
1. Additional typical roadway details and dimensions are shown on Sheet 1
of 2 of the enclosed revised overall plans.
2. Detailed record drawings of the clubhouses, maintenance area, the sales
office area, and The Links are shown on Sheet 2 of 2. There is currently
no site specific plan for the LFW lot but it was determined to allow for
8,000 square feet of future impervious arca. Additionally, as a result of
the "as-built" surveying done on the areas you requested, we found that
the maintenance area, in particular, has significantly more impervious
area than originally accounted for in the form of graveled parking. We
have reduced the amount of "Reserved for POA redistribution" category
by 25,000 square feet to 425,000 square feet to account for this. The
total impervious surface percentage at build out is now calculated at
24.82%. It was previously calculated at 24.83%.
3. Your lot count is correct based upon how the lots are accounted for on
the attached 10-page Impervious Area spreadsheet printout. Some of the
lots have been combined to accommodate one house and these are noted
as such on the printout. The only exception I'm aware of is Lot 299A-B
which may or may not be technically two lots but is counted as one
since it was a late addition, apparently, and was purchased by one
person to combine and place a home on.
4. The exterior tract boundary bearings and distances have been placed on
the overall drawing and were provided by Norris & Ward surveyors. The
computed area is 459.18 acres.
5. It is our understanding that the POA is or has provided the signed
documents to you. Additionally, the POA has an electronic copy of the
spreadsheet and they will manage the tracking of impervious surfaces
going forward utilizing this tool.

August ,11, 2008 Page Two Lockwood Folly Plantation
Ms. Lewis Impervious Area Calculations
Response to April 21, 2008 Email
6. Lot 365 is located on Genoes Point Road.just North and West of Myrtle
Point Circle and is one of the Lockwood Folly River lots but is on the
opposite side of the road from the river. It is also between holes number
15 and 16 located adjacent to the tee at Hole 16. It stands alone and is
not bounded by any other lot. There is an existing house on the lot.
Hopefully, this completes the process of documentation of the Lockwood
Folly stormwater impervious surface area and will allow the review and
permitting of a separate application by others to go forward. I have found this
POA to be very much on top of tracking building projects and impervious
surfaces and I believe they will continue to monitor this closely in the future
such that the letter and intent of the state's stormwater program will be met. I
also strongly believe that the 425,000 square feet of additional allowable
impervious surface area will never be fully used and that the actual impervious
surface at full build-out will be significantly less.
If there are any questions, please feel free to contact us at your
convenience and we will respond at once.
��`ro CARo/* Sincerely,
0.• E.Ss/p•
IS :41 SEAL ter' = ,',J► �.
9816 • `.
••0 ; ' ' . Houston P E
9.1�9% ,HOu ,0���� Houston and Associates, P.A.
III
Attachments
pc: Mr. Mason Anderson - Channelside Corporation
Mr. Gordon Ackley - Lockwood Folly Plantation POA
File; ( 07-1082- LW Folly Stormwater Sept. 2007)

Lockwood Folly SW8 900225
Subject: Lockwood Folly SW8 900225
From: Linda Lewis <[e-mail]>
Date: Mon, 21 Apr 2008 17:47:35 -0400
To: Jay Houston<[e-mail]>, Gordon Ackley<[e-mail]>
Jay:
I've managed to answer or eliminate a few of the questions from my November, 21,
2007, addinfo letter, attached. The following still need to be addressed. Please
let me know if these will be addressed by the HOA submittal.
1. Road and cul-de-sac section details need to be added to the plans. Include road
width, radius, curbing, sidewalk, and label the 3:1 or flatter ditch side slopes.
2. Detailed layout and grading plans for both clubhouses, maintenance area, sales
office, The Links and the LFW lot.
3. I count 607 lots total. Please confirm or correct my count.
4. Bearings and distances on the outer 459 acre property lines need to be added to
the plans.
5. I have the 10 page lot listing and BUA breakdown document that you provided, but
I do not have any signed documents from the HOA indicating that these are the BUA
limits that will be recorded upon issuing the permit.
6. I can't find Lot #365 on the plans. What street is it located on, or what other
Lot numbers are adjacent to it?
Linda
Content-Type: application/msword
900225.nov07.doc
Content-Encoding: base64
Content-Type: application/msword
NOTARYDEEDREST-LDSD.doc
Content-Encoding: base64
1 of 1 4/21/2008 5:47 PM

Re:Lockwood Folly Plantation-SW8 900225 -Request for Additio...
Subject: Re: Lockwood Folly Plantation- SW8 900225 - Request for Additional Time
From: Linda Lewis <[e-mail]>
Date: Fri, 14 Mar 2008 11:17:33 -0400 1
To: Jay Houston<[e-mail]>
Jay:
Sorry about the confusion regarding this application. You are correct regarding the
575 AEC line. Lockwood Folly is no longer being considered for ORW status,
therefore, the 575' line is no longer applicable and need NOT be shown on the
plans.
The March 10, 2008, letter from Mr. Ackley and Mr. Van Dusen indicates that once
the permit is issued, the deed restrictions will be amended to show the new BUA
allocations.
Linda
Jay Houston wrote:
We are working on the comments from your letter of November 21,
2007 . Due to the end of year items which all businesses must
attend to, the Thanksgiving and Christmas holiday period (where our
company takes half of our ten holiday days off) , and the schedule
of others, we will need additional time to respond to all of the
comments. With respect to Comment #6 and Comment #7 from your
letter, you and I had a lengthly discussion concerning the 575 '
line (called the AEC by you in your letter) which was included in
the original permit . The original condition was required at that
time because the Division was CONTEMPLATING designating the
Lockwood Folly River as Outstanding Resource Waters (ORW) and thus
required that the river be treated as such in the original
submittal . The designation was never applied and the river today
remains WITHOUT that designation. I asked you specifically if the
575 ' line had to be addressed in the permit renewal and you replied
that it did not . In other words, the total project had to still
meet the 25% total cap on impervious area but not any special "sub
area" . We proceeded on that basis with the very detailed analysis
which is now before you. If it is determined that the artificial
575 ' line has to be treated as described in your letter, it will
require a significant additional effort, (by us and the project
surveyor) , to adjust the plans and calculations to meet this
unwarranted requirement . We will need much longer than the 30-day
maximum period which you state in your letter. We have initiated
obtaining other information that you have requested in your
letter. Please verify with me immediately that the 575 ' line is
NOT a requirement so that we can avoid further delays in resolving
the issues of this permit including getting the POA the correct
information relative to issuing approvals of home siting plans and
implementing an overall stormwater plan for the development . Also,
it is my understanding from Mr. Gordon Ackley that you have the
document (s) addressed in your Comment #8 .
As always, thank you for your attention to this matter.
1 3/14/2008 11:51 AM

Re:Lockwood Folly Plantation- SW8 900225-Request for Additio...
Jay
Jay R. Houston, P. E.
Houston and Associates, P.A.
Consulting Engineers
Post Office Box 627
117 Pine Street
Shallotte, North Carolina 28459
(910) 754-6324
2 of 2 3/14/2008 11:51 AM

Lockwood Folly SD SW8 900225
Subject: Lockwood Folly SD SW8 900225
From: Linda Lewis <[e-mail]>
Date: Fri, 14 Mar 2008 09:41:59 -0400
To: Gordon Ackley<[e-mail]>
CC: Jay Houston<[e-mail]>
Gordon:
I received a letter from the Lockwood Folly Property Owner's Association dated
March 10, 2008. I've asked around the office and no one has seen any information
come into our office in response to my November 21, 2007, request for additional
information (copy attached) .
If Mr. Houston mailed in a package or dropped it off, it either never made it here,
or was misplaced. Unfortunately, this has been a fairly common occurrence in the
last year.
I'll copy Mr. Houston on this email. Please resubmit the package to my attention
and I'll take care of it ASAP.
Linda
Content-Type: application/msword lf
900225.nov07.doc
Content-Encoding: base64
1 of 1 3/14/2008 9:42 AM

LOCKWOOD FOLLY PROPERY OWNER'S
ASSOCIATION/STORM WATER MANAGEMENT
Clubhouse slue
Supply,N.C.28462
NCDENR Regional Office cdo Linda Lewis,Rhonda Hall RECEIVED
127Cardinal Drive Ext. n 4\1? I ) -'00
Wilmington,N.C. 28405 BY
March 10,2008 ._ __ __ _
Linda&Rhonda,
This letter is both to re-affirm our request fora plan revision of SW8 900225,including upgrades to our existing
storm water system,and also to advise y4.h of a particular drainage problem which.we feel,mug be addressed
immediately.
On March 1,2007 you met with Mr.Ronald Geiger of HDR Engineering,who was contracted by the Lockwood Folly
POA,to develop a"Strom Water Master Plan"for the Lockwood subdivision. Suggestions made by your office
were incorporated in a finalized SW Master Plan document and a copy sent to you for review.This then began our
formal request for a plan revision. You had also requested updated data relative to BUA and impervious area
restrictions,implicit with Lockwood Folly's classification.
It is our understanding that the requested information was compiled and provided to DENR by Houston Associates
for Channel Side Corporation(the original developer)in Decemberof 2007. It is also our understanding that the
1990 Channel Side SW application can now be reviewed and hopefully completed. Although Lockwood Folly has
no control over Channel Side's submissions for BUA,our POA covenants will reflect BUA,impervious area,and
roadside swale regulations. We are requesting that you review these submissions and approve our request for a
Plan Revision.
During this long process,specific drainage problems have occurred due to deteriorated pipes under roadways,
resulting in collapsed and unsafe pavement We have been cautious in making repairs to reolace gob existing
devices,and not add any new pipe nor control structure! We have also kept Brunswick County Engineering
informed of any construction activity.
Recently however,an unsafe drain issue was discovered for MP project D-1 at Channel Side Drive.(seepage 13 of
SW Master Plan). Improving this existing drain,underthe roadway,will only increase the risk of flooding of Iwo
house foundations on parcels#86&#87,during a major storm event. The solution,recommended by HDR is to
install an open pipe drain from an existing Swale between lots#91&92,underthe roadway,discharging into
pond#24 between lots#86&#85. The old drain mute would then be abandoned. Because of the direct impact
to safety and welfare of property owners,this work will be implemented as soon as possible.
Please contact us if you have any questions orcomment
Thank you,
John Van Dus`en—Chairman Lockwood Folly SWM Committee// Gordon Acldey---President Lockwood Folly POA
�r#dh C. V4'`-,Vif .[phone] 10)842-3836
(ic:R.Geiger(HDR Inc.), B.Flora(Bronco)

CCa Svrvr.En..m14i G+Ny 0."d,..fr_'gsIBIETI Wlyc itiryPCA11T%19PATAV,lank •lacOns412'E70118Fr,m14,r fnaffismArall'•I t.tUQ7yed0321-2 1i
l
j \
4 i ! \
1
i?
, 4
\ \ \
2 CCI j
�A m'�(� Rio odao.ram .. i.11 w �^�. ti x�A—,..... 7 ,' . ./- •' -- _�, I
\ a r.,.>
II %
\ ; /
/ ....� Est` g /
N.- 11
�— ��'
.
\ 4P t-. 0
\ , ,
i ` `; � g ,
\ .
.A. k
l _\ -.-.'''?,•,;,.\ 1 / O
:-... ‘C"'�./A \ , l S tN.t e a
3 I �(^c
.. -- ^_ ... ® ill $
2 a
d
%'1 . \ / 1 1 � � Q
'\ / . `�
! girlV g \\\\Z /
se 31
. ,�. \ ' i 1 5

' `• 161
I
T." , 3
BF, 109 P 0589
L 6 56 NAY 30 NI 4:09 •
,L.1
Jam -•, -
es P1 tui 4132.
LeLon
•
I:ORTM CA O INA WARRANTY DEED { F� FY
p�Q1� vs'
THIS DEED, Made this '3iat y of Hay, 1996, by and between
•
¢RAIITOR GRANTEE
CHANNEL SIDE COP.PORATION, LOCKWOOD FOLLY PROPERTY OWNERS
a corporation organized and existing OWNERS ASSOCIATION, INC.,
under the laws of the State of a corporation organized and •
Worth Carolina and existing under the laws of •
the State of North Carolina
309 Club House Drive SW
Supply, VC 2B462 •
The designation Grantor and Grantee as used herein shall include said
parties, their successors and assigns. •
W I T N E S S E T H :
The Grantor. for valuable consideration, paid by the Grantee, the •
receipt of which is hereby acknowledged, has and by these presents does
grant, bargain, sell and convey unto the Grantee in fee simple, all those
certain parcels of land and easements situated in Lockwood Folly Township,
Brunswick County, North Carolina, and more particularly described as
follows:
ACCESS EASEMENT: A perpetual, concurrent right of ingress and
egress for the Property Owners, their racily members, and guests
over and along the access easement from SR 1119 to the boundaries
of Lockwood Folly Subdivision as described in Deed Book 644 at
Page 163, in Map Cabinet R, Page 351, and in Map Book 17 at Pages
329, 330. and 331 of the Brunswick Registry. •
PARKING LOT EASEL+.ENT: A perpetual, concurrent right and easement
to use the Parking Lot located On Tract G as appears in Hap Book _
17 at Pages 329, 330, and 331 of the Brunswick Registry, in favor
of the members, guests, and invitees of the Lockwood Folly
Property Owners' Association While using the Property Owners'
Club House and Swimming Pool_
STREETS: All streets located within Lockwood Folly Subdivision,
according to a survey by Norris a Ward Land Surveyors, PA, dated
January 37, 1996, duly recorded in Map Book 17 at Pages 329, 330
and 331 of the Brunswick Registry, SUBJECT, HOWEVER, TO THE
FOLLOWING RESERVATIONS AND EASETIEI1TS:
1. All Drainage Easements, all Irrigation Easements, and
•
all Cartpath Easements as shown on the plat and as
described thereon.
2. An assignable right of ingress and egress for all L 7 8
renbers, guests, and emp]oyees of the owners of the
Golf Course.
Prepared by Mason H. Anderson, Attorney ,gbf1t..1.1

_. • Ike :ek `s ea 7.
- — .mot- - - l
• - -/?'s
BKtfl9IP0590
3. Any other easements (which ray be assigned) within the
roadways which may Le necessary for the operation and
maintenance of the Golf Course Property within the
subdivision.
COMMON BREAS OTHER THAN STREETS (PONDS, PROPERTY OWNERS' CLUB
HOUSE. TENNIS COURTS. BOAT STORAGE AND BOAT RAMP ACCESS,: All of
Areas 1 through 15 inclusive, according to a survey by Norris s
Ward Land Surveyors, PA, dated January 17, 2996, duly recorded in
Nap Book 17 at Pages 329, 330, and 331 of the Brunswick Registry, e -.
SUBJECT TO AU ASSIGNABLE RIGHT OF INGRESS AND EGRESS FOR ALL -
MEMBERS, GUESTS. MID EMPIAYEES OF THE OWNER OF THE GOLF COURSE
OVER AREA 1.
Further, all streets, common areas, and easements arc SUBJECT to
the rights relating to the operation and maintenance of the Golf
Course in favor of the owners of the Golf Course as described in
the Master Declaration of Covenants, Conditions, and Restriction:
for Lockwood Folly Subdivision as recorded in Deed Book: 695 et
Page 968 of the Brunswick Registry. ' •
The Grantee by acceptance of this Deed of Conveyance hereby
acknowledges that the Grantor owns numerous platted lots in the -
subdivision which it is offering for sale and numerous
undeveloped parcels which it intends to develop and offer for .
sale in the future; and therefore, GltNTOR DOES HEREBY RESERVE
FOR ITSELF, ITS SUCCESSORS AND ASSIGNS AND ITS AND THEIR AGEf;Te,
EMPLOYEES, THEIR MACHINERY AND EQUIPMENT, INVITEES, PROSPECTS,
AND GUESTS THE FOLLOWING EASEMENTS AND RIGHTS: i.
1. The free right of ingress and eyress over and along all —
streets.
e.
2. The right of entry on all common areas.
3_ The right to Ferforn any work, including laying of any
utility lines within any street right-of-way or any
cannon areas as necessary in the development of
Grantor's retained property or any portion thereof.
Further, by acceptance of this Deed of Conveyance, Grantee
acknowledges that a portion of the sewer system serving the . •
Property Owners' Club House which is located within Area 1 is _
located cn a portion of Tract G (a portion of the Golf Course • -•-
Property) shown in Map Book 17, Page 329 of the Brunswick
Registry. This sewer system also serves the Golf Course Pro-Shop
and attendant facilities. GRANTOR DOES HEREBY GRANT AN EASEMENT
IN THE SEWER SYSTEM LOCATED WII'IHIN TRACT G TO THE GRANTEE SO AS
TO CONTINUE SEWER SERVICE TO THE PROPERTY OWNERS' CLUU HOUSE.
The Grantee by acceptance of this easement and the benefits -
flowing therefrom hereby agrees, for itself, its successora and
assigns to reimburse the Grantor or any future owners of the Golf
Course Pro-Shop its pro-rata share of the cost of taxes,
maintenance, operation, and repair or replacement of the system.
For these purposes, pro-rated costs shall be arrived at based
upon the best available information as to relative gallonage of
waste water being disposed of into the system by the Golf Course
Pro-Shop and the Property Owners' Club House.
The Property described in this conveyance is an integral part of
Lockwood Folly Subdivision and as such is bound by the Master .
Declaration and Covenants, Conditions and Restrictions contained -'
therin as appears in Deed Book 695 at Page 696 as the same may be
amended from time to tins.
TO HAVE AND TO HOLD the aforesaid parcels and easements, together with
all privileges and appurtenances therto belonging unto the Grantee, its
successors and assigns, to its only use and behoof forever, subject to the
reservations and restrictions set out above. ,
'r.
1 .

NIUEr s Bk0 1
••
Bg I O 9 I F.5 0 5 9 I
dndi the Grantor to•:enilntt with the Grantee that the Grantor is seized
of the premises in ffe simple, has the right to convey the trace In Iee
simple, the title is marketable and tree an.1 clear of 411 en,Lur:.brana:es, enJ
the Grantor will ::arrant and defend the title against the lawful clef:.t: et
all persons whomsoever, except, however, the reservations and restrictions •
set out above.
I11 TESTI:.OI:Y :;HEREOF, the Grantor has caused this ins_runent to Le
signed in its corporate name by its President and attested by its
Secretary/Treasurer, and sealed with its corporate seal, on the day ar.J
year firit•••a,ove written.
tiptt• ps' CII:.II:IEL SIDE CORPOit:.TlG:a
(COP R a4Cg
: of -
°lal;a ° by: _Paul D. Dennis, President .
ATTEST."i,n„•.....••'
41 )
Mason II. Anderson ti •
Secretary/Treasurer
STATE OF NORTH CAROLINNA
COUIrFV )dlCa.)
I, df I! 4 a Rotary Public of the County and
State aforesaid, r o hereby cent fy that MASON H. ANDERSON personally came •
before me this day and acknowledged that he is seccetsry/Treasurer of
CHANNEL SIDE CORPORATION, a :north Carolina Corporation, and that by .
authority duly given and as the act of the corporation, the foregoing was
signed in its name by its President, Sealed With its corporate seal and
attested by him as its Secretary/Treasurer.
A
1.1ITNESS my hand and official sea , this he/ of .ay, ]Ct. .
notary{ J bit •
My Cc tier Qn Expires:
•
STATE OFNO1 rfI CAROLINA
COUNTY OF BRUNSWIC} /
The Foregoing(or annexed)Certificate(sl of 1 Amick. L L.
Notary(ies)Public is(are)Certified so be Correa.This ��`r Instrument was filed for Rcgisttatinn on[his 3(..0iil David iLial
in the Book and Page shown en the First Page tercet. .1996,
ROIIER 'J.ROB11SOA Register of licrds

Lockwood Folly Plantation-SW8 900225 -Request for Additional...
Subject: Lockwood Folly Plantation- SW8 900225 - Request for Additional Time
From: Jay Houston<[e-mail]>
Date: Tue, 18 Dec 2007 11:34:23 -0500
To: Linda Lewis<[e-mail]>
CC: Mason Anderson<[e-mail]>, Gordon Ackley<[e-mail]>
We are working on the comments from your letter of November 21, 2007. Due to the end of year
items which all businesses must attend to,the Thanksgiving and Christmas holiday period(where our
company takes half of our ten holiday days off), and the schedule of others, we will need additional
time to respond to all of the comments. With respect to Comment#6 and Comment#7 from your
letter, you and I had a lengthly discussion concerning the 575 ' line (called the AEC by you in your
letter) which was included in the original permit. The original condition was required at that time
because the Division was CONTEMPLATING designating the Lockwood Folly River as Outstanding
Resource Waters (ORW) and thus required that the river be treated as such in the original submittal.
The designation was never applied and the river today remains WITHOUT that designation. I asked
you specifically if the 575' line had to be addressed in the permit renewal and you replied that it did
not. In other words, the total project had to still meet the 25%total cap on impervious area but not
any special "sub area". We proceeded on that basis with the very detailed analysis which is now
before you. If it is determined that the artificial 575' line has to be treated as described in your letter, it
will require a significant additional effort, (by us and the project surveyor), to adjust the plans and
calculations to meet this unwarranted requirement. We will need much longer than the 30-day
maximum period which you state in your letter. We have initiated obtaining other information that
you have requested in your letter. Please verify with me immediately that the 575' line is NOT a
requirement so that we can avoid further delays in resolving the issues of this permit including getting
the POA the correct information relative to issuing approvals of home siting plans and implementing
an overall stormwater plan for the development. Also, it is my understanding from Mr. Gordon
Ackley that you have the document(s) addressed in your Comment#8.
As always, thank you for your attention to this matter.
Jay
Jay R. Houston, P.E.
Houston and Associates, P.A.
Consulting Engineers
Post Office Box 627
117 Pine Street
Shallotte, North Carolina 28459
[phone]
e( 2- I('ZI
nomi.a3 suient.-4
1 of 1 3/14/2008 10:44 AM

Re: Stormwater control&amount of impervious surface
Subject: Re: Stormwater control& amount of impervious surface
From: Linda Lewis<[e-mail]>
Date: Mon, 26 Nov 2007 09:15:02 -0500
To: "Michael Collins, Sr." <[e-mail]>
CC: Tom Reeder<[e-mail]>
Mr. Collins:
The original developer of Lockwood Folly is in the process of modifying the state
stormwater permit with us at this time. I just requested additional information
from them last Wednesday to complete the review. They supposedly accounted for
everyone's lot, although the way it was presented to me, I cannot tell you how much
BUA your lot was assigned because it's being tracked by a lot number within a
specific named Section, not by address. I was not able to discern the boundaries of
the named Sections. Once I receive the additional information, hopefully, I can
tell you your lot's BUA limits. The originally permitted BUA limits were 3,000
(multi-family lots) or 4,500 (within the 575' AEC) or 5,200 (all other SF lots) ,
depending on location.
Linda
Michael Collins, Sr. wrote:
Linda, thanks so much for your response. . . . I purposely held off
providing
the info you requested hoping the HOA would follow through but
unfortunately
I think they are struggling. Our lot is located in Lockwood Folly
Golf
Links in Supply (Supply is actually the post office; the
sub-division is
next to Varnumtown & Holden Beach) . We are Lot 314 in Lockwood
Folly which
is on Stone Chimney Rd. Any help you could give us would be
greatly
appreciated. . . .have a great Thanksgiving & we will be anxiously
waiting for
your reply
Regards,
Mike Collins
Original Message
From: Linda Lewis [mailto: [e-mail]] Sent : Thursday,
October 25, 2007 9 : 10 AM
To: Michael Collins, Sr.
Cc: 'Tom Reeder' ; 'Ed Beck'
Subject : Re: Stormwater control & amount of impervious surface
Mr. & Mrs. Collins :
The regulations that you included in your email, quoting Tom
Reeder, are the NPDES Phase II post-construction stormwater
requirements that went into effect July 1, 2007 . Currently, only
Brunswick, New Hanover and Onslow counties are affected by the
Phase II rules .
11/26/2007 11:52 AM

Re: Stormwater control&amount of impervious surface
I 'd like to get a little background as to the location of your lot .
What is the name of the subdivision? There is probably an existing
State Stormwater permit that has allocated a maximum amount of
built-upon area for your lot already. If this is the case, I
believe that the existing State Stormwater permit will govern the
allowable BUA, not the Phase II regulations for 12% or 24%. When
you bought your lot, your lawyer should have given you a copy of
the recorded deed restrictions and protective covenants . In the
body of that document you should find a section dedicated to
"Stormwater Management" or perhaps "Architectural Control" or
something to that effect, which will reference the permit number
and outline the maximum alllowable BUA for the lots in that
subdivision. Please let me know the name of your subdivision and
if you have a copy of the recorded deed restrictions . If the HOA is
the permittee, they would be enforcing the State Stormwater permit
conditions, not the Phase II rules .
If this is a stand-alone lot that is not located within a State
Stormwater permitted subdivision, neither the State Stormwater
rules nor the Phase II rules will apply. The exceptions to this are
if the construction of your home will cause more than 1 acre to be
disturbed, in which case the Phase II rules will apply, or if a
CAMA Major permit is required, in which case, the State Stormwater
rules will apply. A CAMA Major may be required if there is any
construction proposed within the AEC or if any other state permit
(such as a 401 wetlands permit or an Erosion Control plan approval)
or federal permit (such as a 404 wetlands permit) is required.
Please contact Debbie Wilson with the Division of Coastal
Management in Wilmington, at 910-796-7270 for information regarding
the potential for a CAMA Major permit for this lot.
I hope I haven' t confused the issue too much with all this
information. If I have, please let me know and I ' ll do my best to
explain.
Linda
Michael Collins, Sr. wrote:
Tom, no problem. . . .we ' ll anxiously wait to hear
from Linda and/or Ed. I
hope you understand our frustration in wanting to
make sure 1) we comply
with the regulations and 2 ) the homeowner ' s
association is interpreting it
correctly. Thanks again & have a nice weekend.
Original Message
From: Tom Reeder [mailto : tom. reeder@ncmail . net]
Sent : Friday, October 12 , 2007 3 : 24 PM
I
2 of 4 11/26/2007 11:52 AM

Re: Stormwater control&amount of impervious surface
To : Michael Collins, Sr .
Cc : Ed Beck; Linda Lewis
Subject : Re : Stormwater control & amount of
impervious surface
Mr & Mrs Collins - I sincerely apologize that it
has taken me so long to respond to your e-mail . I
am cc ' ing this response to Ed Beck and Linda Lewis
of our Wilmington Regional Office . They are the
individuals responsible for ensuring that covered
activities in Brunswick County meet our State
requirements and can provide you the best technical
answers to your question . Again, I ' m sorry my
response is so tardy.
Michael Collins , Sr. wrote :
Tom, can you explain to me the regulations
regarding the amount of impervious surface
allowed when planning & building a home? My wife
& I own a lot on the Lockwood Folly River in
Brunswick County, near Holden Beach. We are in
the process of planning the home, etc & want to
make sure we abide by the rules . . . I remember an
article in the Brunswick Beacon about a year ago
where you were quoted below. . I retrieved this
from the archived editions of the Beacon . .
If you ' re within a half mile and draining to
shellfish resource waters , your low-density
threshold will go from 25 percent to 12
percent , " said Tom Reeder, manager of the
wetlands and stormwater branch of the North
Carolina Division of Water Quality.
What that means : At some sites , impervious
surfaces can cover no more than 12 percent of
the developed property, unless an engineer has
designed a method to control run-off . An example
of an engineered stormwater control is a
retention pond.
3 of 4 11/26/2007 11:52 AM

Re: Stormwater control&amount of impervious surface
"Right now, you can do 25 percent (impervious
surface) or two houses per acre without
stormwater controls , " Reeder said.
Under the new rules , someone is free to develop
more than 12 percent , but stormwater control and
treatment of run-off must be appropriate, he
said.
Can you please provide more information or
direct us to a website that provide the
requirements in detail? I want to make sure our
homeowners association, which has to approve our
plans , is current regarding the existing
regulations . Thanks a lot for your time & we are
looking forward to hearing from you . . . take care
Regards ,
Mike & Ruth Collins
mjcollins@cox . net <mailto :mjcollins@cox . net>
703 -846-5322 (w)
3 -689-9652 (h)
4 of 4 11/26/2007 11:52 AM

0 'j i A t Michael F.Easley,Governor
U C- William G.Ross Jr.,Secretary
r) 1 r North Carolina Department of Environment and Natural Resources
y
L r; • 'C Coleen H.Sullins Director
Division of Water Quality
November 21, 2007
Mason Anderson
Channel Side Corporation
do the Anderson Law Firm
PO Box 2245
Shallotte, NC 28459
Subject: Request for Additional Information
Stormwater Project No. SW8 900225
Lockwood Folly Plantation
Brunswick County
Dear Mr. Anderson:
The Wilmington Regional Office received the final piece of the Stormwater Management
Permit Plan Revision for Lockwood Folly Plantation on September 21, 2007. Beginning shortly
after incomplete recorded deed restrictions were submitted in June, 2004, this project
embarked on a lengthy process to survey the property and to verify the existing BUA. In the
meantime, a plan revision to address flooding problems was submitted for approval. This
approval was delayed until the BUA situation could be cleared up. The survey of the existing
property was recently finished, so the BUA issue to demonstrate compliance with the 25%
density limit and the plan revision to address flooding are being reviewed together. A
preliminary review of the submitted information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. Please provide road section details and cul-de-sac radii on the revised plans.
2. Please provide detailed layout and grading plans for both of the clubhouse areas,
the maintenance area, and the sales office.
3. I'm having a lot of trouble tracking the lot numbers within a group. Please provide
an additional plan sheet highlighting the lots within each listed grouping.
4. How many total lots are there? In the 1990 approval, it appeared that there were
548 lots, broken down as 422 single family lots and 126 multi-family lots.
5. Please provide bearings and distances for the outer property lines of the project
(NOT for each individual lot).
6. Please provide a calculation of the BUA within the 575' AEC, based on the
proposed changes to the lot BUA's. This calculation must result in a density of
25% or less within the 575' AEC.
7. Please show the 575' AEC line on the plans.
N�°OChnCaro' a
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: n.���.ns;�_�I�.rdi alit.i r� Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

Mr. Anderson
November 21, 2007
Stormwater Application No. SW8 900225
8. Please provide a signed, proposed deed restriction amendment to add the
BUA limits, or a signed resolution from the HOA, accepting the BUA limits
and promising to abide by them when issuing approvals for future lot
development or additions to existing lots.
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 December
21, 2007, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address or fax number at the bottom
of this letter. A time extension of up to a maximum of 30 additional days may be
granted. Once this extra 30 days is up, the application will be returned if the additional
information is not received by the due date. 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 linda.lewis(cr�ncmail.net.
Sincerely,
Linda Lewis
Environmental Engineer III
ENB/arl: S:IWQS\STORMWATERIADDINFO120071900225.nov07
cc: Jay Houston, P.E., Houston & Associates
Gordon Ackley, Consultant to Lockwood Folly POA
Linda Lewis
Page 2 of 2

HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone[phone] 117 Pine Street
Facsimile(910)754-2121 Post Office Box 627
Monday, September 17, 2007
Ms. Linda Lewis, Environmental Engineer
RECEIVED
Division of Water Quality S E P 2 1 2007
N. C. Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405 ay: S 9G�Z 2
Subject: Lockwood Folly Plantation
Impervious Area Calculations for Stormwater Permit SW8 900225
Dear Ms. Lewis:
On behalf of Channelside Corporation and the Lockwood Folly Property
Owners Association (POA), including the Architectural Review Board (ARB), I
am pleased to submit to you a total project area calculation of impervious
surfaces, including a revised and updated map, showing the entire subject
project.
This effort has involved the continued action of the very active and
involved POA with its ARB, survey support from Norris & Ward Land Surveyors
and staff from our office. It was necessary to recreate documents that were
originally prepared in the late 1980's to update the existing golf course
community masterplan with accurate impervious surface coverage from aerial
photography and data from ARB records of individual lots and other areas. It
was also necessary to obtain a closed boundary of the entire project since this
was never done because the exact limits of the surrounding river, marsh and
waterway were not needed, originally, for recorded subdivision maps. The
resulting product is believed to be very accurate and has been prepared
utilizing the best available information and data.
Following a compilation of the data, Lockwood Folly will have no more
than 24.83% impervious area for the entire 459-acre development. This
impervious surface includes the unbuilt houses, driveways, and other related
impervious surfaces associated with the building of homes. The developer has
several parcels left on which to build multi-family units and/or commercial
interests.and there is also an allowance for planned expansion of the pool and
clubhouse which will be performed by the POA. All of these items, existing and
future, are included within the spreadsheet calculations.
Methodology
As stated above, it was first necessary to obtain a correct and closed
boundary. It was necessary to obtain the recorded plats from the surveyor so
that actual lot areas could ,be adjusted from the original land plan. The
surveyor was then directed to obtain any missing information which was not
available previously including any adjustments made to lots, golf course
corridors, streets, common areas, or multi-family areas.

September 17, 2007 Page Two Lockwood Folly Plantation
Ms. Lewis Impervious Area Calculations
Brunswick County has aerial photography of virtually the entire county
and this information was utilized as the "backbone" of the map that is
attached. From the aerial photography, it was possible to overlay the
boundary and other field-obtained survey data. It was also possible to align
the photography with the field survey data to ensure the . best possible
accuracy. Roadways were aligned within roadway rights-of-way and the golf
course corridors were also aligned with known survey points on the ground.
Because of the open nature of the golf course development, rooftops, driveways
and other'impervious surfaces were readily visible in the aerial photograph.
The next step was to digitize the roadways, parking lots, amenity area
buildings, cart paths, multi-family areas, rooftops, driveways, patios, and other
miscellaneous impervious surfaces on the aerial photograph. This was a very
tedious process but resulted in the ability to then precisely calculate the areas
for each impervious area.
Once the areas were calculated and tabulated for each of the impervious
surface categories, an Excel spreadsheet was created so that area calculation
could be entered and tabulated. This Excel model' can be utilized, in an
ongoing process, to track actual impervious surface and to provide a useful
tool for the ARB to report changes to its members and to regulatory authorities
as needed. The spreadsheet is set up to include each lot, the cart paths, the
roadways, the amenity areas, the multi-family areas, maintenance area, sales
office, clubhouses, and future areas planned.
It is my understanding that the ARB and Lockwood Folly Plantation POA
has plans to implement a stormwater drainage management plan following the
state's review of the impervious surface area data presented in the attached
documents. It is the writer's opinion that the' plan will limit the storm
drainage impacts to property, without significantly compromising stormwater
quality, during severe or excessive rainfall events.
If there are any questions, please feel free to contact us at your
convenience and we will respond at.,91-wp.
.0 cm? �0�*i
ate. 's S/ �//�.� Sincerely,
.a SEAL .fir':
9816 i = //��Nil
•s •
�}'l;GlllE;� p'��� .. Houston, P.E.
r// NO W ,L•,.17 on.and Associates, P.A.
pc: Mr. Mason Anderson - Channelside Corporation
Mr. Gordon Ackley - Lockwood Folly Plantation POA
File; ( 07-1082- LW Folly Stormwater. Sept, 2007)

Lockwood Folly Storm Water Master Plan
Subject: Lockwood Folly Storm Water Master Plan
From: "Gordon Ackley" <[e-mail]>
Date: Mon, 4 Jun 2007 15:06:05 -0400
To: "Linda Lewis" <[e-mail]>
CC: "Claire Shea" <[e-mail]>, "Fred Kingston" <[e-mail]>, "Gordon"
<[e-mail]>, "Ken Palumbo" <[e-mail]>, "Linda Issit" <[e-mail]>,
"Pat Hogan" <[e-mail]>, "Bill Benton" <[e-mail]>
Linda,
I have been in contact with Channel Side Corp (Mason Anderson) and Houston
Associates (Jay Houston) on a weekly basis since April to try to expedite the information
DENR needs to finalize the modification to SW8 900225. To date I do not believe the
information you requested has been provided.
In a correspondence from your office to Mr. Anderson, dated June 13, 2005, you had
given Mr. Anderson until July 13, 2005 to respond with the requested information or
face potential "enforcement action".
Whereas:
This process is directly impacting the health, safety and welfare of Lockwood Folly
property owners because we can not get your approval to implement the stormwater
modifications reviewed with you by HDR Engineering until this process as been completed.
And
The date for compliance has long past and you still do not have the information
requested and that the POA Board of Directors is not getting anywhere in encouraging them
to comply.
Therefore:
The POA Board of Directors is asking for your help to get Channel Side Corp. to comply
with the requests of NCDENR.
Could you contact them again to restate the position of NCDENR?
Thank you;
Gordon
Original Message From: Gordon Ackley
To: Linda Lewis
Sent: Thursday, March 29, 2007 12:32 PM
Subject: Lockwood Folly Storm Water Master Plan
Linda,
I understand from Ron Geiger, HDR Engineering of the Carolinas, that the impervious
surface information you require for Stormwater project No. SW8 900225 has not been
provided to date by Channel Side Corp. or Houston Associates Engineering.
Now that this process is directly impacting the health, safety and welfare of Lockwood
Folly property owners the POA Board of Directors has contacted Channel Side Corp (Mason
Anderson) and Houston Associates (Jay Houston) to try to expedite the information DENR
needs to finalize the modification to SW8 900225.
1 of 2 6/4/2007 4:14 PM

Lockwood Folly Storm Water Master Plan
When this has been accomplished the Lockwood Folly POA Board of Directors will need
to meet with DENR to understand all of the specific restrictions, documentation
and reporting requirements that will need to be met to assure compliance.
As you are well aware this has been a long and drawn out process which we both would
like to see completed.
Please keep me up dated on the progress of this project and let me know if there is
anything the POA can do to assist you.
Thank you;
Gordon Ackley
[phone]
[phone] cell
pordon(c�atmc.net
President, Lockwood Folly POA
2 of 2 6/4/2007 4:14 PM

Re:Lockwood Folly Stormwater Master Plan
Subject: Re: Lockwood Folly Stormwater Master Plan
From: Linda Lewis<[e-mail]>
Date: Mon, 26 Mar 2007 09:09:54-0400
To: "Geiger,Ronald A." <[e-mail]>
CC: Gordon Ackley<[e-mail]>, Ed Beck<[e-mail]>
Mr. Geiger:
Yes, it is possible, however, as we discussed at our meeting, I prefer to handle
both at the same time. If the drainage improvements alone are permitted, the
Division loses it's leverage in keeping the lot BUA problem-solving moving along.
We want to keep the HOA motivated to resolve the lot BUA issue. The Division is
obligated to obtain compliance and cannot knowingly issue a permit to a project
that is in violation unless the permit application will resolve the violation. Is
Lockwood Folly prepared to offer anything in return for approving this drainage
project, such as placing a voluntary moratorium on building in the subdivision
until the BUA situation is resolved and permitted?
Additionally, there is some uncertainty on the Division's part as to whether the
subdivision has actually maintained overall low density. If it turns out that the
subdivision has exceeded it's maximum allowed density, or pockets of high density
have been created that will require treatment, then the drainage improvements
you've already designed will probably need to be revised yet again to deal with
creating infiltration systems before/after the amenity ponds.
I know that you are involved only from the aspect of solving some of the drainage
and flooding problems and are not responsible for dealing with the current BUA
problems. Unfortunately, because the HOA has dragged it's feet in getting the BUA
problems resolved, it's going to affect the drainage improvement project. Work to
resolve the lot BUA issue has been ongoing since 2003, when the Division made it's
first request to modify the permit due to various unpermitted revisions that had
taken place, and made a request for a copy of the recorded deed restrictions.
While I certainly understand that dealing with the HOA membership to get the
necessary as-built surveys and amendments to the restrictions voted on and approved
takes time, the Division has been more than generous in the amount of time that's
been allowed to elapse regarding the implementation of a solution to this problem,
and does not want to stall what little progress as been made by approving the
drainage plan without the modification to the master plan lot BUA at the same time.
Linda
Geiger, Ronald A. wrote:
Linda,
Thanks for the response. Is it possible to keep the request for
permit
modification due to the pipe/swale improvements separate from what
the
community is doing to manage the BUA issue? It appears that they
are
struggling with the developer in getting all the data together on
the
BUA, and it may take quite some time to address this . The community
is
anxious to get started on these improvements to relieve their
drainage
problems .
Thanks,
Ron
1 of 17 3/26/2007 9:10 AM

Re:Lockwood Folly Stormwater Master Plan
Subject: Re: Lockwood Folly Stormwater Master Plan
From: Linda Lewis<[e-mail]>
Date: Fri,23 Mar 2007 16:16:06 -0400
To: "Geiger, Ronald A." <[e-mail]>
Mr. Geiger:
The initial violations at this site were failing to record the permitted BUA per
lot limit and making changes to the layout of the streets and lots without a permit
modification.
Any changes to the stormwater plan that involve lot or street layout, number of
lots, or which increase/decrease the permitted BUA per lot, will require a permit
modification. A permit modification package consists of a completed application
form SWU-101 attached, appropriate supplement form (SWU-104 in this case attached) ,
signed & notarized deed restriction statements (attached) , 2 sets of the revised
plans with the piping additions we discussed, road, cul-de-sac & swale details, an
application fee of $420.00, and supporting density calculations.
Linda
Geiger, Ronald A. wrote:
Linda,
I appreciate the time you spent with Ken Trefzger and me a few
weeks
ago. I relayed our discussions to the Lockwood Folly Property
Owners
Association, and we have made the edits to the plans per our
discussions . You discussed us submitting our Master Plan document
to you
for review as a permit modification. We have completed the document
and
wish to do just that at this time . I have one copy made to send to
you.
Is there any thing else that you need other than the Master Plan
document? We will put together a letter on behalf of the LFPOA to
attach
to the document .
I look forward to hearing from you on this.
Thanks,
Ron
Original Message
From: Linda Lewis [mailto: linda. lewis@ncmail .net] Sent : Monday,
February 26, 2007 3 : 55 PM
To: Geiger, Ronald A.
Subject: Re : Lockwood Folly Stormwater Master Plan
Mr. Geiger:
Yes, 10 :30 is fine. See you then.
Linda
Geiger, Ronald A. wrote:
1 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
I could be there by 10 : 30am. Would that work?
Original Message
From: Linda Lewis [mailto : linda . lewis@ncmail . net]
Sent : Monday, February 26 , 2007 1 : 44 PM
To : Geiger, Ronald A.
Subject : Re : Lockwood Folly Stormwater Master Plan
Mr . Geiger :
Since you ' ll be coming from Charlotte, I ' m at your
convenience as to the
time . Whatever works best for you and your driving
or flying schedule .
Linda
Geiger, Ronald A. wrote :
Thanks for the email . What time can I meet with
you on Thursday the
,t?
I am open all day. I can bring all the maps that
we have prepared.
Thanks .
Ron
Original Message
From: Linda Lewis
[mailto : linda . lewis@ncmail . net]
Sent : Monday, February 26 , 2007 9 : 26 AM
To : Geiger, Ronald A.
Cc : Blandford, Patrick; Safrit, Donald
Subject : Re : Lockwood Folly Stormwater Master I
Plan
Mr. Geiger :
The pieces of the plans that you sent with your
II ' I
2 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
last email are of concern to me due to the
apparent increase in the amount of piping . I
think you misunderstand what can be allowed
under low density development . Perhaps you need
to look at what we originally permitted
in
the way of piping for this project . I think you
will see that a lot of
additional , unpermitted piping (what you
consider as existing and
approved) has been installed. I am available to
meet on Thursday,
March
1 to discuss .
Linda
Geiger, Ronald A. wrote :
Linda,
Thanks for the timely response to my email and
the thoroughness too .
You
Ihave raised some good points that we want to
understand better so we
can
Iguide the town in the future regarding I I
I ' II
3 of 14 3/23/2007 4:51 PM

Re:Lockwpod Folly Stormwater Master Plan
implementation of any recommendations . I would
like to break down your comments as
follows :
Piping - we are not looking to replace
existing swales with pipes . We are either
replacing an existing pipe under a road to
satisfy current design criteria, or installing
pipes to connect some ponds that don ' t drain
(i . e . don ' t have a outlet Swale) . Some ponds
that have an
existing
pipe outlet are being replaced because the
existing one is failing (corroding) .
Existing ponds - when you say the existing
ponds fall outside of the
permit , what can the community do to them
which does not require a permit? They may not
have been designed or built to work as a water
quality pond, but within our recommended
improvements , we could have
some of them retrofitted to address the " first
flush" . Some would not due to grading allow
for enough volume control , but others could.
The requirement for infiltration as a BMP
would only be for new
developments
I ' I
4 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
wouldn ' t it? We are not adding any impervious
surface therefore we
are
not changing the permit . Would the permit had
required the ponds to
not
have a positive overflow? I guess I am not
understanding how they are prohibited from
installing overflow devices on the ponds .
Plan Review - What would be necessary? Number
of copies? Turnaround
time
for review? In my earlier email , I had
attached a couple of maps that represent the
level of detail that we have produced for the
community.
These are the maps that will be in the Master
Plan document . We can submit an overall map of
Lockwood Folly that shows all the ponds , the
drainage basins , and the location of existing
pipes . Plus we can
then have these maps to show the proposed
improvements for each
project.
5 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
I I
Is
that okay? Their plan is to address these
projects over a 10 - 15
year
period. Some of these projects will require
more engineering design
and
formal plans which would come when they can
afford it .
I appreciate your time on this .
Thanks ,
Ron
Original Message
From: Linda Lewis
[mailto : linda . lewis@ncmail . net]
Sent : Tuesday, February 20 , 2007 9 : 19 AM
To : Geiger, Ronald A.
Cc : Safrit, Donald; Williams , Eric
Subject : Re : Lockwood Folly Stormwater Master
Plan
Mr. Geiger :
Lockwood Folly Subdivision was permitted as
low density, therefore,
the
addition of any piping would be discouraged in
order to maintain compliance with the intent
of the low density rules . The Division
I sympathizes with the residents ' flooding
I 1I
6 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
concerns , but the Division
is
not willing to turn a blind eye to the
requirements of the rules so
that
flood control is achieved. The two can
co-exist with good
engineering .
II
appreciate your efforts to eliminate as much
piping as possible . We don ' t want to hear that
open swales between houses are being piped
simply because the homeowners don ' t like the
negative aesthetics assoicated with a swale .
Properly designed, constructed and
I
maintained
swales are a viable means of achieving flood
control as well as water
I
quality.
INone of the ponds you are proposing to improve I
I " ' II
7 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
were permitted under
the
existing stormwater permit . They are all what
we call amenity ponds ,
i . e . , ponds that are not required to meet the
stormwater rules , but which were dug most
likely to provide the needed fill material .
Runoff
I I
from the low density project can sheet flow
into these ponds . Improvements to these
amenity ponds fall outside of the permit , but
will
be considered in regards to direct outfalls to
SA waters . None of the
I
amenity ponds can be used for treatment of the
collected portions of
the
subdivision . Since the classification of the
I receiving waters is SA,
8 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
engineered systems within 1/2 mile of and
draining to the Lockwood
Folly
River must be infiltration .
Please submit your proposal for review. If the
BUA per lot does not change and the number of
lots does not change, and the overall piping
is
very limited, and does not constitute a
"collection system" , then we
can
proceed with the review and approval of the
project as a plan
revision.
If , however, the piping creates a collection
system, then the permit
must be modified to provide a suitable
engineered system for the collected parts . It
is possible that some areas will be considered
collection systems while others will not . Only
the parts that are considered collection
systems need to have an engineered solution.
Email is the best way to get me . Due to the
current workload, I very
II rarely have the opportunity to return phone I IIII
9 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
calls .
Linda
Geiger, Ronald A. wrote :
Linda,
Don Safrit in the past had a conversation
with you regarding a
project
I I
that HDR has been contracted to perform
Lockwood Folly . He suggested I contact yo
by email to provide some background
information. I am the project manager for
this work .
We are in the wrap up stage of the work
that HDR has been doing for
the Lockwood Folly Property Owners
Association, and wanted to get
some
I I i
I
reaction and guidance from you regarding
regulatory compliance (the
II '
10 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
State ' s perspective) on the recommendations
that we have for the community. HDR has
been analyzing the community ' s storm water
system
to address flooding issues . Our findings
indicate that many ponds do
not have an outlet causing flooding around
the ponds , road crossings
' I are undersized, some areas along the road
•
flood due to lack of adequate drainage, and
other swales or channels are too small for
the
I
flow. I have attached some pdf files that
represent some of the improvements
recommended. Basically, we are proposing
new pond
outlet
I iii
Icontrol boxes and outlet pipes to allow theI
' II
11 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
areas to drain to the existing outfall
channels . We are not proposing any new
outfalls to
Lockwood Folly River or the marshes . Where
we can provide drainage using open swales
and channels we are proposing them. Some
locations
due to the proximity of the existing
development we are proposing pipes . The
community desired to have a 50 year design
storm level of
protection for road crossings . We have
based our hydrology on a full
built-out condition.
What we are in need from the State, is to
identify what if any permitting and/or
approvals would be necessary before the
community
would undertake any of these projects . l '
These projects would be undertaken one at a
time, perhaps one project per year, due to
funding . There are over 12 projects
' II
12 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
identified. In talking to Don in
11
the past, you had indicated that since we II
are not modifying the impervious area or
creating new outfalls , that only a "Plan
Revision"
II 11
would be required.
We are in the process of communicating with
Jeff Phillips at
Brunswick
County regarding the same question f
county.
I appreciate you looking into this and
getting back to me at your earliest
convenience . Our plan is to wrap up our
documentation this
week, and present our final report the III
first of March.
I will call to follow up on this email .
Thanks ,
III
13 of 14 3/23/2007 4:51 PM

Re:Lockwood Folly Stormwater Master Plan
Ron
**Ronald A. Geiger, PE**
• Water Resources Manager
**HDR ****ONE COMPANY** 1 */ /**/Many
Solutions/* 128 . S . Tryon St . ,
Suite 1400 1 Charlotte, NC 128202 -5004
Phone : 704 . 338 . 6825 I Fax : 704 . 338 . 6760 I
Mobile : 704 . 661 . 5380 Email :
_RGeiger@hdrinc . com
1
IF II T
Content-T e• application/msword IINOTARYDEEDREST-LDSD.doc:I yp pp
; ; Content-Encoding: base64
1 Content-Type: application/pdf'
SWU104 LD.pdfl 1
I Content-Encoding: base64
j 1 Content-Type application/pdf 1
SWU101.pdf j Content-Encoding: base64 1
1
14 of 14 3/23/2007 4:51 PM

ern
...
6 W2_, ,, ,,, ..-., w
tormwater ana m nPleifl
„,, .„ „ ..-
e „,k,„ ,
et .. .. 4,
�` ' ''''L oc wood dolly Community .`
i
i
.. ...,, ,
--_,Ilik. — -'..
• giliiii::"6-
r
•
NEL
. .01,...,T al. ' :: .14:4A i. '614 .
j z
11— Y
.-
0 ,
` •
•
..—
•
. ..1c..[
4.
CLUB HOUSE DR
7 LocKw40Q LN.
li
March 2007

I
1 . . .
STORM WATER MASTER PLAN
)
7/4
DO
q 01 _
ur
to
)
s., .......
....
-..) =., . . .. ..
. •
..,..
r .
,' ...
)
1 .
. •
1 -.ft•-if ... 4 ,-4.,,,..r...f.,......
.._.. r 4. - • CLUB NOUS ...A _
. .
)
....'- .-.•'. .-•_- -------- -. .. .
..•
VVV
1 ,
,. :• ..
'I-%)4
. . _ _ .-, .
•-•
1 - A:is:44:9,i...• ,... .7 .:-: ,..._„.7
.114iir
/PH'
. ,
-,—.. .. .,
. ..-...."..'- -7.......... jem—ir---, ,.._...1.
,
,. _ ,, .__
. .. _., .
.. ..
,.• ....,. ,...,4 ,....
, , __ •.. _
.
•
• 7 •.....- • •
i
•
.,..-.,.
• f...•••• -..
.
•
1.• . - _.
-..... I 1
, -••''•- ..;.70..7 .; - .4,140 A.......1 - - "i,'--•••-
• - • ,iont.•
. ,....
OPI
...
• I'
)
"IIIIIIIIIIIIPP "''r---
)
) .
•
i .
) / ti.,-;.• ' 1....„(.,. , . 7 • .- I
• .
. f• f i • .• • . , :4• -. / . ./ 04.5-.. 1ft
..14
!, : • .• • i . ii ••. . .• . L•
./
) .

STORM WATER MASTER PLAN
TABLE OF CONTENTS
INTRODUCTION 1
STORM WATER MANAGEMENT COMMITTEE 1
PURPOSE AND SCOPE 2
Phase 1 —Field Data Collection 2
Phase 2—Existing Conditions Analysis 2
Phase 3 —Storm Water Master Plan 3
Phase 4—POA Coordination 3
Phase 5 —Construction Implementation 3
STORM WATER MASTER PLAN 4
Scope of Improvements 4
Project Development 5
Project Scheduling and Implementation 24
PLAN MAINTENANCE AND OPERATION 26
Maintenance Measures 26
Operational Measures 27
NEW STORM WATER MANAGEMENT POLICY 27
Roadside Swales and Driveway Culverts 28
Lot Grading and Drainage 28
Runoff from Impervious Surfaces 28
Limits to Impervious Surfaces 29
REGULATORY COMPLIANCE 29
APPENDICES
Appendix A Vicinity and Project Maps
Appendix B—Project Cost Estimates
Appendix C—Technical Memorandum#1

STORM WATER MASTER PLAN
INTRODUCTION
Lockwood Folly is a 500-acre gated community comprised of approximately 550 home sites and
an 18-hole golf course, Lockwood Folly Country Club. The residential community, located on
the west bank of Lockwood Folly River, includes custom home lots,patio homes, common areas,
roads, Clubhouse, and marina. Nearly 300
homes have been constructed over the 17
years that this community has existed. The
storm water drainage system for the -
community consists primarily of outlet- , • •
controlled ponds, isolated ponds, 4,c
corrugated metal piping, drop inlets, . `" . .
driveway culverts, ditches, and roadside •
swales. iMOM
hit , °
A variety of developmental patterns and
natural conditions within the community
has contributed to drainage deficiencies.
The storm water drainage system in many
locations lacks connectivity between I Lockwood Folly Clubhouse
upstream and downstream systems.
Additionally, several ponds receive contributing drainage but do not possess a positive drainage
route, natural or constructed. When the community is exposed to range of storms experienced in
the coastal environment including the flashy thunderstorms and long duration, high-volume
tropical storms problems occur. The combination of these storms and drainage deficiencies have
resulted in frequent nuisance flooding, occasional inundation of home sites, and overtopping of
roadways. Furthermore, septic systems located in areas subject to inundation are rendered
inoperable due to the soils being saturated around the leach fields.
The community has requested a storm water master plan be developed, providing guidance for
the community, to allow implementation of both short- and long-term correction of the noted
storm water drainage deficiencies. Lockwood Folly Property Owners Association (POA) has
contracted with HDR Engineering, Inc. of the Carolinas (HDR) to develop a storm water master
plan for the purpose of developing recommended improvements to alleviate the noted drainage
deficiencies including the road overtopping, inundation of home sites and nuisance flooding.
Additionally, the POA has requested guidance on operation and maintenance to sustain the
reliability and performance of the system.
STORM WATER MANAGEMENT COMMITTEE
The POA has a representative body of residents directed to address issues regarding storm water.
The POA's Storm Water Management Committee (Committee) has been instrumental in
providing HDR with on-the-ground knowledge of the performance and needs of the existing
storm water drainage system. The Committee serves in providing review of documents and
recommendations prepared by HDR and directing HDR through the master planning process.
Their input and time will continue to serve the objectives and goals of the master plan through
future implementation.

STORM'WATS° R`FLAN
PURPOSE AND SCOPE
The master plan process included an evaluation of the performance of the storm water drainage
system, which can identify potential existing, and future inadequacies of the systems, and
subsequent presentation of corrective action recommendations. The POA has requested that
where possible any recommendations recognize how work efforts can be distributed to either,
`mini-project' categories to be performed by the POA maintenance staff, or to `major-project'
categories to be performed through general contracts. Performance of drainage improvement
work will need to be planned over a multiple year schedule, as funding is secured. Improvements
should be coordinated with implementation policies and procedures of Brunswick County and the
North Carolina Department of Environment and Natural Resources (NCDENR) where necessary.
HDR has prepared the Lockwood Folly Storm Water Master Plan (Plan) in the five following
phases.
1. Data Collection/Research
2. Existing Conditions Analysis
3. Storm Water Master Plan
4. POA Coordination
5. Construction Implementation
Phase 1 —Field Data Collection
The purpose of the data collection and research phase was to obtain any existing construction
drawings and plans or other available datasets that would assist in developing and documenting
baseline system mapping. HDR personnel spent two days in June 2006 collecting drainage
infrastructure information to assist in the development of the storm water drainage system for
modeling purposes. This information was collected using mapping grade GPS processes. The
time in the field was also spent surveying the performance and condition of the system to support
recommendations for immediate corrective actions, such as repair of failing pipes and inlets or
clearance of obstructed drainage routes. The Committee also provided results from a survey of
known issues and the frequency or storm event that they occur.
An additional task in this Phase included a meeting with NCDENR staff in the Wilmington
Regional Office to receive guidance on any required permitting and approval process of the
proposed recommendations for the master plan. Additional information regarding this Phase has
been documented in the Technical Memorandum submitted separately in October 2006.
Phase 2—Existing Conditions Analysis
The purpose of the existing conditions analysis phase was to establish a baseline performance of
the storm water drainage system under existing operating conditions. Data collected in the initial
phase was incorporated into a representative network of the storm water drainage system and
contributing drainage. Using the hydrologic-hydraulic model ICPR, problem areas, such as
pond/road overtopping or yard and home flooding, were simulated under a future development
scenario. The problem areas were prioritized into focus areas to support improvements for
alternatives evaluation. These focus areas were reviewed and re-prioritized by the Committee for

STORM WATER MASTER PLAN
master planning. Additional information regarding this Phase has been documented in the
Technical Memorandum submitted separately in October 2006.
Phase 3—Storm Water Master Plan
The purpose of the storm water master plan phase was to develop practical solutions to mitigate
problematic flooding and drainage issues determined in Phase 2. These solutions were then
translated into improvements for the POA to consider for implementation. To support the
decision making process of the POA, the improvements have been grouped into project areas and
cost estimates have been developed for each project area. This information, as well as a
scheduling analysis, assisted HDR and the POA in determining the projects that can be realized
for short- or long-term needs and the projects that can be constructed by POA maintenance or
contracted services. Guidance to maintain the proposed improvements in peak performance and
operational strategies for heavy storm events is also provided in this Phase. The results and
information for this Phase is contained herein this master plan in later sections.
Phase 4—POA Coordination
The purpose of the POA Coordination was to keep continual communication with the Committee
for the duration of the project. Periodic meetings at key project milestones were performed to
update the Committee on the findings of
the prior effort. These meetings allowed
the Committee to communicate to HDR -
additional input, needs, and issues _ _ _ =
regarding the direction of
recommendations and level of effort. In _-
addition, the Committee and HDR were
able to survey the recommendations in the '
field. In turn, the Committee was able to - _
transfer project information to the POA at _
scheduled meetings. Meetings and related —
milestones performed include:
- 4
❖ June 2006—Data Collection Phase
❖ October 2006 — Existing Conditions I Committee Meeting-October 2006
Analysis Phase
❖ November 2006—Existing Conditions Analysis/Master Plan Phase
❖ February/March 2007—Master Plan Phase
Phase 5—Construction Implementation
The purpose of this phase was to prepare the scheduled and funded drainage improvement
projects for implementation by either a general contractor or POA maintenance staff. Additional
engineering design may be needed depending on the complexity of the improvements
recommended, the location of the improvements, and the potential impact to existing utilities.
When directed, HDR will prepare permitting documents, if necessary, and develop construction
drawings and specifications for the selected project. In addition, HDR is able to provide
administration services and/or resident observation during construction.

STORM WATER MASTER PLAN
STORM WATER MASTER PLAN
The storm water master plan is comprised of several sections documenting the philosophy and
approach towards alternatives development and presenting the results of the proposed
improvements. Contained herein this section includes the details of the projects, cost estimate
•
totals, project scheduling, general maintenance and operational strategies, regulatory compliance,
and future policy on storm water management.
Scope of Improvements
The realm of alternatives and analysis that can be performed to address the drainage problems
outlined previously is boundless. Therefore, at the completion of the Phase 2, HDR discussed
with the Committee about setting some guidance to direct HDR's efforts in evaluating
alternatives for improvement. Discussions with the Committee and NCDENR, along with
HDR's experiences in the design and construction of storm water drainage systems in the coastal
environment yielded several guidelines. These general guidelines directed the development of
improvements for the master plan.
Provide Positive Drainage — Provide positive drainage routes or relief in areas where
ponding has historically been observed. This included adding inlets and swales along
roadways and constructing outlet control structures for ponds with no positive drainage.
Address 50-year Design Storm — Many coastal communities have moved from 10-year
design storm capacity and protection to higher design storm levels (i.e. 25-year) due to the
propensity for flashy, heavy storms. The 50-year design storm adds additional protection but
may result in larger designs. - -
Alternatives were evaluated that
attempted to meet 50-year design - -
storm levels.
' . ,c
Minimize Flooding Depths
Flooding depths resulting from the 50-
year design storm were minimized ;_
with alternatives to prevent
overtopping of roadways, structures,
pond embankments, and channel -4
banks. The 50-year design pond 4.
depths were reduced by half at a
minimum where controlling the full
ponding was onerous to the design. I Newly Constructed Control Structure for Pond
Maximize Pond Storage — The availability of wet ponds with outlet controls is
advantageous to storm water management because of the retentive qualities of these facilities.
New or retrofitted outlet controls may be designed to hold back peak flows in upper ponds on
systems that comprise several ponds in series and significant drainage area. In some cases,
outlet controls were designed conceptually with effective weir lengths (i.e. the perimeter
length of the control box) needed to drain the pond safely. These outlet controls will be
further designed to appropriate geometric dimensions given their effective weir length.

STORM WATER MASTER PLAN —
Use Existing Outfalls — Creating additional outfalls to discharge storm water from the
community to receiving waters may complicate a permit approval, where permitting is
necessary.Existing outfalls will be maintained and utilized for all drainage.
Use Existing Swale and Ditches — The use of existing swales and ditches promotes
infiltration of storm water for more frequent, lesser intensity storms. This provides water
quality benefit and demonstrates a good faith effort towards protecting water quality in the
permitting projects, where permitting is necessary.
Incorporate Corrugated Plastic Piping — High Density Polyethylene Pipe (HPDE), with
smooth interior walls, or CPP pipe may be a preferable alternative over metal pipe due to its
resistance to corrosion when exposed to brackish conditions and its ease of installation.
Corrugated plastic pipe (CPP) also provides more flexibility in navigating along lot lines and
around home sites.
Plan for Full Build-out Conditions — Although the community is slightly over 50 percent
built, design and construction of the main drainage system should consider the runoff from a
fully developed and built Lockwood Folly.
These guidelines were observed to the maximum extent practicable in alternatives development
and not all guidelines may have been addressed concurrently. The most preferable alternative
was selected as the improvement.
Project Development
The Lockwood Folly Community, as part of the storm water analysis, was divided by sub-
watersheds according to outfall points to the receiving water and labeled with a letter from A to
N. Modeling alternatives were developed for each outfall's storm water drainage system. The
preferred model alternative for a particular problem area was identified as the improvement.
Individual improvements for ponds, structures, and conveyances, were originally grouped
together by outfall to constitute a project. The scope of a project based simply on their outfall
was not suitable to meet the scheduling and funding resources of the POA. The Committee
working with HDR personnel identified individual projects or "mini projects" within outfall
groupings for further consideration of planning level cost estimates and implementation. There
are 18 "mini-projects"identified for consideration in the master plan.
Planning level cost estimates were developed for each "mini-project". The estimates take in
account the proposed quantity of materials and labor expected to perform the improvements
based on regional general contractor services for governmental projects. The basis for these rates
may be higher than rates that could be obtained locally in Brunswick County or if Lockwood
Folly POA is able to work within an informal construction contract process. Utility relocation
and erosion and sediment control are based as percentages of the materials and labor subtotal
since these items may vary from site to site. A contingency was calculated as a percentage of the
aforementioned. An allowance for design, construction, administration, legal and fiscal services
was based on the total project cost plus contingency. These estimates constitute a planning level
survey of project costs. The costs may be further refined during the design phase when site
conditions and local or in-house labor and materials costs are better understood.

STORM WATER MASTER PLAN
The scope of these "mini-projects" is presented herein. Details regarding the project
improvements, development of the cost estimates, and descriptions of the locale are further
presented in the worksheets in Appendix A. An 11" x 17" map of each "mini-project" is
provided in Appendix B.
Project ID: B-lA (B-1 was separated
cI
into two smaller projects i�
due to recent
improvements to _
existing systems at
Ponds 17 and 18). • , ;, __ { ;. •
Cost Estimate: $48,794 � ,
Schedule: Year 1
Ponds: Ponds 16, 17, and 18.
Looking upstream at Ponds 17 and 16(background)
Drainage Ponds 16, 17, and 18 cannot handle the design storm volume and begin to
Issues: overtop causing roadway flooding on Fairway #3 Court and some adjacent
yards.
Pond • Replace existing equalization pipe between Ponds 16 and 17 with new '
Improvements: double 24"CPPs.
• Lower Ponds 16 and 17 elevations to 17.0' MSL (existing elevations are
approximately 17.5' MSL).
• Install new 4' x 4' control box at Pond 17 with new double 24" CPPs
discharging to Pond 18. Set overflow weir invert to 17.0' MSL.
• Enlarge existing spillway at Pond 18 to 12' width. Maintain elevation at
14.9' MSL.
1 Other - Enlarge channel downstream of Pond 18 to 8' width with 2:1 side slopes.
Improvements: Stabilize channel bottom and side slopes with vegetative cover.
• Install a new 24" CPP next to existing 24" under cart path downstream of
Pond 18. Stabilize cart path embankments with vegetative cover.
}
Results: These improvements will prevent overtopping of Fairway #3 Court and Ponds
16, 17, and 18. Flooding to adjacent properties as a result from Pond
) overtopping is minimized.
)
l

— STORM WATER MASTER PLAN
Project ID: B-1 B (B-1 was separated
•
into two smaller projects a6a `
due to recent thy
y�
improvements to °.
existing systems at
Ponds 17 and 18). 7- . .
Cost Estimate: $119,796
IMMO gill FP. .111
Schedule: Year 11
_
Ponds: No ponds affected.
•
West side of Marsh View Drive
Drainage The area near the 4'h tee box does not have a positive drainage route; as a result,
Issues: adjacent yards, Marsh View Drive, and the cart path experience flooding.
Pond No pond improvements.
Improvements:
Other • Install new double 24" CPPs from area next to 4`h Tee to connect
Improvements: downstream to 16, thus crossingMarsh
Pond View Drive and running
alongside the north side of the 3rd Fairway. Install junction boxes at major
turns.
Results: These improvements minimize flooding in the area near the 4th tee box, nearby
cart path, and adjacent yards. These improvements provide a positive drainage
route to Pond 16.

STORM WATER MASTER PLAN
Project ID: B-2 t
ry:
Cost Estimate: $56,490
Schedule: Year 12 # - -
Ponds: Ponds 19, 20, and 21.
Pond 20 with no discharge control structure
Drainage Ponds 19, 20, and 21 have either insufficient discharge capacity or no discharge
Issues: control structure, which assists in positive drainage from Ponds after storm
events. Purple Finch Lane lacks a positive drainage route resulting in roadway
and yard flooding.
Pond • Install new 4' x 4' control box at Pond 19 with a new 18" CPP discharging
Improvements: to Pond 20. Set overflow weir invert to 25.0' MSL. Maintain existing pond
elevation to 22.25' MSL with low flow controls.
• Install new 4' x 4' control box at Pond 20 with a new 24" CPP discharging
to new drop inlet part of Project B-lb. Set overflow weir invert to 24.0'
MSL. Maintain existing pond elevation to 21.0' MSL with low flow
controls.
• Replace existing equalization pipe between Ponds 20 and 21 with new 18"
CPP.
Other • Install two new drop inlets at grade on either side of Purple Finch Road.
Improvements: Connect drop inlets with new 18" CPP discharging to improved channel
between lots 56 and 57.
• Create a new 2' wide channel with 2:1 side slopes downstream of drop
inlets on Purple Finch Road. Stabilize channel bottom and side slopes with
vegetative cover.
• Replace existing pipe across 4th Fairway with new 24"CPP.
Results: These improvements will convey flow from Ponds 19, 20, and 21 downstream,
minimizing potential flooding to adjacent yards and golf course and allowing j
the pond to drain back to its normal pool elevation after storm events.
Improvements on Purple Finch Lane will minimize flooding and drain the area
completely after storm events.
8

STORM WATER MASTER PLAN
Project ID: B-3 f
ax
Cost Estimate: $35,313 I I I #k "'
01,
Schedule• ; Year 15 •.. _ • -
Pond: Pond 22 I•
Looking from Club House Road along 9e Green
Drainage j Pond 22 has either insufficient discharge capacity or no discharge control
Issues: structure, which assists in positive drainage from Ponds after storm events.
Purple Finch Lane lacks a positive drainage route resulting in roadway and yard
flooding.
Pond • Install new 4' x 4' control box at Pond 22 with a new 24" CPP discharging
Improvements: to Pond 16. Install junction boxes at major turns. Set overflow weir invert to
25.5' MSL. Maintain existing pond elevation to 20.5' MSL with low flow
controls.
Other no otner improvements.
Improvements:
Results: These improvements will convey flow from Pond 22 downstream minimizing
potential flooding to adjacent yards and golf course and allowing the pond to
drain back to its normal pool elevation after storm events.

STORM WATER MASTER PLAN
Project ID: C-1
Cost Estimate: I $42,210 -
i
Schedule: Year 4
Pond: j Pond 23 . .. ,
' I
-
Looking upstream at Pond 23 and drop inlet in median
Drainage i Pond 23 cannot handle the design storm volume and begins to overtop causing
Issues: roadway flooding on Club House Road and some adjacent yards.
Pond • Lower Pond 23 elevation to 13.5' MSL (existing elevation is approximately
Improvements: 14.0' MSL).
■ Install new 4' x 4' control box at Pond 23 with a new double 24" CPP
discharging downstream across Club House Road. Set overflow weir invert
to 14.5' MSL. Set and configure primary weir invert to 13.5' MSL.
Other I • Replace existing pipe across the 10th Fairway with new 24" CPP
Improvements: discharging to Pond 23. Install a new drop inlet at grade on upstream end.
• Replace drop inlet in median of Club House Road to new accommodate
piping system.
• Enlarge channel downstream of Pond 23 to 4' width with 2:1 side slopes.
Stabilize channel bottom and side slopes with vegetative cover.
• Install new double 24" CPP under cart path downstream of Pond 23.
Stabilize cart path embankments with vegetative cover.
Results: These improvements will prevent overtopping of Club House Road and Pond 1
23. Flooding to adjacent properties as a result from Pond overtopping is
minimized.
10

STORM WATER MASTER PLAN
Project ID: C-2 - ".% --444r fro
-y`
A 3 -
•
Cost Estimate: $52,410 - •
Schedule: i Year 3
Ponds: Ponds 6a and 6b.
Looking upstream at Pond 6b from separation berm ;
Drainage ; Ponds 6a and 6b have no discharge control structure, which limits positive
Issues: drainage from the Ponds after storm events resulting in yard, septic field, golf
course flooding.
Pond • Install new 4' x 4' control box at Pond 6a with a new 24" CPP discharging
Improvements: downstream. Set overflow weir invert to 22.4' MSL. Set and configure
primary weir invert to 21.4' MSL.
Other • Install new 24" CPP from Pond 6a control box to connect downstream to
Improvements: ; pipe upstream of Pond 23, thus crossing Windward Village Lane. Install
junction boxes at major turns.
Results: These improvements will prevent overtopping of Pond 6a and minimize
flooding to adjacent properties, septic field, and golf course.

STORM WATER MASTER PLAN
Project ID: C-3
•
Cost Estimate: ' $23,036
; ,
Schedule: Year 14
I � I
Ponds: No ponds affected.
} I i
Genoe's Point Road and Lockwood Lane
}
Drainage ' The intersection of Genoe's Point Road at Eastlake View Drive and Lockwood
Issues: Lane lacks a positive drainage route resulting in roadway and yard flooding.
Pond No pond improvements.
Improvements:
Other • Improve roadside swale on east side of Genoe's Point Road from Eastlake
Improvements: View Drive to Lockwood Lane to convey runoff to inlets. Stabilize swale
bottom and side slopes with vegetative cover.
• Install new 18" CPP across Lockwood Land and direct towards Pond 6b.
Install junction box at major turn.
• Improve swale downstream of culvert to 3' width and 2:1 side slopes.
Stabilize swale bottom and side slopes with vegetative cover.
Results: Improvements on Genoe's Point Road will minimize flooding and drain the area
completely after storm events.
J
J
)
J

STORM WATER MASTER PLAN
Project ID: D-1 k " . -
•
• tiF 'i•
Cost Estimate: j $66,581 -
Schedule: Year 6
Ponds: ; Ponds 14 and 24.
Channel downstream of Pond 14(background)
Drainage I Pond 14 cannot handle the design storm volume and begins to overtop causing
Issues: downstream flooding on some adjacent yards. The pipe system under Channel
Side Drive is inadequate to handle the design storm and overtops causing '
•• roadway flooding.
Pond • Lower Ponds 14 and 24 elevations to 12.0' and 7.3' MSL(existing elevation
Improvements: are approximately 12.2' and 8.08' MSL,respectively).
• Install new 4' x 4' control box at Pond 14 with a new double 24" CPP
discharging downstream. Set overflow weir invert to 13.0' MSL. Set and
configure primary weir invert to 12.0' MSL.
• Install new 4' x 4' control box at Pond 24 with a new double 24" CPP
discharging downstream. Set overflow weir invert to 8.3' MSL. Set and
configure primary weir invert to 7.3' MSL.
Other L Enlarge channel downstream of Pond 14 to 5' width with 2:1 side slopes.
Improvements: i Stabilize channel bottom and side slopes with vegetative cover.
• Install new double 24" CPPs under Channel Side Drive connecting the
channel to Pond 24. Install junction boxes at major turns.
• Replace existing drop inlet at grade on east side of Channel Side Drive.
Connect drop inlet with new double 18"CPP to downstream channel.
• Enlarge channel downstream of Channel Side Drive to 4' width with 2:1
side slopes. Stabilize channel bottom and side slopes with vegetative cover.
• Install new double 24" CPPs under cart paths downstream of Channel Side
Drive.
Results: These improvements will prevent overtopping of Pond 14. Flooding to adjacent
properties and Channel Side Drive because of overtopping is minimized.
' I

STORM WATER MASTER PLAN
Project ID: D-2
•
Cost Estimate: $59,677
rc 4.; - •-- vY
Schedule: I Year 7
•
Pond: Pond 15
•
Drop inlet at Club House Road(Pond 14 in background)
Drainage . Pond 15 has no discharge control structure, which limits positive drainage from '
Issues: the Pond after storm events resulting in yard flooding. The drop inlet at
Clubhouse Road and Lockwood Lane is failing causing overtopping and
roadway flooding.
Pond • Raise Pond 15 elevation to 16.5' MSL or maintain existing elevation 15.9'
Improvements: with low flow controls.
• Install new 4' x 4' control box at Pond 15 with a new double 24" CPP
discharging downstream. Set overflow weir invert to 17.5' MSL. Set and
configure primary weir invert to 16.5' MSL.
Other • Install new double 24" CPPs connecting Ponds 15 to 14. Install junction
Improvements: boxes at major turns.
• Replace drop inlet at intersection of Club House Road and Lockwood Lane.
Results: These improvements will prevent overtopping of Pond 15 and the drop inlet at
Club House Road. Flooding to adjacent properties and Channel Side Drive
because of overtopping is minimized.
AVM

STORM WATER MASTER PLAN
Project ID: P-1 t�
[ � 1
-
__....._ —
Cost Estimate: $42,130
•
Schedule: Year 9
144
Ponds: No ponds affected.
Looking downstream at culvert under Channel Side Drive
Drainage Atlantic Court lacks a positive drainage route resulting in roadway and yard
Issues: flooding. The culvert under Channel Side Drive is inadequate to handle the
design storm and overtops causing roadway and yard flooding.
Pond No pond improvements.
Improvements:
Other j ■ Insta11_ a new drop inlet at grade at the end of Atlantic Court with a new 18"
Improvements: CPP discharging to improved swale between lots 121 and 122. Install
lateral 15" CPPs to convey runoff from roadside swales into the new drop
inlet.
• Create swale downstream of the new drop inlet with a 3' width and 2:1 side
slopes. Stabilize swale bottom and side slopes with vegetative cover.
• Improve channel between lots 110 and 111 to a 4' width with 2:1 side
slopes. Stabilize channel bottom and side slopes with vegetative cover.
• Improve swale and channel along Channel Side Drive to a 3' width with 2:1
side slopes. Stabilize channel bottom and side slopes with vegetative cover.
• Install new double 24" CPPs under Channel Side Drive. Install junction box
to accommodate existing culvert.
• Improve channel downstream of Channel Side Drive to a 4' width with 2:1
side slopes. Stabilize channel bottom and side slopes with vegetative cover.
Results: These improvements will prevent overtopping of Channel Side Drive,
minimizing potential flooding to adjacent yards and the roadway. Improvements
on Atlantic Court will minimize flooding and drain the area completely after
storm events.
15

STORM WATER MASTER PLAN
1
Project ID: G-1 fr, =
Cost Estimate: $46,391 /I _r. r's . •
a ice_
.. s
Schedule: Year 16
Pond: Pond 12
Pond 12 looking downstream
Drainage i Pond 12 has no discharge control structure, which limits positive drainage from
Issues: the Pond after storm events resulting in yard and roadway flooding. The pipe
system in the Club House parking lot is inadequate to handle the design storm
and overtops causing flooding.
Pond • Raise Pond 12 elevation to 12.3' MSL or maintain existing elevation 11.4'
Improvements: with low flow controls.
■ Install new 4' x 4' control box at Pond 12 with a new double 18" CPPs
discharging downstream. Set overflow weir invert to 13.3' MSL. Set and
configure primary weir invert to 12.3' MSL.
Other • Replace existing pipe across 18`h Fairway with new 18" CPP.
Improvements: • Improve channel downstream of Pond 12 to a 3' width with 2:1 side slopes.
Stabilize channel bottom and side slopes with vegetative cover.
• Improve swale along Genoes Point Road to a 2' width with 2:1 side slopes.
Stabilize channel bottom and side slopes with vegetative cover.
Results: These improvements will minimize the depth of flooding in the Club House
parking lot. These improvements will prevent overtopping of Pond 8
minimizing flooding to the golf course, yards, and roadway.
16

ll — STORM WATER MASTER PLAN
Project ID: G-2 •
it
iiiieSfr
Sr --A 42 , 1='w
Cost Estimate: j $42,290
- -------
Schedule: Year 17
Pond: Pond 13
Lockwood Lane near Hole 17,roadway not draining
Drainage Pond 13 has no discharge control structure, which limits positive drainage from
Issues: the Pond after storm events resulting in yard and roadway flooding. Lockwood
Lane lacks a positive drainage route resulting in roadway and yard flooding.
Pond • Install new 3' x 3' control box at Pond 13 with a new 18" CPP discharging
Improvements: ; downstream to Pond 12. Set overflow weir invert to 15.5' MSL. Set and
configure primary weir invert to 14.5' MSL. Install junction box to
accommodate turns.
Other • Install new drop inlets at grade on either side Lockwood Lane. Connect
Improvements: drop inlets downstream with new 24"CPP to Pond 13.
Results: These improvements will prevent overtopping of Pond 13 minimizing potential
flooding to adjacent yards and the roadway. Improvements on Lockwood Lane
will minimize flooding and drain the area completely after storm events.
EB

- STORM WATER MASTER PLAN -
Project ID: G-3 .. •
Cost Estimate: $102,344 �`
Schedule: Year 5 =
:. .
Pond: Pond 8 _ =: .
Pond S in the 18th Fairway ,
Drainage Pond 8 cannot handle the design storm volume and begins to overtop potentially
Issues: causing golf and yard flooding. The pipe system in the Club House parking lot
is inadequate to handle the design storm and overtops causing flooding.
Pond • Lower Pond 8 elevation to 8.5' MSL(existing elevation is 8.7' MSL).
Improvements: • Install new 4' x 4' control box at Pond 8 with a new double 24" CPPs
discharging downstream across Genoes Point Roadway. Set overflow weir
invert to 9.5' MSL. Set and configure primary weir invert to 8.5' MSL.
Other • Replace existing pipe system from drop inlet at Club House Road to Pond 8
Improvements: with new double 24" CPPs. Replace existing drop inlets on new pipe system
to accommodate new pipe.
• Install new junction box on east side of Genoes Point Roadway connecting
the new double 24"CPPs from Pond 8 to the outfall.
Results: These improvements will minimize the depth of flooding in the Club House
parking lot. These improvements will prevent overtopping of Pond 8
i minimizing flooding to the golf course, yards, and roadway.
1

STORM WATER MASTER PLAN
1 Project ID: I-1 'Mr
ir
1144
Cost Estimate: $44,054 .A1110
Schedule: Year 8 •-2 -`
Ponds: Ponds 9, 10, and 28
Pond 9 and downstream receiving channel ,
Drainage Ponds 9, 10, and 28 have either insufficient discharge capacity or no discharge
Issues: control structure, which assists in positive drainage from Ponds after storm
events. Ponds overtop causing roadway, yard, and golf course flooding. Bogie
Court pipe has inadequate capacity to handle the design storm causing roadway
and yard flooding.
Pond • Lower Pond 28 elevation to 8.5' MSL (existing elevation is 9.4' MSL) to
Improvements: allow for storage during rain events.
■ Install new control box with 8' of effective weir length at Pond 28 with a
new 15" CPP discharging downstream to Pond 9. Set overflow weir invert
to 8.5' MSL.
• Raise Pond 9 elevation to 6.5' MSL(existing elevation is 6.3' MSL).
• Install new 4' wide by 1' deep concrete spillway at Pond 9. Set overflow
weir invert to 6.5' MSL.
• Install new control box with 8' of effective weir length at Pond 10 with a
new double 24" CPP discharging downstream across Genoe's Point Road.
Set overflow weir invert to 4.3' MSL.
Other • Improve channel downstream of Pond 9 to a 2' width with 2:1 side slopes.
Improvements: Stabilize channel bottom and side slopes with vegetative cover.
• Replace existing drop inlet on south side of Bogie Court. Install new 24"
CPP between lots 293 and 294 discharging downstream to Pond 10.
Results: I These improvements will minimize the depth of flooding in the Club House
parking lot. These improvements will prevent overtopping of Pond 8
minimizing flooding to the golf course, yards, and roadway.
—1111—

— " STORM WATER MASTER PLAN
Project ID: K-1 • -AO •
�__..
Cost Estimate: $46,399 - _4, - - .
—
Schedule: Year 2 I 1
Ponds: No ponds affected. _ .
Eagle Court culvert discharge
fi
Drainage The culvert under Eagle Court is inadequate to handle the design storm and
Issues: overtops causing flooding to the roadway and yards. The area between
Lockwood Lane and Fairway Circle lacks a positive drainage route resulting in
roadway and yard flooding.
Pond No pond improvements.
Improvements:
Other ' • Install new 36" CPP discharging downstream to the end of Eagle Court.
Improvements: Install junction boxes to accommodate additional piping.
• Replace existing culvert under Eagle Court with new 24" CPP.
▪ Improve channel downstream of Eagle Court to 4' width with 2:1 side
slopes. Stabilize channel bottom and side slopes with vegetative cover.
• Improve channel on backside of lot 264 to 3' width with 2:1 side slopes.
Stabilize channel bottom and side slopes with vegetative cover.
Results: These improvements will prevent overtopping of the culvert under Eagle Court;
therefore, minimizing flooding to the roadway and yards. The improvements at
Fairway Circle will minimize flooding and drain the area completely after storm
► events.
►
1

STORM WATER MASTER PLAN -
Project ID: K-2 _14 : :o.
per.
1, y 'ph.
, s j, # / a
Cost Estimate: $62,850 4 ^
I
ilk. 'i gt
Amtit,iir;z: -
Schedule: Year 13
Ponds: No ponds affected. `` • " ' =_
Birdie Court and Lockwood Lane lacks drainage system
Drainage The area between Lockwood Lane and Fairway Circle and Birdie Court lacks a
Issues: positive drainage route resulting in roadway and yard flooding.
Pond No pond improvements.
Improvements:
Other • Improve roadside swale along Birdie Court and connect to main pipe system
Improvements: running across Lockwood Lane. Stabilize swale bottom and side slopes with
vegetative cover
• Install new drop inlets at grade on Lockwood Lane with new 36" CPP
discharging downstream to Fairway Circle to connect with new drop inlet in
Project K-1. Install junction box to accommodate turns.
• Improve swale between lots 216 and 217 and along Lockwood Lane to 2'
width with 4:1 side slopes. Stabilize swale bottom and side slopes with
vegetative cover.
} • Investigate the possibility to tie existing piping (not field verified) to
proposed system to allow for groundwater seepage discharge.
• Results: These improvements will assist in providing a positive drainage route from
Birdie Court and the area between Lockwood Lane and Fairway Circle.
Flooding to yards and roadway will be minimized.
i
J
J
J

�1
1 - STORM WATER MASTER PLAN
1 1 Project ID: K-3 - a, r
1 "-g1: r-
Cost Estimate: $91,360
I --. .. :.14" _..• - , is
Schedule: Year 1 _ q _
y ,
Ponds: Ponds 1, 3, and 4 -
°1"14it •
ii
Pond 3 outlet and downstream channel(background)
Drainage ' Ponds 1, 3, and 4 have either insufficient discharge capacity or no discharge
Issues: ; control structure, which assists in positive drainage from Ponds after storm
events. The pipe system on Fairway Circle is inadequate to handle the design
storm and overtops causing flooding to the roadway and adjacent yards.
Pond • Raise Pond 4 elevation to 18.0' MSL or maintain existing elevation with low flow
Improvements: controls(existing elevation at 16.6' MSL).
Install new 4' x 4' control box at Pond 4 with a new 18" CPP discharging
downstream across Lockwood Lane to Pond 3. Set overflow weir invert to 19.0'
MSL. Set and configure primary weir invert to 18.0' MSL.
• Lower Pond 3 elevation to 15.0' MSL(existing elevation is 15.5' MSL).
• Install new control box with 10' of effective weir length at Pond 3 and a new
double 18"CPPs discharging downstream. Set overflow weir invert to 15.0' MSL.
1 • Lower Pond 1 elevation to 4.0' MSL(existing elevation is 4.7' MSL).
• Install new double 24" CPPs discharging downstream across Genoe's Point Road.
Set pipe inverts at 4.0' MSL. Connect with replaced drop inlet.
Other • Replace drops inlets on Fairway Circle and connect with 18" CPP discharging to
Improvements: junction box.
1 • Install new 18" CPP under Lockwood Lane near Fairway Circle and connect to
downstream swale.
• Improve swale along Fairway Circle to 2' width with 4:1 side slopes. Stabilize
swale bottom and side slopes with vegetative cover.
• Replace pipe from junction box to Pond 3 with 24"CPP.
4 • Install new 18" CPP along Genoe's Point Road connecting with replaced drop
! inlet.
• Improve channel downstream of Pond 3 discharge pipe to 4' width with 2:1 side
slopes. Stabilize channel bottom and side slopes with vegetative cover.
Results: These improvements will assist in preventing overtopping of Lockwood Lane,
Fairway Circle, and Ponds 3 and 4. The improvements at Genoe's Point Road
will minimize overtopping of the Road and Pond 1. Flooding to yards and
I roadway in these areas will be minimized
t
i

STORM WATER MASTER PLAN
Project ID: ' L-1
r
Cost Estimate: $26,390 j
Schedule: Year 10 -
Ponds: No ponds affected.
Looking upstream at culverts near Genoes Point Roadway and Oyster
Shoals
Drainage The culverts under Genoes Point Roadway and Oyster Shoals are inadequate to
Issues: handle the design storm and overtop causing roadway and yard flooding.
Pond No pond improvements.
Improvements:
Other • Install new double 18" CPPs under Genoes Point Roadway.
Improvements: ■ install new 24" CPP under Oyster Shoals. Install junction box to
accommodate existing pipe.
■ Improve channel downstream of the culverts to a 2' width with 2:1 side
slopes. Stabilize channel bottom and side slopes with vegetative cover.
Results: ; These improvements will prevent overtopping of Genoes Point Roadway and
I Oyster Shoals, minimizing potential flooding to adjacent yards and the
' roadway.

STORM WATER MASTER PLAN
Project Scheduling and Implementation
As with any major capital improvement program,prioritization must be in line with funding capacity.
A prudent financing plan must take into account the ability of the recipients to pay for the
improvements without affecting the needs of the community's other programs or the ability of the
homeowners to participate. Typical municipal capital programs consider a 10 to 20 year timeframe
for comprehensive infrastructure needs such as this. Although improvements in infrastructure will be
built with an expected life cycle of 30 to 50 years, funding must also be dedicated to operation and
maintenance of the storm water drainage system (i.e. pond cleaning, structure cleaning, culvert/swale
cleaning or repair, and vegetation management). Therefore, capital improvements should not be
funded over a 20-year period.
For developing a storm water capital program, POA members identified an annual funding goal of
$75,000 (or approximately $150 per lot per year). Working with present day costs for each project, a
Capital Improvement Program (CIP) Implementation Strategy was developed. The table on the next
page illustrates the timing of the projects, in accordance with the prioritization order, and the
respective financing requirements. Two strategies can be realized. One strategy would be a "pay as
you go" method where projects would not start until funding is secured through assessments
received. The other strategy would be a bond method, where the community would obtain financing
for the entire list of projects, allowing one project per year to be constructed. This strategy expands
the timeframe for the payment of the projects over a longer period. Municipal governments routinely
prefer this method as it stretches the payment to the life of the improvements.

STORM WATER MASTER PLAN
Table 1
Project Scheduling and Financing
•
W
o
_ p
M
{,F.
ry"
A V
yOJ
1.
1 z"
iu,
°' o
........ .

- STORM WATER MASTER PLAN -
PLAN MAINTENANCE AND OPERATION
Improvements to the storm water drainage system were modeled under ideal conditions to minimize
the impacts of flooding. These structural improvements, once constructed, only constitute part of an
effective storm water master plan. Regularly performed maintenance practices coupled with
operational strategies will preserve the modeled performance level of the storm water drainage
system for years to come.
Maintenance Measures
In the Technical Memorandum submitted October 2006, specific short- and long-term
recommendations were provided to the POA to perform. These recommendations summarized here
in general apply to all observed conditions.
Inlet and Pipe Cleaning—Drop inlets and pipes, where accessible, should be maintained free of
leaves,branches, and other debris to ensure full flow capacity into the inlet and through the pipes.
Obstructions, like these, can lead to overtopping of structures and short circuiting of flow paths.
If necessary, pipes can be hydraulically jet cleaned to remove obstructions located in the middle
of pipe lengths.
Channel and Swale Clearing— Similar to drop inlets and pipes, channels and swales should be
maintained free of branches, sediment, and other debris that would otherwise obstruct the path of
flow. Vegetation in channels and swales should be regularly mowed to maintain drainage
performance. Obstructions to the flow path can lead to overtopping or erosion of the banks.
Inlet and Pipe Repair — Drop inlets and pipes that are showing signs of wear, such as
broken/missing grates, cracks, and deterioration should be repaired or replaced immediately.
Subsequent structural failure can lead to flooding and blow-outs if not properly addressed.
+ Bank and Cover Protection — Vegetated areas near structures and along channels and swales
that have been eroded should be re-vegetated and/or protected from further erosion. These areas,
if not corrected appropriately, may lead to blow-outs and undermining of roadways and
structures.
Pond Management—Pond outlet control structures should be maintained free from obstructions
to ensure full flow capacity otherwise rising water surface elevations may lead to overtopping of
embankment and flooding on the backside of the pond, where homes or septic fields are typically
located. Overtopping of the embankment may jeopardize the integrity of the structure by eroding
spots in the embankment face. The pond outlet should be inspected for signs of failure, such
cracks and spalling. Immediate corrective action should be performed when these issues have
been identified.
Sedimentation—Excessive sedimentation in channels and swales can lead to obstruction of flow
and overtopping of the banks. Excessive sedimentation in ponds can be stirred up during high
flows and conveyed on downstream to channels and swales. Periodic removal of sediment from
ponds, channels, and swales should be performed to prevent flow obstruction.

Operational Measures
The following operation measures are recommended to maximize the potential of the storm water
drainage system. They focus on non-structural practices intended to prevent impairments and stress
to the improved storm water drainage system.
Inspection Program — The POA should consider a periodic inspection program to include the
following:
Bi-monthly inspection of each pond to record pond level, evidence of evasive vegetation
growth, and debris.
Quarterly inspection of culverts, swales, and outfalls to observe condition and vegetation
growth.
Quarterly inspection of drainage structures and pipes and surrounding area to observe
condition.
Bi-annual evaluation of pond pumping equipment, staffing, and procedures.
Plan review inspection of all homes under construction to ensure storm water procedures are
in compliance.
Temporary Pond Pumping - Several ponds that exhibit no positive discharge may create
flooding in moderate to severe storm events. Until permanent solutions are addressed through the
CIP implementation, it is recommended that POA continue to pump these ponds prior to
moderate to severe storm events. The ponds that appear to provide the highest degree of risk are
Ponds 12, 13, 16, 17, and 21. Specific guidance on the pumping details is provided in the
October 2006 Technical Memorandum.
Education — The POA should develop educational sessions with current homeowners on
methods to reduce runoff, and improve water quality. This could include workshops on proper
construction of roof downspouts to be directed away from foundations and septic systems,
construction of infiltration systems and rain gardens, or the construction of swales to direct storm
water.
Policy Review and Update — The POA should review current community and county building
ordinances regarding lot grading and building elevation to prevent drainage issues on new
development. Modifications should be made to community regulations as appropriate.
Suggestions for key development concerns are outlined in the following section.
NEW STORM WATER MANAGEMENT POLICY
Opportunities exist to support a higher level of protection to the homes and the overall community of
Lockwood Folly through improvements to the storm water management policy. Since Lockwood
Folly was established, development of the roads, golf course, and home sites appear to have followed
general policies or development guidelines. However, managing storm water with consistent
principles for grading and drainage has not been followed or enforced. Preventative measures, such
as enforcement of proper grading and drainage can aid in maintaining roadway pavement and
sustaining a longer working septic system for home sites.Development that follows principles geared
to long-term sustainability of the infrastructure will return dividends in aesthetic value, and higher
property values, as well as lower maintenance costs.
1116111

STORM WATER MASTER PLAN
Based on discussions with the POA and its board, as well as observing past and current development
practices within the community, HDR has identified several opportunities for the POA to consider
for adoption in their development regulations.
Roadside Swales and Driveway Culverts
The existing roads in Lockwood Folly do not have curb and gutters to collect roadway runoff and
transport storm water to a drop inlet or receiving pond. The roads are considered "ribbon pavement"
where the roadway is crowned in the middle and runoff is directed to the edge of the pavement for
infiltration or ponding alongside the pavement. Many of the roads do not have a defined swale, nor
does the ponded runoff infiltrate rapidly after a storm event. Excessive infiltration immediately
adjacent to a road can lead to saturation of the pavement subgrade. Saturation of the subgrade will
reduce the strength of the pavement to withstand vehicular traffic loadings (causing what is termed
pumping) and eventually cause cracking of the pavement and subsequently premature failure.
Swales or ditches should be considered for all roadways to direct runoff away from the pavement.
Roadside swales can also aid in the drainage of home sites by directing runoff from the foundations
and preventing subsidence in the structure. Brunswick County development standards contain a
recommended roadway swale that can be used in Lockwood Folly.
Lot Grading and Drainage
Proper lot grading can substantially contribute to a higher level of flood protection, through
establishment of a minimum elevation of the structure with respect to the lowest adjacent ground.
The development regulations should require that grading around the house he directed away from the
foundation a minimum of 5 feet. Lot drainage should be directed under sheet flow conditions (i.e.
wide, shallow flow) to the roadway swale,to the perimeter of the lot, or away from the house's septic
leach field. Directing runoff away from septic leach fields allows the soil absorption to be more
dedicated to wastewater disposal and treatment. Drainage directed onto the lot from adjacent
property should be accepted and routed around the house to its nearest downstream outlet. New
homes should also consider siting finished floor elevations with respect to new or improved pond
outlet control structures.
Runoff from Impervious Surfaces
Roofs, pavement, and other surfaces, that prevent infiltration into the soils, are targeted by EPA and
state environmental agencies in recent storm water regulations aimed at improving our nation's water
quality. The runoff from these impervious surfaces may contribute adversely to receiving water
quality by transporting water-borne pollutants and increasing the volume of storm water beyond
treatable quantities. Development regulations for new home construction or significant
redevelopment should encourage or require roof downspouts to be directed to filter strips (i.e. flat
and gentle-sloping grassed areas) or directly into an infiltration device, such as trench, prior to
entering the storm water drainage system. These areas and devices assist in filtering out pollutants
and promoting infiltration, which in turn reduces storm water volume. Additionally, other
impervious surfaces should be managed in the same manner.

Limits to Impervious Surfaces
To maintain compliance with the community's storm water permit with NCDENR, home lots are
required to limit the amount of impervious surface. As part of the community's review and approval
process, these limitations should be reviewed to prevent homes from being built in violation of the
storm water permit.
REGULATORY COMPLIANCE
Regulations relating to storm water are generally governed by local and state requirements. HDR met
or had conversations with Brunswick County officials and NCDENR to understand the jurisdictional
regulations from each entity.
The Lockwood Folly community (constituting the subdivision and the golf course) was permitted by
the State in July 9, 1990 through a "Certificate of Compliance with Storm Water Regulations"
(Project No. 900225). The permitted entity was Channel Side Corporation. Documentation exists for
the portion of the subdivision within 575 feet of the Mean high Water (MHW). It is understood,
through the attachments to the permit letter dated June 12, 1990 by Anderson & McLamb (attorney
for Channel Side Corporation), that this permit also includes the area beyond the 575 foot line. The
attachments summarize the impervious coverage total for varying land uses, and totals the
impervious lands to be 108.5 acres of the 455.7 acres (for a 23.8% coverage). This development
therefore meets the permit conditions for a low density development (one having a maximum of 25%
impervious coverage).
Requirements for a low-density development, includes restrictions such as limiting the total amount
of impervious surfaces, prohibiting drainage collection systems (pipes and curb/gutter sections along
roadways), collecting runoff through the use of swales and ditches, and encouraging natural
infiltration.
Conversations with Jeff Phillips of Brunswick County indicated that the County does not have
jurisdiction on the storm water system, as it was built prior to the County's storm water program, and
is covered under the state's storm water permit. Brunswick County's program does however promote
control of both the quantity and quality of runoff for new development, and encourages the POA to
consider water quality enhancement measures when considering improvements to alleviate flooding
problems. It is requested that POA submit a copy of the master plan to the County for their records,
and to continue to coordinate with the County prior to construction of these improvements.
Conversations and meetings with Linda Lewis of NCDENR (Wilmington Regional Office) indicated
that improvements to the storm water system must continue to maintain the intent of the original
storm water permit as highlighted above. Modifications were made in the planned improvements
based on meetings with Ms. Lewis, in order to allow these improvements to fall within a "Permit
Modification". Proposed inlets are minimized, swales and ditches are proposed, and the lengths of
pipes are minimized. A permit modification is necessary to allow select inlets to be placed in sump
conditions (locations that do not allow for an alternative to an inlet). The level of detail contained in
this master plan document should be sufficient for the submission of the Permit Modification.
Construction of the proposed improvements should be initiated upon review and approval of the
Permit Modification by NCDENR.

Fd
b
z
•
d

STORM WATER MASTER PLAN
Appendix A—Vicinity and Project Maps

,21865266,28s0,......T2:1,,A:2:."2/2„.....302„..091...,3..,37,:„..r.._ J341
,.
VIM 1
._., .
,4 4 q• 5. , •
q .
k.11,-
. .
J I
4+ t
' -.116111.11.111111111Pr. ' Ili'
- .
11111111tIlh .
,-- -
•cr.-- .
Iiii ...,„.....i,,....
- - =. --f • -4.'..* -,:;e1.10. - ' -"14". ,----1.----ii.,..:—, ' - _ -____.- . cl-- ,---r - If-1 3'i ''' r‘ l• 340 \
• e. ., t - - , ',I __,I , - .. ' , ..,,__. -„..,--:: 1 \ \ i 31 ,'30 / '1/4 '‘`'.--- '''-
4 , -4
\ • 1 - - - - ,,, "1. ‘ \ \......„, ey....1_,
49 . )
-4..‘,":1•, ' . \39 1, 3....j._W ... ,
_ - -.- T. -,-
1 ‘ a A •. ,.
•
,. -4-At Irl '
1.,. v )31/434
‘47\---""- l , •
325 324 11; 323 •
n • SF ..., --
35 \
t N / • \ k --, __. , ,---- , f260, lik 'fr.. , I ,,,I‘
322
' . 6
f 252 ,'253 255r 6y• .4 326 (7, , v'
251 e 254 .1 Th,
• .-4 ..,,,,1"._1.>\/\.. />,23/2, \,,, 4lik' '-\\), V vi,,,,,,,i-V11 -----"-----•-•--- i -„, , 1 .... ..,
, • - ..
-„, ..„, - \ 33 .." ' •' 274 1273 1272 •
271 4 '' 1/4/: ."--',.. ‘,„" ....."' '1/4, i \ .‘„•%.„,,y 321
v4,.. _. 5!,..so , .. . _ . .c_,, ., 249 t 1;/se \-...e• 331 0 X>28... ".''. I
..-
2611.i.',,
'tki • 4' ••-. ', ...........J,...„,..-,-,,--' 1 -N.., / ._
. . , ,w. • - , 222 22t L.-/j •/'2- ,‘
a f .....• ;3* •Iiri,- V"" ' it.,X\ ---7..,- '1225 1227 1,228‘226 122' 223 1229 21 21.Firj,„, F.....7.z '‘'. 79 ...• A 5' - '''"..1.(l• `./ ' 7411' -' - v
-I-
3 ' ''''4, ''<"/'2.'..,.;::„ __11.7e---v•""'''--r . -L., , 217 21'f 2'4 1"?..-
280 267 1 '
• ..... i69 N170Il .(17,. 173 ..........„, ,. / ,2,2„9. ,,, L.....1„, j6 -213 1. '.\\,.\ 1'r.-
er.- 17-...---C'..1.1/4".
gh t'•
441
jZ '4.'2'12 211 •. ___„ I.:a./1 2.......:ei.:1,_
0%''' • - '1/4',,-. .''''..\-"IN, • 174 1
ce 1 i l • C' '''%.' 4....4"/.. • s ei , "1/4.",231N,„/ , - ,,P-----•'.1.f.':','... / \'/282 i f 292 29,',4,., .ei - '.4„, „...„....,...Z1/4\
.=. / 9 s\ /-
\C'i's ''..-''' / /1-1-11-c ---- ,', " i-7*--4.--;.,...,-.7!-4286/287 ,[89 h ir-- ) 295 i"‘•?4' '. .1/:/- .6.e.,_r.r- 7 11 • 8 \ ''' t''
/7 ._
' '' "•,/ 1 '' -4*C•14,,,\V\1/4..c'•q, / ,.../
F. \ 6 ,•',%.\, '' ..., --„,-r-----.. 7---7-- .... .. \ :?....) --
162
,-... , 288 4--
\ ,
'E •••";" /1/4, ,t°4 , t-\ / / [ \ ifV0i -
0 a L i - ----
- t. .7:7-„,/, - • . .
# r , 1: ';'\\.„...---......_ ''')''' II 309 Itir f
.,208/1,,207.......‘" \ ,„..). ./
,'‘ 7/ .4> v '%i 206
..7- .... i c...7,_. , / , ,.- I. 1
36 38 ..1 ./.‘
.,..,„...„... ..„1 "....., t. I 1\ 11 1--i• •-).'' \205 fil\,,' ,,''• \ 1 156G l
i
2\c""- \\ 1-41 lik_,__/ i k ' ' ."'1 - •-•,,k.----'
/ /\>._:-.._"....-1-----=,-L -----
.,,23 „„.......---) ,
'4 ass 1 i 312 ......./..-'..r.
i \..,i/' / s 204 ...-
R i 67 „.... e '......., 4:"1.7. ,:';': 4 \ ' /N7
\33 \••••"\--..........0 ,k...
7 _...1-_--.--Le?.:56_, - --,--S",. . ., ---I-1 ..... ...,-. (,,,/- 354 A 7 •
"2 • 68 s e.,'1.•(-1'.....:\ -,---'-'h-?; \ ,C •( NT,. 1 ' ' A ' ,-- v ; 1 " --N4,7 356'', I.--1, /813 '''\
/ ' .1'43 ) r.,..' 395 ) 'i.'11/4° \ <,1 L 11. , 353 / N
314,
'
• , ed5 '-72' --11 , *./.., /315-4•91118 -1. 82 1 53 x /' .%/II e L..--- k,VI 357' G=1 '-'351 -...1/41-'' ' 316".
\ \ //:"•-e. ' : 42 ..0_...rw 1' \ Y" 200 '
."
44) ';'' , • \ 1/- "-' ''• 1 --A V ..,- -'. i-'75 \ 59 ,-' --'1.-----" ''1' /c18 1 ,../-; ,_,i_5_6_-\A ,' , - -.•,?,5. : . 1. • r
t 75 4m1044.4•44•61/...19.414441".• r 11' .„.„......00•4-
/ /59 ,,, ---4-. -.'•-- -... 't \ ...""1.'-'.' if)38 gg-".k=r-____-:--- - ---. ,'I\ 36a ' ' Ns' • •••• ' 3,, 319 ''
\ / '1- ' '":1''-'''7---7---"-- - - -.-..•"- 99 ee, \ H „...,,.100/ -7- 14- ' ' 's 39
7, 70 i
% I
i ,
' - >44' ,./59 .,__..., 71/7 li 73 1, ,„. „......Z / 53
, 444,ti e."1 13. 59j„;i'"1. -.-- ''''"... ? ""-.- _..•-•4 ., j ....re-- r 4, , '"102 ....../.......52,/ 54 55 /./.4>V363/' , „,
.4.,.. / ,..,.
-."-- lir 81 Tir" j1/4",-
2:, ,.
. ,.. • ,,,„
64/1' '-
954.1i."‘f• 103 •-
•'?II r94 ./' ''''' .4 364 4;....1/4, --4,1 -. ,,, 1, -... , ••,N
1 ,-ki -, . • . -, - .... . r mi.
I'. ',' t, . ,br
...
11O4 - / e-r-'. n. t 87 I „. - 1''''.‹.14484 57'
• \W._ . 4 . 4 62 63 765."-r,r. '
4" ''.4.,/ " \:`• ‘.' ' e9. / 348 ,
A „if --L_ •• -\./ -
,/ .,,c---;\--,0•4\s....,05..., ; 144 \‘\" - . c 93 -/,>.`,,
/-----. / /,.. 14 4.." •
f•• . "' 4 I . .
' • A fl" , ,,, /. ....,,. _ 7 , / 7--,--..._ rah, ,,,), '''.7 • t-...-••••,,, .!,\
I I!, i'l!.,,7;1.•. v ,. ,
. .
,a „,,c r• •,,,_ :- )11.'4 .. f i • t,, !. .•••IA:. ...' ' ... /i .)-.1'''''''' 1/ / / ' /7---- "ft 155 / :4,-1/4'.' ..7. .499f ' ' ' '4.91
1 -' . )11 i- _d 74/.4 • :. .% k T
.111 y.-:4°..t.' :1_ .7:7, .„/"..,/4'. r". ,'''-) , 153 / - ''' •
li 41—B
'-'
>•,</r \ 1 --t----; r'--5
a -'
cr ' .." •-;- r-re'rc . 26 151
.., 7
, \ 114 .1 120 1 - 1-24 126 , - •-•17,„ 134 L I ' \
- /34/•) \ N......ci,/ 125 . .,
..
' 55./.>. /116/
A
tie) .
1 • \- . \138,„4° •
II• I. M, , ---=--c
A c , . . /
4 .... . /
.„., /,47/146 T111143‘,142'
, g I ca r
i ''' '- ,;• - . : ' , .
i
, 21 r
.
- .
4 •, . ei
Project Area Locations
hal.
ONE COMPANY I Many Solutions.,
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

4 VIO f
42 �N. _- --
i (-Structures Conveyances 1
�� r� - Improvements Improvements
- - FR New Control Box New Pipe
�� ` �_-- /N- I New Channel
1 0 New Drop Inlet
_.�__—` �- _ I i I New Swale }�!
\\I\.
�� p\ ��' �`_ ,,, 76 / ' New Junction Box Replace Pipe
54 v . ! •
New Spillway Improved Channel
,cam `�— /L Improved Swale
c' 77 •
Replace Drop Inlet
55 -� El Existing
\ i! �`, Chi House R L __ _ , ® Replace Junction Box N Pipe
I ( oad ��1- I — N Channel�� + // N Existing
��, $ Sle Swale
56 C+,o -� it 11 0 Drop Inlet
' / 'v c; ® Junction Box
o .„,-..] ..
I 70
57 2 x 2 4._.- ? - 1 1
—_ Pp' i i' 84
r.
Fad • / 7117 , Z x
dye ,' 73
3 C` _ -- •
—
58 59 G4� _ _ 69 ��� 1
mr. 60 �.. ` _ • i, L� 86
61 a. f
/ Gat N
'C
N ,� 63 '� PatFi ° L?
Win,
62 64 / A
\\ : CpA,
\..ti'Y 65 ` . - \/' 'jell'
87
-"' _ .. / i . i_____.--
C
'p
ale ;� o 2 . ti B
3 I 1 / 1
..' -N. 66 67 68 r
it r' i
\ f \r,
r9 ------____0,________
. , -7-----------, r-------H__ 'e'l '
/ iii)iiii
,n
3 11 �a _. _
Pond 25 t 1 inch equals 100 feet
n '- 13
14 16 '�-__ y w E 0 goo 200
16 17 ' s Feet
o / /1 /
18` 9 - / / N
/ / gip / I ,
Z Project B-1 a
ONE COMPANY I Many Solutions..
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

r
' -- - ..-- •
30 s? , 44 437.,''� 10. ..---'"' 71/'
? \ ---
/0 ,,'''
'\ QN y
32 31 45 42 '� Structures Conveyances
• _ 1 \ ¢ ' Improvements Improvements
�' New Pipe
�` y y �� % U New Control Box �r
New Channel
. © New Drop Inlet
I • New Swale
`_. Club House Road `foo 4 2x24 New Junction Box N Replace Pipe
f* ,� Improved Channel
33 46 .� New Spillway
Improved Swale
a ;-` o 0 Replace Drop Inlet Existing
S a,� —
�� I � .� 55 Qpi '-!t ® Replace Junction Box N Pipe
p .,` 34 ;i' _- 52 53 :I:\
_ • O• Existing IV Channel
,.a i , 47 i s El Drop Inlet ��� Swale��� QQ Abandon �� � ,/ PQ C,.I.N N: G r _1 Junction Box \-6-5
.1 \tia Fairway `
' :413 51 ti 64
63
\ 62
}
\ 61__
i cA 60
g / . / 50 L
57
.• 61 59
U
58
y f// r
i.
New.jp pe also ?x 24 CPP ' 2 x 24-»Cnn
60 under cart„path QQ / -_r_ _v -----
E 59 �4.G �
/
2 / WAe 3
"''
v
o . 57
c '
J f� _ - — _
A L-i-j-1'N 56_______________\ l" 17
40/
____.---
/ �� --r 15
D.
__--------\--7
` `�, �I _ f-. 1 11 12 13 ya 14 •
U / 10 " E 1 inch equals 100 feet
' / 4 6 9 /
m 2 3 5 7 8 �\� 0 100 200
e - -_ -___ r � .� 5 Feet
— _ '~- /32A3 I / / 47
` 33A" I �0 _ �, I
Project B-1 b
1
ONE COMPANY Many Solutions,.
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

.. . -I / ''. .,. / .
fir /7 . 1
r;a 32 '� r
V
I . )----_______ \ \ N, �_ Structures Conveyances 1
r _ �` ' Improvements Improvements
0.- ;... ,--:. ditifit,. Z%``_ 1 ��� fi',� (;�u� �j New Control Box New Pipe
New Channel
„ . • _ Q .�N El New Drop Inlet
'' '(; tt ��• New Swale
3., 34 1 46 New Junction Box N Replace Pipe
II 1
— = .
�_ _ iik !�/ ,
Improved Channel f `
__ New Spillway1\
Improved Swale
�8„ �� / ,-:+� El Replace Drop Inlet/--d______________
Existing
66C '�., CAA �� / -'
r� _ / �� Replace Junction Box N Pipe
1 C ��.. Abandon i Existing H Channel
47 ���` Swale
66A -J /� Q o!�►��L, �;GQP l Drop Inlet
gN.
66 d \\\ a ® Junction Box
r 65
a 64 � Y
a 48
66B / '`.. ..
p/)\\ (�~Ib 63 j cAA\ 50 �' 57
62 49
6713 7----.....!../i0, �
e \hQ f f New, i e also �.2"2a^Cpp l58
I Z / i -
60 / / undep art„path QQ `�—�" -� x 2a cPe �� [ -
t
68 f.. / ,,,,, / 0/ 1.
\ / // T
/ .., S1Xi '� ' pie 3
z . 57
y
j i
LL
o 1
11 56 { 111114
i
\ __ ________ ____.
I.
' / I
' 3 , 1 E 1 inch equals 100 feet 6
ai
o mo 200
ii
33A/32A/'\N0 e j
I
l
o
'mot'. RAA �..
I
-� Project B-2
J
ONE COMPANY I Many Solutions..
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

29 35 --
�� 19
.//
36_ 40
38 ;` ' Structures Conveyances
Improvements Improvements
30 i r , ,' ® New Control Box N New Pipe
41 New Channel
® New Drop Inlet 37 / =. 25 Q
��J ��� r New Swale
(Di f - � r ` L EEE ::
NReplacipe26ImprovChannelImprovSwale• 1111IMMI". t Existing Zq
GO,
28
•
'' .. Swamp.©Pond 22 Pond 22 f-- i ® Replace Junction Box N Pipe 37
a`,�,Nay f Existing At Channel
n�:\
I I���° Swale
r��y y j 0 Drop Inlet
g I "'',, `. \ �' 29 1 Junction Box
N L il:.„,\
°4 f
ni
O
44v 32 l��
E1� I'iFin.30137
45 t ,ll f _ /
1,7, - V \T.
J7-4'3
a :\ 46
yea . ' ,
b \ > .
• !d
-/
O /7 i A i'i
c, / / , ,c). .
1 \ 47 b y° 42 a,l i
\ ' 4S N}'
e
_ -
y 48 /e / 52 ---------/
/ / ..
Q
of/ J er 53 -- ___
2. / a o%. 75 / 76
49 r _
s ,/ �'�� 54 v / \i:
r c�
1 �' _ ``�`��� / 77
E.
• 4• ./. 51 �_ ` - i'
ci c 50 1 -------7 .
Ef- \
_ 56 55 2
��; Pond 16 �4 c ' T
A
/ -____
EI?17ft A /
• ' 24t J PC
' 1 inch equals 100 feet
,C0i,g. 57 2x24"'CPS --- --= E1.17,ti. ? _ 70 //J --
÷° \= �� Cpp ' / s Feet
/ 1
@ _. 58 --T-59 60 / 69 i
Project B-3
ONE COMPANY I Many Solutions.,
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

2 - A r92 108 J
\ \ 91 Q °o� � \ /
81 90 /f ry� `8�+� � Structures Conveyances
eI \_1 ✓ .dg Ito // ` 87 �. Improvements Improvements
�� rdr� 86 r New Control Box New Pipe
• G v - Iii New Channel
I J _ _ - -. ... ID New Drop Inlet
�� �N _�� New Swale
43 N _ �' PKI New Junction Box /�
80 •, n/ Replace Pipe
/ 1--�, 85 ~,2,x 24'kCP.-.P f Improved Channel
N:co ! New Spillway
{f Improved Swale
{ i %. p ~ \- Replace Drop Inlet 2
i y a w 1 ElExisting
42 \ f' O '-� • Replace Junction Box Pipe GQ�
\,y :. _ - -: / ,- �� �/'' , D Existing H Channel `
` CO I�j`� Swale
40 •
v Drop Inlet
•
G 1 79 �Q. 84 ® Junction Box
,.
39c // 153 / .1
78
e ,, 1 152
\ \
GO
$ 38 \ ,i r
P 2.X 24,CPP \ ------'-------------------j
.
//:. : - ...
...„, \ .,._./ ___
,<A I
-
32x24' Ca t
I Path
I l � M•. ‘..;,
. ..
4,.C�'P'E Ei\ 16e'CMP 1• as. i �a-" f '� 1
1 i
uj-
36 ' _ - _ i I 0 _y
ij
�F ?3 ` N
/ \ \ . - - • , - --11, , /
1I 1\ AI "cTI
U
--& 22 * /ft . :-.'' //'
Y 76 b' 1\ l Q.
im,
s a. 34 Ca 46 f
C
Qi ryb` r
y
9 71/7 \25
O �. 24
:_ 24 0 1 7//if
�Q,
ti -10
68 � c,
25 ti t �l ' -r'` c� 1 inch equals 100 feet
1 r� 67 o 100 200
1\/1-------------2-6 4 ,
, 1 t. } ` s Feet
\ 1 ,
z.....______\..1
L------- \70 /-16--------- ...._
A. Project C-1
ONE COMPANY I Many Solutions-
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

3 1 48
N2‘17 - 4 `�` � ' f\ 45\ Structures Conveyances
218 46
5 \ 47 44 H
Improvements Improvements
,/ \�l/ /r New Control Box New Pipe
iq��je 6 / ` New::i
/ �/r 43 B New Drop Inlet
;;\ \ * / 16 r► I\\.7I New
�`v� Y eve.4 GO" �� New Junction Box ' Replace Pipe
7 ��i` 17 42 0 New Spillway Improved Channel
�, Improved Swale
8 i +•
�d►Abionk
i, 41 ❑® Replace Drop Inlet I ,---; Existing
' � 18 . .' 1
f• 1 ® Replace Junction Box N Pipe
40 Existing Channel
' Icy° Swale
0 Drop Inlet
INV
s / 39
14 Junction Box
f, / I /
1
\ 19 1
J P'
/ 12 \ 13 �r 118
__ ______________-24'2':PP
37
g , 10 11 Q, �►� :. ?4..Cpp 14111101
I
79
` \t
'bt` Controlstrtactgwwill it I 21 '� 8
_ have manualirgate to M 2 ; _
draw downiake. R 22 36 CAp '
Accessed by �, , if 'e"c p
"8 Ij jR f wooden pier. ' I �%A fr
w
Q.
b•. r H
• •:. .0 35 / s\ ' 78 X /
..-ffel .--- te,Vio*" / g / 84
))4. I i1Li'I
n w 1 '-. 1 Y 24 { c "3. 0
x - _ 7 _ 18"CMA
m - iI
�I 14t• _ I-4--1.1'-:711'
{ y ° , .�< CO i 09 25 Opp L'
T-•
° ° C i ® ( i 33 ,
y
° jI _ 77 ''
26
/ ' \ / 7.\\\) --....,,)
f/ ____. NN
° 32 E /
3: ` . / ! 4 `7 N______--.7\
! E _ 1 inch equals 100 feet
I * 0 100 Zoo
/
13Feet
;NZ-
+ 75
II ,29 / j 71/7
Project C-2
ONE COMPANY'Many Solutions..
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

37 ! i_
54 /' 238 \ 225 \ 10
36 55 l' Structures Conveyances
237 226
I 6 f Improvements Improvements
f R��
56 eV / � /ON'
; n New Control Box New Pipe
*s.� f New Channel
35 _ •`�•/ / �j ®.. a ❑® New Drop Inlet
r
236 •
New Swale
/
li—
�� F,, 227 _•'.- e,; New Junction Box N Replace Pipe
J .::' Improved Channel
57 �f \_ \: ' a :: ;:_::. s ::::'::
' '� -..~ Inlet
°=`' Existing
34 <
235 228 ® Replace Junction Box Pipe
58 \ - °
Existing N Channel
° , ° ° 411k# Swale
I
rf o El Drop Inlet
N North Court —r --- � � a Junction Box
G v e L.
64 e 9 e e C.
° ° °
�� 7 229 ° o o
60 61 62 o a
L_________--
6 v
\ ,
28 eel,
63 ., , ..
. , . ,. , .
, „ .
e ° > .
} .5
25 OGo 230 e ° .° °
° °
O'�t hi. 8 A Zq.CP,p o N e
oad \\; l °
24 ° ° n
1
E 22 23 \•- e ° o. o °
4,em. \ \ \ 0
\--------------.---"--- -----.- / 0
�. 9
EaSt 4 \ \ L
1 r 232 °
•
5 n _�� '
I \
A
7 iA r//' -
O ,
f- �. 233
9 8 JIIIH/7--
��0
40
y '1 go f x .Iiiiiiiir,..
�-� r 234 t r
f c.� mil" �,-
3 � ! ! i 1 inch eual 100 ftJoe1 \___ _ __
___ '�l _ Feet \
,il ,/ � 22 l \ 35 \ \ /
FDA
Project C-3
ONE COMPANY I Many Solutions.,
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

\ \ r gg88_ �, \\_______________.-----90
` L_l Structures Conveyances
- -" N.. Improvements Improvements .]
\.. Iijii New Control Box N New Pipe
85 91 New Channel
-- \
1 . Zx e� New Drop Inlet New Swale
1 G
' I X New Junction Box /�
^/ Replace Pipe
�' 101 New Spillway Improved Channel
Improved Swale
84 2X2A�CpP ?k24��CpI, '` Replace Drop Inlet EEnei
101
Replace Juncton Box
,, 0''e404 Swale
irona s Drop Inlet
EI 7:3 �w Abandon 92
® Junction Box
N ` '
0 `+
N c�
N '
00 3
\..= —�
86 •tp
�Q
,tiGQQ 93
I
c ..
c I i s
o
`�
.-
�., , 95
Q.
45 //// /
f
N
d
QQ�
94
ry,,G, j'/` / 104
ry
Cart
Path 87
x • f 7
ri f
NN
. court % 105
O
C) i i.� Golfv►ew
U N
.N _�[err, i f h - _ 1 inch equals 50 feet
m 6 - " • + .. / W E 0 50 100
ao
s Feet
I
wo 107
Project D-1
ONE COMPANY I Many Solutions-
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

f / / ,\ 100
160 Structures Conveyances
204 / 200
` ��\ Improvements Improvements
/ \ Ill New::: :
trol New:nnei
/ 203 r./ New
�� / 0 New
/ 181 New Swale
1 / \ Z�� New Junction Box N Replace Pipe
Improved Channel
/ �\ New 202 } ajj0x
in Lockwood Lane ` ' #44et
40h NI
Junction Box
/ N. -4
0 / 97
\\\.,
v
NN
2 x 24"CPP
162
m I N
Z CV in
Ap
88
_tea
�rz
-
83
N
Q
l
0
e /
o Alternative>fsolutionwtoHrelieveNNPond 1:5
•
, ` ,or isato pampxto proposedainlets ` ' j 92
t0
in Lockwoodi Lane 89 f
''- , fr (see:Project��.G-24) N
5-5 \ k.
\ \\ \\\
1 82
1 inch equals 50 feet
mq\ \ 0 50 1nri
t} 1+ \k s Feet
0
8,--1 \ \---------
81 \
'� Project D-2
1
ONE COMPANY I Many Solutions"
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

\. 95� pus
"111107
�1 ' 87 94 Off6 /`
1tvjeW G 104 Structures Conveyances I
Improvements Improvements
s 105 y' New Pi e
f0 .
, New Control Box �/ P
/ r New Channel
' �,- 2i i 06 ❑® New Drop Inlet
l •®�� �r.;. = 7 �� New Swale
�F"= �. �� 10. ,i- M N: : x
:::=nnei
Ny
�` 108 f• Improved Swale
,` N ❑® Replace Drop Inlet
155 O ! Existing
'C� - '° �� M Replace Junction Box N Pipe
1 / � ,,', Existing H Channel
c? , ,le Swale
y.+""^ Drop Inlet
g + 7/ 109 fir. ® Junction Box
8 154
r \ .�
/Alio '
.7- :4010111&
E 153
24
o
�uf�t PP
\ — —"_ -
1." . ---"'..-...,,... 1/ Zrii,
111
"IA
n 112 129
25 152 1+22/ ----C- \ 1
�� 9128
\ 131 132
E
\ \
r 130
A ��( -----..._
. _ *7' :
T� 123127 l��N'0
— -----]
a . ��� 0"C--, ---"---- -- 10 \ ,,,,_„,,,,,L.,..,_____.----------
QQ �.�
o l r \-
'' y " '' ,
124
O
j �, 126 �` 151— Or
A 136
, 114 120� Cti 6
I 9 aea 9 � 6� �
-T. ' 125115 �� 137
O 138
3 / "\ /
150 116 -s N� 1 inch equals 100 feet �\
118 �� wE o toa zoo
f J
117
140 I s Y Feet 1
1 j/149\ / 141 \ \ \� �` i
142, ,
Project E-1
1
ONE COMPANY I Many Solutions
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

i
I 1 Il N
•
i F
\ /// 312 Structures Conveyances 6
\1
\ 355 313 314 Improvements Improvements
Zrz \ .
y New Control Box New Pipe
New Channel
New Drop Inlet
354N �,r New Swale
�' New Junction Box /1/
'4, l = �/ Replace Pipe
' V\
/ / "Ai,.'� f New Spillway Improved Channel
A` Ge
no Improved Swale
i .", eS Point Road Replace Drop Inlet Existing
r \ ,
`• , / �`�,�.•� _�— ® Replace Junction Box N Pipe
�> Existing N Channel
���`` Alio. Swale
353 •`I,``� 0 Drop Inlet
MJunction Box
,e• +� \
N
.352
��1 //
s18�� s� ,�'u�� 351_ _ 000o�„ 350 349
a
I
At,' /
I
g �i
ii
356 - '
iv
; iiii i
ryf/
E
m
!( i
~
s. _- Hole
0
). '-^
TI
J
�a�,
r -- Qoy
/ ,
U I f 1 _- ti..,y
357 Y5A r -� 1 inch equals 50 feet
360 ----------7 4 ��\ o ao 100
1 / i 361 �` Feet
j 362
is
Z Project G-1
J
ONE COMPANY I Many Solutions..
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

I 156E
/ .
/ . .
Structures Conveyances
/ / Improvements Improvements
Fr New Control Box N New Pipe tl
- ::::aa:e1
ilmolNewDrop Inlet I
�89 156D j
f �� New Junction Box N Replace Pipe
t /
New Spillway Improved Channel
I Improved Swale
0 Replace Drop Inlet Existing
\ 1
i .
1..!
Replace Junction Box Piper a< sting Z ::e o ..
. ;.3 1,
\cj 0 Drop Inlet
!y — —---- — �� Junction Box
c. Q SAW* 356 '
..,
\ 191,
‹d i,t.i
2 \ 9� •
156C i
. x i./ ......__________
Hole 18
O FI
4 205 P
.r
c, _.---..\
------....!,:Cpp et -\ el- "-----
( --`----,,,,.. .........„ ..„.......... ,------.----_--- 'A\
% \ _ -0-
\ : ,.
,
d 1
• 1 \
$ — --yl
s 1 357
/
1 )
L.; 1\14 A
/ \ \
sq I
rr N`b• , 156E A/ /\1 358
.y 204 o4 .c3 2 ` 0��1 / \ _ is r-./Nbe \ \ .
�.
{ Altemati!✓eiroute for inlets a , / 156/ \\ ,t-
61
E 1 inch equals 50 feet
/ �� in LQCIcwoQd Lane \ * \� 0 50 100
\\ /
e , ee^Proec#.G-2 Feet
1,1
20353
� \ 35
-� Project G-2
ONE COMPANY I Many Solutions
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

l
351
56 361 Structures Conveyances 1
11~` 313
1--- __y l4 1 Improvements Improvements I
fNew Control Box 'N New Pipe
~— 350 /
New Channel
57 New Drop Inlet
1 362 r New Swale
o X1 New Junction Box N Replace Pipe
/
�~� �I tNew Spillway Improved Channel
�� �� \ ! 314 Improved Swale
_ ` 0 Replace DropInlet
58 1p Existing
363: 349 }
J -v
315 ® Replace Junction Box Pip:nnel
t�O
if- 1,_____:_________zy
di�Q, \• IV
Swale
� c3`+� 0 Drop Inlet
k ® Junction Box
( ve-_ _,
364 ?a-AA, /' )
Cpp ).
r
reh
�� �� C �� N
1 \ ..../ `a,,,, ,:g N
Ll.' i
.1
C3 I = X24..cPp '�
1".. ` 0 ; — r a
'41lifirr
C2 ' % ' fq
/ D. ¢ 316 2
1 k 4 rr
C1 , * ?
i 0
i i 7
/ 317
/ .
./ /
/ /' 318
, 0 ,
...,..,
/ .
r.. 4111/1
---______4
._
....
,___
. /
__________,,,,,
.,.,„
, ,
1 j
A3 //f
\ Al /
.` / /
' f
N ++ // r 319
U
—�T ! MIIIIr111i14iII1�111iIIlilU�4f 'V1
/ t
3 1,� '� // ..""—--— ;
� ` 1 inch equals 100 feet
co
aej / ( o mo zoo
e �-. Feet
t / 93 �� /
345
J
1 [
-� Project G-3
ONE COMPANY I Many Solutions.,
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

/ \ \ 328
i 320 /� T302
303 StructuresConveyances 1
''—it._-.
\ 1
I304332 7Improvements Improvements
330 +
1 / \ ®❑ New Control Box New Pipe
' New Channel
❑® New Drop Inlet
)1 331 329. New Swale
\ \ _�- / .
IZ New Junction Box N Replace Pipe
305 Improved Channel
I / ' 300 � New Spillway
Improved Swale
�� S \---------"\. ❑® Replace Drop Inlet Existing
roe Point Road O
--L-T------ Ge �-�- \ ® Replace Junction Box Pipe
�—~ N Channel
Existing
'� Q4 �"� 306 �.��` Swale
�,' V �' Drop Inlet
o / ��N .tic -- \ ® Junction Box
0
---,;QO. bi. 307
N �� \ , _ }
J t
r
365 $ �, ppp f �, �-
o5120
r/ ri
g
308
rj293------------------H 11111111.11"11.11411k „
k �,.VO ,dole 15� •\,_ \ \ / \\ if r/\) .../ / ) \ \ . -
a
,T. 1 / i \ o\i
. ,.. . ____-
f 41 295 l 1
292 ;j+ ,�
../
, ... ...„
N
`� 310
f 291 { r;
s :t \ \ j
1 vy 296 I \(----- 311
;o n. i I •lt`a `.
li•O . ---------/ ,..
g, t•N' -------____.,______ t
... 0 ‘ \\10),!Q‘o:.,b-13
�D
,9--- 290 / ----\\IPS. --"'"--------....,....,..._ 7 .. \ , "\\ \ / 312
�� n -si _ --` '297` . .1 /
-. \ //
3 1 �, //
289 F�{-_- _ .. - 1 inch equals 100 feet 3
'k i� n r:
156G / 0 100 200
a /� \ 286 � - ` � 298 � .�
--/
NV285
/ \ 287 288 T 156E �� ``. .`�aQ s \ Feet
o no l 299 �� �i 355\ \ \
R Project I-1
ONE COMPANY I Many Solutions.,
Lockwood Folly Property Owners Associaton I Lockwood Folly Stormwater Master Plan

255 \ / 1
256 i Structures Conveyances
258 Improvements Improvements
259 1 ' New::::x
New New Channel
�S New Swale
dJj IL n/ Replace Pipe I� ,
272 �� , New Junction Box /v
�/`C'� 257 :::1:
ChannelSwaleN } ❑® Inlet Existing
i \ e
,'- �, M Replace Junction Box N Pipe
7
?�,, Existing N Channel ,'
° E' h�1° Swale /
! ,, r , s A ` El Drop Inlet
■ �s e r
g 271 `` 2x�0.,1 260 ® Junction Box
N
CpP
36,,CPP
Eagle Court.. _ �- •/
11
1 26
a mo ,.
.".. /
'27--- r -a N./
/ I e/
_o/
1
a
27n 261
: 262 i "
`
N
263 \ ,
t
Os
aL II
I i C�
i �� �. , 333
269 _,r_- //
V
`�<-4.,, , ,. /mminnia.,
Pp
264 ,i C/�,o
x h O
w
y 1 inch equals 50 feet
2 268 _ `• _ r 0 50 100
e
,.. a Feet
//f
III
l 332
a Project K-1
ONE COMPANY Many Solutions„
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

252 253 I 254 255 I 256 / V's/
__-- � r
251 `� , 257r
Fairway Circle \ tructures Conveyances
_ 250 '.\,-' provements Improvements
A
1 272 rl A New Control Box N New Pipe
_______________________ New Channel
274 271 's, 0 New Drop Inlet
273 r ` I New Swale I
1
,, 1 AAA 263 M New Junction Box Replace Pipe
243 244 245 I 246 249 GQa�,s•`'�� •
270 New Spillway Improved Channel
1r------Lt ^� Improved Swale
247 � 36��CPp/ , El Replace Drop Inlet
Existing
275 r
,.� x� i �2 Replace Junction Box N Pipe
I 1 orb r ;
i. 276 as r �``* C Existing H Channel
248 ��/ ,` ``� �� ` �.��` Swale
�`Oj' 277 !� 269 0 Drop Inlet
Lockwood L I \ ® Junction Box
LaneN
,V . ,, ,
O a1
o \
r 278 ,, \ k 1 '
u 222 �� - 279 a 268 265
E 221 220
1 l
g `\/ \
219 215
\ \
s s
214
______L_______ 216 ,
! 267 -----)
a a
�
G044' 280 \---
i -__._. I2i8 I a�Q
217 � 0' 266 213 281
u.r"-F--- / : ,
04 ,iv
- i 212ce
\ rI 24'=CPp�L Pond 5 j 282
-..-'--..-.,‘,.............\ <----'- ..
-' ..: \ \ I lip•
0.
r 2831 ` \ \
,/.. , 210 t .
----.\------ '''' '''''--'- - -___ _
, .$NN 1
N Ir It i 4 Goa ;`'`# 284
J 7 ------ 7
10 209
/ j xw IllrtfFlrrit�i r��
/NN 11 285
•
04. - f •J7 -•
1 inch equals 100 feet
7
g4/rr 7 __--�� /i WE o ,00 zoo
\ f'' 11 12 ��• r 6/ / 5 4 2 (\\\ 1 ��` Feet
�'. , /1-N3N,
� 4q'1�� 3 f/ N—
I 286
T \ ,,
Project K-2
ONE COMPANY I Many Solutions.,
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

i c Birdie C 278 a�;� -Fagle. Court 259 \s 30
212 court
f 270 a ��_ '`.`` -3„
�' r
FS
0
_- �` �� `�o fStructures Conveyances
N S �� f `°,� Improvements Improvements 29
��. O 279 / p p
t 269 260 ® New Control Box New Pipe
211 V 263 1 n
b ! �'�' New Drop Inlet New Channel
O 262
`� / New Swale I
�o
.\ / /-- f�:� New Junction Box N Replace Pipe
��` V 280A ��/ f 261 �', Improved Channel
I / New Spillway
.` l v 268 / `Qj ! f �/ Improved Swale
t 210 ��V ! Replace Drop Inlet Existing
,/\,1 III g
ti. f M Replace Junction Box N Pipe
281 264 �� N Channel
v.) Existing
l �f 267 t,$0 / 265� ,/ `I(i,'.: • _ ® Drop Inlet �'1 Swale
�lll� ` a
1 \ 1 209n / l , .
A l
N /Jj/ \NNN Junction Box
.. ., . ,,,
____________________i_ ,
c' 282 / , •
, , -.-/./' \VI, --;„c.\' -— --------
41P . , ,__ _.,;.:411t ):,„ %
E •Cqq 4:.
Q 266 Q 34
�., �j-;fig•-GP"-
K
. 57 - y y 333
+. no I
N _______\_
s ��1 CPP r' �`
----1 0
t., :‘
4� 283 .�` 0 ,_ `
,i
. !
/, ..
r' 1
/ I g° ,0
- 5 284 1 ; '` 332
s �' ' 4An
1
• y� I1 ��. n QQ 365 �• �'
o ;' 4$
O . :_l___/
l 285 \ 3e
`� l r l % .._ ;� 1331 - l
_ 5 �- \ 7
. • , , '. , , _...._ ._ , 1 / 7 '. / \ .
327
a208 r 286
t
f �, _ 291 � ////// , 1 inch equals 100 feet
'Y 290
r o goo zao
207 �� 287 ' Feet
3 / 292 \ �
. . /
j 1 _�-�� 329 / \ .----
Z Project K-3
1
ONE COMPANY I Many Solutions,.
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

\ 24
25
• 23 Oyster Shoals Structures Conveyances 1
Improvements Improvements
\ I
22 New Control Box New Pipe
y �—r New Channel
New Drop Inlet 2
\ 1------------, New Swale
`�` � New Junction Box N Replace Pipe
/
19 : Improved Channel [---,]
(7 New Spillway
20 Improved Swale
▪ Replace Drop Inlet Existing
® Replace Junction Box Pipe
18
337 Existing N Channel
e.40 Swale
21 338 0 Drop Inlet
S / • Junction Box
/
\
.1
A---------------------'O f/!`
/ .........._
T__________________\\\ , .
J
VI.0 •
O
':
N `_ ;� 339
2 /
�!
Genoes Point Road 18'•cpp
7�;a cAgjs ' L\ 340
Op, 336
h:
rn
a 31 i
32 30 •f
s L
•
335
/c lti
'o
3 N
we 1 inch equals 50 feet
m o 50 100
1 28 \ \ s Feet
14
z Project L-1
ONE COMPANY'Many Solutions..
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan

b
b
z
d

STORM WATER MASTER PLAN
Appendix B—Project Cost Estimates
1

II
0 O
0 0
* — r- -
—
.-+�N
v �-4 p CO CO N N. ti C�) N CO T T T U) Tr U) C) OD Ln LA 0I
).4 ,M O mr TV M N 00 O N mt LC) LC) CO T N. OD N OD CO
C.) v NOOmtCCOetc) NTOCOOOMLL) mtTI-mt
Itl .F w. C as CAOOT C'7CC) TrC7 <- TN0: <6o) 000O.e- r
Ln t O N MCOC) CO0C) NLAOLC) I- 00mr ODOmt 'CP
R r T N T T T N N M M M
61
AAv)
`C 0)ER C)EA 69 Efl Efl 69 63 E9 03 E9 ER CA)69 6F}09 0) ER
A .
W
•b O O O O O O O O O O O O O O O O O O O
p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD
p T3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD
0 ii = I n U) L n U) I n L C) 'xiL n L p 10 L ri L c) U) L n Lo L ri U) O
p O li O ti N. N. N N. N N N. N. N N N. ti ti N. f` N. ti LA
a0 O .0 C v r
c) U Q
69636969C7/)CO6369E963Eft690369690369E9
rn
L
d T N M LC) CO 0- OD C) CD T N CIDLf) CO N. O0
•
T O C) O_ O mt CO ti Tr 0 0 COO O O CD M TCr: O 1
I N M Cel er N M Lc) <O O T C') v co 0 M CV
> a CO T OO N N N CO CA m N CO of O N M ui CO N co
CD O Tr co Vr L) Nt CD L0 t ' CV T LO OD CV M 't NI' CDQ 0 T T et
G V
d
CO
m L 0
z as EA)6361) EF!6969E363E36,E9.E9-Ee69E0363 CA3 E3
0
'N
'b
a VD
O
k
w
/ a M T N r 0/ T N T r T co cy co M T N
y, momxY000C900 - W .� mCO om (DQ
Cyr
O
U
W
Z
Ca OOOO.T" NMmLACCf- 000ANNN NN
>. N N N N N N CD N N N N N N N CO N N N N H
La
Iiii:51
;OIL; '' 4.:
1Q
w a)
O
1;
0 00

ONE COMPANY I Many Solutions- Lockwood Folly Storm Water Master Plan
Brunswick County,NC
Ouifaii: 13 ;Computed: i JW IDate: 1/17/2007
Project: I lA 'Checked:. I P1i Date: 1/18/2007
'Sheet: 1 of 18
Project Area Extent
-Ponds 16,17,and 18
-From Fairway Court to Outfall B
Proposed Improvements
-Increase pipe capacity for the system at Ponds 16,17,18
-Increase pond discharge capacity at Ponds 17 and 18
-Improve capacity and stablize receiving channel downstream of Pond 18
'Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity ( Units ( Unit Cost I Cost
Pipe Placement and Finishing
24"HDPE 335 FT $36.00 $12,060
Improvement of Natural Conveyances
Earthen Channel Grading and Stablization 280 FT $34.00 $9,520
Storm Water Structure Placement
Pond Discharge Control Box 1 PA $7,650 00 $2,650
Overflow Spillway 1 EA $9,000.00 $9,000
Roadway Crossings
Asphalt Removal and Patching 15 SQY $25.00 $375
Utility Relocation 5% % $1,680
Erosion and Sediment Control 5% % $1,680
Materials and Labor Subtotal: $36,966
Contingency®10%of Materials and Labor Subtotal $3,697
Materials and Labor Total: $40,662
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $8,132
Estimate of Probable Project Cost Total: $48,794

H ONE COMPANY I Many Solutions- Lockwoods Folly Storm Water Master Plan
Brunswick County,NC
Outfall: B Computed: AL Date: 2/9/2007
Project: 1 1B Checked: PB Date: 2/14/2007
Sheet: 2 of 18
Project Area Extents
-From Marsh View Drive to Pond 16
Proposed Improvements
-Construct new pipe system upstream of Pond 16 for future upstream connection
Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units II Unit Cost. I Cost
Pipe Placement and Finishing
24"HDPE 1785 FT $36.00 $64,260
Storm Water Structure Placement
Junction Box with Manhole 3 EA $1,200.00 $3,600
Roadway Crossings
Asphalt Removal and•Patching 70 SQY $25.00 $1,760
Utility Relocation 10% $6,786
Erosion and Sediment Control 10% $6,786
Materials and Labor Subtotal: $83,192
Contingency®20%of Materials and Labor Subtotal 20% $16,638
Materials and Labor Total: $99,830
Design,Administration,Fiscal and Legal
Design Allowance®20%of Materials and Labor Total 20% $19,966
Estimate of Probable Project Cost Total: $119,796

ONE COMPANY I Many Solutions- Lockwood Folly Storm Water Master Plan
Brunswick County,NC
IOutfall: B Computed: i IIW Date: ' 1/17/2007
,Project: 2 IChecked: PB Date: i 1/18/2007
Sheet: I 3 of 18
Project Area Extent
-Ponds 19,20,and 21
-From Pond 19 and Purple Finch Road to Marsh View Drive
Proposed Improvements
-Construct new pond discharge structure and pipe for Ponds 19 and 20 for positive drainage
-Construct an equalization pipe between Ponds 20 and 21
-Construct new pipe and inlet system from Purple Finch Road to connect downstream for positive drainage
-Construct new pipe system across Marsh View Road to proposed system described in Project B-1
Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
18"HDPE 370 FT $32.00 $11,840
24"HDPE 340 FT $36.00 $12,240
Improvement of Natural Cunveyunces
Earthen Channel Grading and Stablization 200 FT $34.00 $6,800
Storm Water Structure Placement
Pond Discharge Control Box 2 FA $2 650.00 $5,300
Drop Inlet 2 EA $1,200.00 $2,400
Roadway Crossings
Asphalt Removal and Patching 13 SQY. $25.00 $325
Utility Relocation 5% % $1,945
Erosion and Sediment Control 5% % $1,945
Subtotal: $42,796
Materials and Labor
Contingency @ l0%of Materials and Labor Subtotal $4,280
Total: $47,075
Materials and Labor
Design,Construction Administration,Fiscal and Legal •
Allowance®20%of Materials and Labor Total $9,415
Estimate of Probable Project Cost Total: $56,490

ONE COMPANY I Mans Solutionu• Lockwood Folly Storm Water Master Plan
Brunswick County,NC
Outfall: I B Computed: ' TW Date: 1/17/2007
,Project: I 3 Checked: PB Date: 1/18/2007
Sheet: 1 4 of 18
Project Area Extent
-Ponds 16 and 22
-From Pond 22 across Club House Road to Pond 16
Proposed Improvements
-Construct new pond discharge structure and pipe for Pond 22 for positive drainage
-Connect system downstream to Pond 16
Project Cost Estimation
Materials and Labor
Work item and Materials I Quantity j Units j Unit Cost I Cost
Pipe Placement and Finishing
24"HDPE 520 FT $36.00 $18,720
Storm Water Structure Placement
Pond Discharge Control Box 1 EA $2,650.00 $2,650
Junction Box with Manhole 2 EA $1,200.00 $2,400
Roadway Crossings
Asphalt Removal and Patching 22 SQY $25.00 $550
Utility Relocation 5% % $1,216
Erosion and Sediment Control 5% % $1,216
Materials and Labor Subtotal: $26,752
Contingency aQ 10%of Materials and Labor Subtotal $2,675
Materials and Labor Total: $29,427
Design.Construction Administration,Fiscal and Legal
Allowance @ 20%of Materials and Labor Total $5,885
Estimate of Probable Project Cost Total: $35,313

r ONE COMPANY I Many Solutions- Lockwood Folly Storm Water Master Plan
` Brunswick County,NC
IOutfall: ' C 'Computed: JW Date: 1/17/2007
Project: I 1 !Checked: I PB !Date: ! 1/18/2007
Sheet: 5 of 18
Project Area Extent
-Pond 23
-From the inlet before Pond 23 across Club House Road to Outfall C
Proposed Improvements
-Construct new pond discharge structure and pipe for Pond 23 for increased capacity
-Improve capacity and stablize receiving channel downstream of Pond 23
Project Cost Estimation
Materials and Labor
! Work Rem and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
24"HDPE 500 FT $36.00 $18,000
Improvement of Natural Conveyances
Earthen Channel Grading and Stablization 180 FT $34.00 $6,120
Storm Water Structure Placement
Drop Inlet 1 EA $1,200.00 $1,200
Pond Discharge Control Box 1 EA $2,650.00 $2,650
Roadway Crossings
Asphalt Removal and Patching 44 SQY $25.00 $1,100
Utility Relocation 5% % $1,454
Erosion and Sediment Control 5% % $1,454
Materials and Labor Subtotal: $31,977
Contingency®10%of Materials and Labor Subtotal $3,198
Materials and Labor Total: $35,175
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $7 035
Estimate of Probable Project Cost Total: $42,210

IDONE COMPANY I Many Solutions- Lockwood Folly Storm Water Master Plan
l Brunswick County,NC
IOutfail: ' C 'Computed: JW Date: 1/17/2007
Project: ! 2 (Checked: PB Date: 1/18/2007
Sheet: 6 of 18
Project Area Extent
-Pond 6a and 23
-From Pond 6a across Windward Village Lane to Inlet before Pond 23
Proposed Improvements
-Construct new pond discharge structure and pipe for Pond 6a for positive drainage
-Construct new pipe and inlet system from Pond 6a across Windward Village Lane
-Connect system downstream to Pond 23
Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units J Unit Cost Cost
Pipe Placement and Finishing
24"HDPE 820 FT $36.00 $29,520
Storm Water Structure Placement
Pond Discharge Control Box 1 EA $2,650.00 $2,650
Junction Box with Manhole 3 EA $1,200.00 $3,600
Roadway Crossings
Asphalt Removal and Patching 1 SQY $25.00 $325
Utility Relocation 5% % $1,805
Erosion and Sediment Control 5% % $1,805
Materials and Labor Subtotal: $39,705
Contingency®I D%of Materials and Labor Subtotal $3,970
Materials and Labor Total: $43,675
Design,Construction Administration,Fiscal and Legal
Allowance @ 20%of Materials and Labor total $8,735
Estimate of Probable Project Cost Total: $52,410

Lockwood FollyStorm Water Master Plan
ONE COMPANY!Many Solutions.. Lockwood
Brunswick County,NC
Outfall: I C (Computed: I IW Date: I 1/17/2007
Project: 3 !Checked: I PB Date: 1/18/2007
Sheet: I 7 of 18
Project Area Extent
-Pond 6b
-From River Road to Pond 6b
Proposed Improvements
-Construct new pipe and inlet system from Lockwood Lane for positive drainage
-Connect system downstream to Pond 6b
Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
18"HOPE 180 FT $32.00 $5,760
Improvement of Natural Conveyances
Grassed Swale Grading 505 FT $16.00 $8,080
Storm Water Structure Placement
Junction Box with Manhole 1 EA $1,200.00 $1,200
Roadway Crossings
Asphalt Removal and Patching 33 SQY $25.00 $825
Utility Relocation 5% % $793
Erosion and Sediment Control 5% % $793
Materials and Labor Subtotal: $17,452
Contingency®10%of Materials and Labor Subtotal $1,745
Materials and Labor Total: $19,197
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $3,839
Estimate of Probable Project Cost Total: $23,036

ONE COMPANY!Many Solutions- Lockwood Folly Storm Water Master Plan
Brunswick County,NC
Outisu: Computed: JW Date: 1/17/2007
Project: I _ 1 Checked: I PB Date: 1/18/2007
'Sheet: 8 of 18
Project Area Extent
-Ponds 14 and 24
-From Pond 14 across Channel Side Drive thru Pond 24 to Outfall D
Proposed Improvements
-Increase pond discharge capacity at Ponds 14 and 24
-Construct new pipe system across Channel Side Drive to Pond 24
-Increase pipe capacity for the inlet system across Channel Side Road
-Improve capacity and stablize receiving channel downstream of Pond 14,24,and inlet system.
'Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
18"HDPE 120 FT $32.00 $3,840
24"HDPE 570 FT $36.00 $20,520
Improvement of Natural Conveyances
Earthen Channel Grading and Stablization 380 FT $34.00 $12,920
Storm Water Structure Placement
Pond Discharge Control Box 2 EA $2,650.00 $5,300
Junction Box with Manhole 1 EA $1,200.00 $1,200
Drop Inlet 1 EA $1,200.00 $1,200
Roadway Crossings
Asphalt Removal and Patching 35 SQY $25.00 $875
Utility Relocation 5% % $2,293
Erosion and Sediment Control 5% % $2,293
Materials and Labor Subtotal: $50,441
Contingency Q 10%of Materials and Labor Subtotal $5,044
Materials and Labor Total: $55,485
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $11,097
Estimate of Probable Project Cost Total: $66,581

r� ]� ONE COMPANY I Many Solutions- Lockwood Folly Storm Water Master Plan
�•i� Brunswick County,NC
fOutfall: I D Computed: JW 'Date: 1/17/2007
!Project: -j 2
(Checked: PB (Date: I 1/18/2007
Sheet: 9 of 18
Project Area Extent
-Ponds 14 and 15
-From Pond 15 across Club House Road to Pond 14
Proposed Improvements
-Construct new pond discharge structure and pipe for Pond 15 for positive drainage
-Construct new pipe system across Club House Road to existing inlet
-Increase pipe capacity for the inlet system to Pond 14
Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
24"HOPE 980 FT $36.00 $35,280
Storm Water Structure Placement
Pond Discharge Control Box 1 EA $2,650.00 $2,650
Junction Box with Manhole 1 EA $1,200.00 $1,200
Drop Inlet I EA $1,200.00 $1,200
Roadway Crossings
Asphalt Removal and Patching 31 SQY $25.00 $770
Utility Relocation 5% % $2,055
Erosion and Sediment Control 5% % $2,055
Materials and Labor Subtotal: $45,210
Contingency®10%of Materials and Labor Subtotal $4,521
Total: $49,731
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $9,946
Estimate of Probable Project Cost Total: $59,677

F �r ONE COMPANY Many Solutions- Lockwood Folly Storm Water Master Plan
4 Brunswick County,NC
'outran 1 E (Computed: i JW !Date: i 1/17/2007
Project: 1 1 (Checked: 1 PB 'Date: I 1/18/2007 I
Sheet: 10 of 18
Project Area Extent
-From Atlantic Court across Channel Side Drive to Outfall E
Proposed Improvements
-Increase pipe and channel capacity for the system across and upstream of Channel Side Drive
-Construct new pipe and inlet system from Atlantic Court to connnect downstream for positive drainage
-Connect system downstream to pipe and channel system across Channel Side Drive
-Improve capacity and stablize receiving channel downstream of Channel Side Road
(Project Cost Estimation
Materials and Labor
! Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
15"HDPE 40 FT $24.00 $960
24"HDPE 160 FT $36.00 $5,760
Improvement of Natural Conveyances
Grassed Swale Grading 360 FT $16.00 $5,760
Earthen Channel Grading and Stablization 390 FT $34.00 $13,260
Storm Water Structure Placement
Junction Box with Manhole 1 EA $1,200.00 $1,200
Drop Inlet 1 EA $1,200.00 $1,200
Roadway Crossings
Asphalt Removal and Patching 35 SQY $25.00 $875
Utility Relocation 5% % $1,451
Erosion and Sediment Control 5% % $1,451
Materials and Labor Subtotal: $31,917
Contingency®10%of Materials and Labor Subtotal $3,192
Materials and Labor Total: $35,108
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $7,022
Estimate of Probable Project Cost Total: $42,130 1

ONE COMPANY I Many Solutions.. Lockwood Folly Storm Water Master Plan
Brunswick County,NC
Outfall: I tr Computed: JW Date: 1/17I2007
Project: i "Computed:
PB Irate: 1/18/2007
Sheet: 11 of 18
Project Area Extent
-Pond 12
-From Pond 12 along side Genoes Point Roadway
Proposed Improvements
-Construct new pond discharge structure and pipe for Pond 12 for positive drainage
-Improve capacity and stablize receiving channel downstream of Pond 12
-Increase pipe capacity for the system under 18th Fairway
-Construct new pipe and inlet system along Genoes Point Roadway to connnect downstream for positive drainage
Connect new pipe system to proposed system described in Project G-3
(Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
18"HDPE 520 FT $32.00 $16,640
Improvement of Natural Conveyances
Grassed Swale Grading 430 FT $16.00 $6,880
Earthen Channel Grading and Stablization 170 FT $34.00 $5,780
Storm Water Structure Placement
Pond Discharge Control Box 1 EA $2,650.00 $2,650
Utility Relocation 5% % $1,598
Erosion and Sediment Control 5% % $1,598
Materials and Labor Subtotal: $35,145
Contingency®10%of Materials and Labor Subtotal $3,515
Materials and Labor Total: $38,660
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $7,732
Estimate of Probable Project Cost Total: $46,391

ONE COMPANY I Many Solutions- Lockwood Folly Storm Water Master Plan
Brunswick County,NC
IOutfall: i Cr jComputed: JW 'Date: 1/17/2007
!Project: i 2 _- _ 'Checked: PB Date: 1/18/2007
Sheet: 12 of 18
Project Area Extent
-Ponds 12 and 13
-From Lockwood Lane thru Pond 13 to Pond 12
Proposed Improvements
-Construct new pipe and inlet system from Lockwood Lane to connnect downstream for positive drainage
-Connect system downstream to Pond 13
-Construct new pond discharge structure and pipe for Pond 13 for positive drainage
-Connect system downstream to Pond 12
Project Cost Estimation
Materials and Labor
Work Item and Materials J Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
18"HDPE 350 FT $32.00 $11,200
24"HDPE 300 FT $36.00 • $10,800
Storm Water Structure Placement
Pond Discharge Control Box 1 EA $2,650.00 $2,650
Junction Box with Manhole i EA $1,200.00 $1,200
Drop Inlet 2 F.A 11.200.00 $2,40n
Roadway Crossings
Asphalt Removal and Patching 35 SQY $25.00 $875
Utility Relocation 5% % $1,456
Erosion and Sediment Control 5% % $1,456
Materials and Labor Subtotal: $32,038
Contingency®10%of Materials and Labor Subtotal $3,204
Materials and Labor Total: $35,241
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $7,048
Estimate of Probable Project Cost Total: $42,290

7CONE COMPANY I Many Solutions- Lockwood Folly Storm Water Master Plan
Brunswick County,NC
'Outfall: I G Computed: I IV/ Date: 1 1/17/2007 i
'Project: I 3 Checked: I PB Date: 1 1/18/2007 I
ISheet: I 13 of 18
Project Area Extent
-Pond 8
-From Club House Parking Lot thru Pond 8 across Genoes Point Roadway to Outfall G
Proposed Improvements
-Increase pipe capacity for the system in Club House Parking lot to Pond 8
-Construct new pond discharge structure and pipe for Pond 8 for increased capacity
-Improve capacity and stablize receiving channel downstream of Genoes Point Roadway
1
Project Cost Estimation
Materials and Labor
I Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
24"HDPE 1760 FT $36.00 $63,360
Storm Water Structure Placement
Pond Discharge Control Box 1 EA $2,650.00 $2,650
Junction Box with Manhole 1 EA $1,200.00 $1,200
Drop Inlet 2 EA $1,200.00 $2,400
Roadway Crossings
Asphalt Removal and Patching 35 8W $25.00 3875
Utility Relocation 5% % $3,524
Erosion and Sediment Control 5% % $3,524
Materials and Labor Subtotal: $77,534
Contingency®10%of Materials and Labor Subtotal $7,753
Materials and Labor Total: $85,287
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $17,057
Estimate of Probable Project Cost Total: $102,344

.ED3, ONE COMPANY I Many Solutions Lockwood Folly Storm Water Master Plan
Brunswick County,NC
Outfall: I I 'Computed: i JW 'Date: 1/17/2007
Project: i 1 IChecked:. PB Date: 1/18/2007
(Sheet: 14 of 18
Project Area Extent
-Ponds 9,10,and 28
-From Bogie Court thru Pond 10 to Outfall I
-From Pond 28 thru Pond 9 to Pond 10
Proposed Improvements
-Construct new pond discharge structure and pipe for Ponds 9,10, and 28 for increased capacity
-Construct new pipe and inlet system from Bogie Court for increased capacity
-Improve capacity and stablize receiving channel downstream of Pond 9
Project Cost Estimation
Materials and Labor
Work Item and Materials Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
15"IIDPE 360 FT $24.00 $8,640
Improvement of Natural Conveyances
Earthen Channel Grading and Stablization 250 FT $34.00 $8,500
Storm Water Structure Placement
Pond Discharge Control Box 2 VA $2,650.00 $5,300
Junction Box with Manhole 1 EA $1,200.00 $1,200
Drop Inlet 1 EA $1,200.00 $1,200
Overflow Spillway 1 EA $4,500.00 $4,500
Roadway Crossings
Asphalt Removal and Patching 40 SQY $25.00 $1,000
Utility Relocation 5% % $1,517
Erosion and Sediment Control 5% % $1,517
Materials and Labor Subtotal: $33,374
Contingency®10%of Materials and Labor Subtotal $3,337
Materials and Labor Total: $36,711
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $7,342
Estimate of Probable Project Cost Total: $44,054

ONE COMPANY'Many Solution,- Lockwood Folly Storm Water Master Plan
Brunswick County,NC
!Outtalk I K Computed: JW Date: 1/17/2007
Project: 1 Checked: j_.P _r.J � � rB Date: � i/18/2007
S1 -1 15 of 18 1
Project Area Extent
-Pond 1
-From Fairway Circle to Eagle Court to Pond 1
Proposed Improvements
-Construct new pipe and inlet system Fairway Circle to connnect downstream for positive drainage
-Increase pipe capacity for the system across Eagle Court
-Improve capacity and stablize receiving channel downstream Eagle Court
Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
24"HDPE 80 FT $36.00 $2,880
30"HDPE 30 FT $55.00 $1,650
36"HDPE 260 FT $62.00 $16,120
Improvement of Natural Conveyances
Earthen Channel Grading and Stablization 170 FT $34.00 $5,780
Storm Water Structure Placement
Junction Box with Manhole 2 EA $1,200.00 $2,400
Roadway Crossings
Asphalt Removal and Patching 125 SQY $25.00 $3,125
Utility Relocation 5% % $1,598
Erosion and Sediment Control 5% % $1,598
Materials and Labor Subtotal $35,151
Contingency®10%of Materials and Labor Subtotal $3,515
Materials and Labor Total: $38,666
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $7,733
Estimate of Probable Project Cost Total: $46,399

FD1 ONE COMPANY!Many Solutions Lockwood Folly Storm Water Master Plan
Brunswick County,NC
Outfall: 1 K Computed: I ills/ (Date: i 1/17/2007
Project: 2 (Checked: 1 PT Date: 1/18/2007
'Sheet: I 16 of 18
Project Area Extent
-From Lockwood Lane and Birdie Court to Fairway Circle
Proposed Improvements
-Construct new swale from 12th Fairway downstream for positive drainage
-Construct new pipe and inlet system from Birdie Court to connnect downstream for positive drainage
-Construct new pipe and inlet system from Lockwood Lane to connnect downstream for positive drainage
-Connect system to proposed system described in Project K-I
(Project Cost Estimation
Materials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
24"HDPE 60 FT $36.00 $2,160
36"HDPE 400 FT $62.00 $24,800
Improvement of Natural Conveyances
Grassed Swale Grading 700 FT $16.00 $11,200
Storm Water Structure Placement
Junction Box with Manhole 2 EA $1,200.00 $2,400
Drop Inlet 2 EA $1,200.00 $2,400
Roadway Crossings
Asphalt Removal and Patching 13 SQY $25.00 $325
Utility Relocation 5% % $2,164
Erosion and Sediment Control 5% % $2,164
Materials and Labor Subtotal: $47,614
Contingency®10%of Materials and Labor Subtotal $4,761
Materials and Labor Total: $52,375
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $10,475
Estimate of Probable Project Cost Total: $62,850

ONE COMPANY I Many Solutions- Lockwood Folly Storm Water Master Plan
Brunswick County,NC
'It3utfaii: ' K Computed: JW Date: 1/17/2007
Project: 3 Checked: PB Date: 1/18/2007
Sheet: 17 of 18
Project Area Extent
-Ponds 1,3,and 4
-From Pond 4 and Fairway Circle thru Pond 3 thru Pond 1 to Outfall K
Proposed Improvements
-Construct new pond discharge structure and pipe for Pond 4 for positive drainage
-Improve capacity and stablize receiving channel downstream of Pond 4
-Increase pipe capacity for the system at Fairway Circle
-Construct new pipe system across Lockwood Lane for positive drainage
-Improve capacity and stablize receiving channel downstream of new system across Lockwood Lane
-Increase pond discharge capacity at Ponds 1 and 3
-Increase pipe capacity for the system downstream of Pond 1 and 3
Project Cost Estimation i
Materials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost
Pipe Placement and Finishing
18"HDPE 830 FT $32.00 $26,560
24"HDPE 320 FT $36.00 $11,520
Improvement of Natural Conveyancer
Grassed Swale Grading 120 FT $16.00 $1,920
Earthen Channel Grading and Stablization 330 FT $34.00 $11,220
Storm Water Structure Placement
Pond Discharge Control Box 2 EA $2,650.00 $5,300
Junction Box with Manhole 1 EA $1,200.00 $1,200
Drop Inlet 3 EA $1,200.00 $3,600
Roadway Crossings
Asphalt Removal and Patching 64 SQY $25.00 $1,600
Utility Relocation 5% % $3,146
Erosion and Sediment Control 5% % $3,146
Materials and Labor Subtotal: $69,212
Contingency®10%of Materials and Labor Subtotal $6,921
Materials and Labor Total: $76,133
Design,Construction Administration,Fiscal and Legal
Allowance®20%of Materials and Labor Total $15,227
'Estimate of Probable Project Cost Total: $91,360

ONE COMPANY I Many Solutions' Lockwood Folly Storm Water Master Plan
Brunswick County,NC
+ IOutfall: L (Computed: JW Date: 1 1/17/2007 —�
,Project: 1 !Checked: 1 PB Date: 1 1/18/2007
Sheet: I 18 of 18
Project Area Extent
-Across River Road to Outfall L
Proposed Improvements
-Increase pipe capacity for the system across River Road and Oyster Shoals
-Improve capacity and stablize receiving channel downstream of River Road
Project Cost Estimation
MMerials and Labor
Work Item and Materials I Quantity I Units I Unit Cost I Cost .
Pipe Placement and Finishing
18"HDPE 230 FT $32.00 $7,360
Improvement of Natural Conveyances
Earthen Channel Grading and Stablization 260 FT $34.00 $8,840
Storm Water Structure Placement
junction Box with Manhole 1 # $1,200.00 $1,200
Roadway Crossings
Asphalt Removal and Patching 31 SQY $25.00 $775
Utility Relocation 5% % $909
Erosion and Sediment Control 5% % $909
Materials and Labor Subtotal: $19,993
Contingency @ 10%of Materials and Labor Subtotal $1,999
Materials and Labor Total: $21,992
Design,Construction Administration,Fiscal and Legal
Allowance Q 20%of Materials and Labor Total $4,398
Estimate of Probable Project Cost Total: $26,390

b
m
z
d
x

STORM WATER MASTER PLAN
Appendix C—Technical Memorandum#1

1 M i ONE COMPANY Technical Memorandum
Many Solutions'
To: Lockwood Folly Storm Water Management Committee
From:Ron Geiger,PE Project:Storm Water Master Plan
CC:
Date: October 11,2006 Job No: 42944-018
INTRODUCTION
Lockwood Folly is a 500-acre gated community comprised of approximately 550 home sites and an 18-
hole golf course, Lockwood Folly Country Club. The residential community, located on the west bank
of Lockwood Folly River, includes custom home lots, patio homes, common areas, roads, Clubhouse,
and marina. Nearly 300 homes have been constructed over the 17 years that this community has existed.
Heavy rains from tropical storms have shown that the storm water runoff drainage system is inadequate
to allow many areas to drain. This inadequate capacity has resulted in flooding of private properties,
roadway overtopping,and inundation of homes and st:uctures.
Runoff flow patterns intertwine amongst residential lots and the community golf course. Inadequate
flow routes have resulted in frequent nuisance flooding, occasional inundation of home sites and,
overtopping of roadways during heavy rains. The community has requested a storm water master plan be
developed,providing guidance for the community,to allow implementation of both short-and long-term
correction of the noted storm water drainage deficiencies. Lockwood Folly Property Owners Association
Inc. (POA) has contracted with HDR Engineering, Inc of the Carolinas (HDR) to develop a storm water
master plan for the purpose of developing recommended improvements to alleviate the noted drainage
deficiencies including the road overtoppmg,inundation of home sites and nuisance flooding.
PURPOSE
The master plan process includes an evaluation of the performance of the storm water drainage system,
which can identify potential existing, and future inadequacies of the systems, and subsequent
presentation of corrective action recommendations.. The POA has requested that where possible any
recommendations recognize how work efforts can be distributed to either, `mini-project' categories to be
performed by the POA maintenance staff, or to `major-project' categories to be performed through
general contracts. Performance of drainage improvement work will need to be planned over a.multiple
year schedule, as funding is secured. Improvements will be coordinated with implementation policies
and procedures of Brunswick County and the North Carolina Department of Environment and Natural
Resources(NCDENR)where necessary.
HDR has prepared to complete the Lockwood Folly Storm Water Master Plan (Plan) in the five
following phases.
1. Data Collection/Research
2. Existing Conditions Analysis
3. Storm Water Master Plan
4. POA Coordination
5. Construction Implementation
HDR Engineering,Inc.of the Carolinas 128 South Tryon Street Phone[phone]
Suite 1400 Fax[phone] Page 1 of 7
Charlotte,NC 28202-5004 www.hdrinc.com
11eNsmainProjsds1381801_Lockwood_Falyp0A1301-42840-018_SW NP16.Oe Project Engineering&Desigrt2 6lo08 Existing Conditions Aseesementdoc

Phases 1 and 2 are substantially complete. The results and information obtained thus far are summarized
in this Technical Memorandum. HDR is prepared to initiate work on Phase 3, Storm Water Master Plan,
upon direction from the POA's Storm Water Management Committee.
PHASE 1—DATA COLLECTION AND RESEARCH
The purpose of the data collection and research phase is to obtain any existing construction drawings and
plans or other available datasets that will assist in developing and documenting baseline system mapping.
A summary of the findings of these tasks is presented below.
Field Data Collection
In June 2006, HDR spent two days in Lockwood Folly collecting data to support the assessment of the
existing drainage system and the development of planning level recommendations. HDR provided a
senior engineer and a project engineer to collect general locations of drainage pipes that will be key for
modeling purposes, and information on ponds (i.e. outlet structures, overflow conditions, and observed
structure deficiencies), and confirm the overall direction of storm water runoff. This information was
collected using a handheld GIS/GPS data collector that recorded location to within a 3-foot horizontal
accuracy, and recorded text information (attribution) on the pipes (such as pipe size, material, and
condition). No vertical elevation was recorded at this time.
Following this effort, HDR assisted the POA with contracting a professional surveyor to place vertical
benchmarks-throughout the community, and to provide vertical elevations on the pond features necessary
for hydraulic model development. It is the intention that the POA can use the benchmarks for future
construction of drainage and other utility improvements. Figure 1 provides a Base Map of the Lockwood
Folly community.
Observations of the drainage pipe systems and inlets indicated that the systems are functioning well in
general. Some disrepair was noted and included culvert failures under pavements and pavement
subsidence and cracking above the culvert,which can indicate loss of soil around the pipe.
❖ There are locations where the lower portion of a galvanized or corrugated pipe has corroded causing
a source of"blow-outs". This distress mode occurs when storm water exiting these holes begins to
wash away the surrounding soil leaving an area of unstable soil or causing a cavity. This soil loss
can propagate upward to the surface and cause a sinkhole. This was evident at Clubhouse Drive and
Lockwood Lane.
❖ Several ponds do not have a primary outlet control device or an emergency overflow spillway. This
can lead to an excess accumulation of runoff in the pond causing flooding in the area. Additionally,
uncontrolled flow over an unprotected embankment can cause, if not maintained, eroding of the
embankment and possible breaching of the pond.
❖ The overall community from its highpoints to the outfalls near the inlet and River exhibits significant
topographic relief for a coastal community. There appears to be at least 20 feet of elevation change
within Lockwood Folly. HDR will consider the elevation relief when examining solutions for
creating positive drainage for areas with no current outfall or primary spillway.
HDR understands that a pipe-cleaning program has not occurred since the main infrastructure was
constructed 15 years ago. Several pipes were observed to have at least one-third of its depth filled with
sediment, causing significant reduction in flow capacity. This in turn can cause upstream flooding until
HDR Engineering,Inc.of the Carolinas 128 South Tryon Street Phone[phone]
Suite 1400 Fax[phone] Page 2 of 7
Charlotte,NC 28202-5004 www.hdrinc.com
11citsmain Projects1381801_Lockxaod_FoINJ'0AL3B1.42940-018_SW w6.o0 Project Engineering a Design120061006 Existing Conditions Asssssmentdoc

the depth of water is sufficiently high to force the water under pressure through the system. Pipes in
need of cleaning have been recorded on a previously submitted map to assist you in locating these areas.
Immediate Corrective Action Recommendations
During the data collection process, }IDR observed conditions of the drainage system and evidence of
past problems or potential flooding to aid in the development of recommendations for immediate action.
On July 6,2006,HDR transmitted a report to the POA with the following information.
❖ Pipe/Culvert Cleaning—Pipes identified on the previous map are recommended to be hydraulically
jet-cleaned to remove as much of the sediment as possible. This effort will allow the flow of storm
water through the pipes more efficiently,possibly allowing for less flooding on the upstream side of
the culvert/pipe. Desired capacities for the drainage pipes are presently being evaluated and future
recommendations may include reconfiguration, replacement, or reconstruction of the existing pipes
that are to be cleaned.
❖ Clubhouse Drive/Lockwood Lane Blow-out—The inlet located in the median of the roadway and the
pipe exiting the inlet towards the lake should be removed and replaced. This inlet has the potential to
have pipes installed to it from another area upstream (as part of our final master plan
recommendations). Therefore, if this area does not get any worse, this corrective action should be
delayed to allow for implementation of other upstream master plan recommendations.
❖ Temporary Pumping of Pond Areas—Several ponds that exhibit no positive drainage or outlet system
will flood in moderate to severe storm events. These ponds have the potential to back storm water up
and across streets or cause flooding of nearby structures (excluding yard or nuisance flooding) and
should have means to discharge to a nearby pond or positive drainage system. The POA reports the
community has used portable pumps in the past. Until a fmal recommendation is developed, the
practice of temporary pumping should be continued. The ponds that,in our opinion based on limited
visual observations, appear to provide the highest degree of risk include the following:
• Pond #12 — OT± Marina Drive near Gene's Point Road (water appears to be trapped on the
north side of the roadway and is not able to enter the pond).
• Pond#13 —At 17th Green (pond has no primary outlet, and the area east of Lockwood Lane
and south of Bogie Court is trapped in the roadway and is not able to enter the pond).
Pumping from this pond may be necessary depending on rainfall and remaining storage
capacity.
• Pond#21 —The pond has a pipe outlet to a low area near the 4th Tee, which then overflows
Marshview Drive potentially obstructing access for emergency and other vehicles to
Marshview and Purple Finch. Temporary pumping to pond near Fairway 3 Court is a short-
term solution; however, it compounds the problems occurring at the ponds on Fairway 3
Court.
• Ponds#16, #17, and#18—The two upper ponds located at Fairway 3 Court are connected to
the lower pond by a small outfall pipe. They have only a limited storage available and the
capacity of the pipe is easily exceeded. As a result, Fairway 3 Court becomes frequently
flooded. Although this area has not been modeled yet,it is recommended to install double 18
inch corrugated plastic pipes with control boxes on each end.
❖ Future Home Construction Practices—Providing for positive drainage around each lot will aid in the
reduction of nuisance flooding as well as help reduce long-term issues with pavement failures.
During construction of new homes, it is recommended that the builder be required to have perimeter
swales to allow off-site drainage to flow around the new house, maintaining its existing flow path
downstream. Furthermore,the requirement of a roadside swale and properly sized drive culverts will
HDR Engineering,Inc.of the Carolinas 128 South Tryon Street Phone[phone]
Suite 1400 Fax[phone] Page 3 of 7
Charlotte,NC 28202-5004 www.hddnc.com
1MitemaiMProject e381801_Lockwood_Forry Pon19e1-aze4o-o1e sW_MR6.00 Project Engineering a oeei02ee1OO8 Exdeting condifons Assessmentdoc

allow road runoff to collect away from the pavement and direct it eventually to an outfall point. Use
of the Brunswick County standard details should be applicable to these areas.
❖ All existing swales should be inspected to identify and eliminate any observed blockages due to
sedimentation or overgrowth of vegetation. These swales need to be on a scheduled maintenance to
ensure flow efficiencies are kept. This maintenance may include mowing, cleaning of sediment
deposits, clearing obstructions,and limiting regrading projects.
It is understood that some of this work could be performed by the POA maintenance staff or the Golf
Course maintenance crew. HDR would recommend contracting for any jet cleaning of the pipes as this
might require equipment rental and traffic control measures. These recommendations should be
considered as maintenance staff and financial resources are available, as well as based on the anticipation
of severe or prolonged rainfall periods.
NCDENR Coordination
On September 5, 2006, HDR met in the Wilmington Regional Office with NCDENR representative
Linda Lewis. The purpose of this meeting was to understand NCDENR perspectives regarding the
recommendations to ensue from this Project and receive guidance on any required permitting and
approval process. Several of Ms.Lewis's comments are summarized below:
❖ Storm water drainage system improvements may use existing piped outfall structures.
❖ New outfalls, if constructed, must be non-structural (i.e. grassed swales) and maximize potential for
sheet flow and infiltration.
❖ Storm water drainage system improvements would require only a Plan Revision since densities are
not being reallocated nor are additional built upon areas being created.
❖ The Plan Revision process requires a cover letter and two copies of the plan and details for the
improvements.
❖ Changes in roadway coverage nr creation of new built upon areas would trigger the Permit
Modification process.
❖ Operation and maintenance activities on outfalls may require CAMA or 404/401 wetland permitting
requirements.
PHASE 2—EXISTING CONDITIONS ANALYSIS
The purpose of the existing conditions analysis phase is to establish a baseline performance of the storm
water drainage system under existing operating conditions. First,the data collected in the initial phase is
incorporated into a representative network of the storm water drainage system and contributing drainage.
Using a hydrologic-hydraulic model, problem areas, such as pond, road overtopping or yard and home
flooding, can be simulated in the future development. The findings of these tasks are summarized in this
section.
Hydrologic and Hydraulic Modeling
Lockwood Folly, being located within close proximity to the Atlantic Ocean coast, experiences many
challenges regarding effective storm water management. Tidal influences along the Lockwood Folly
Inlet and River may create tailwater conditions at low-lying outfalls resulting in backwater effects into
interior drainage systems. Additionally,minor relief in coastal topography and the presence of depressed
areas produce situations of significant flooding and reversed flow. To evaluate systems under these
conditions, a hydrodynamic routing model, such as ICPR (Inter-Connected Pond and Routing model)
HDR Engineering,Inc.of the Carolinas 128 South Tryon Street Phone[phone]
Suite 1400 Fax[phone] Page 4 of 7
Charlotte,NC 28202-5004 www.hdrinc.com
11cltenainlProjects1381801_Lcokwood_FoIty_p0A13a1.42s4o-018_SW_MP18.W Project Engineering 8 Deslgn120881008 Existng Condition Assessmentdoc

must be used to account for the rapidly changing conditions. ICPR incorporates traditional hydrologic
processes with dynamic hydraulic functions. These functions include the use of downstream boundary
conditions like tailwater effects at sea-level outfalls and bi-directional solution processes to account for
reversal in flows. ICPR has been used in many coastal applications along the Carolinas and has received
approval from FEMA for flood insurance related studies. Therefore, HDR chose this model to perform
the hydrologic and hydraulic modeling.
Model Development
Individual ICPR models were developed to represent the ponds and storm water systems that drain to 14
outfall areas surrounding the Lockwood Folly community. An additional model was developed for a
series of ponds on the west side of the community,which appeared to have no apparent outfall. For each
watershed draining to an outfall, sub-basins were delineated for distinct storm water drainage systems
and identified points of analysis (i.e. ponds, roadway crossings, inlets, etc). Sub-basin characteristics
used in generating runoff, such as SCS curve numbers, drainage areas, and times of concentration,were
estimated using GIS datasets for soil type,land use, and topography. Storm water drainage systems were
modeled as a series of open channels, pipes, weirs, swales, and temporary and permanent (i.e. ponds)
storage areas. Survey data on structure inverts, overflow elevations, and water surface elevations were
incorporated into system characteristics where provided. Other operation data, such as storage volume,
weir width, and channel lengths and slopes were estimated using topographic GIS dataset. The accuracy
of the model results is heavily dependent on the accuracy of the data being used. This project is using
existing mapping, and limited survey data along with engineering judgment. Figure 2 displays the
modeled system and sub-basins. Several assumptions were made to streamline the model development
process and progress beyond the shortcomings of the available data. Several assumptions for developing
the model are listed on the next page.
❖ Ponds where assumed to have vertical side slopes when field assessment data or photos did not
indicate otherwise_ This results in higher flood stages at ponds and likely more overflow than what
may occur.
❖ Open channels connecting piped sections of storm water drainage systems were given a simple
geometry to establish connectivity with the system.
❖ Most piped systems were modeled with an overflow weir to release excess storage downstream. This
assists in evaluating overtopping of roadways, fairways, and cart paths, where problems have been
documented.
❖ Storage areas behind culverts and pipes and on top of drop inlets were given a consistent, small
storage volume unless indicated otherwise by field assessment data or photos.
❖ Depressed areas, which may not have positive drainage out of the community,were incorporated into
other outfall models that presented a potential opportunity for connection.
❖ The land use dataset represents a final platted community. Therefore, modeling under this land use
constitutes a build-out scenario if development occurs as planned.
❖ These assumptions allow the ICPR models to run sufficiently and approximate known and expected
problems. The characteristics of these systems and assumptions may be refined further in the next
Phase as additional or improved data is obtained.
Model Results and Validation
The existing conditions analysis serves to simulate the performance of the current storm water drainage
network under various precipitation events that would provide flooding conditions suitable for potential
improvement. The ICPR model was executed for the 25- and 50-year, 24-hour design storms, which
HDR Engineering,Inc.of the Carolinas 128 South Tryon Sheet Phone[phone]
Suite 1400 Fax[phone] Page 5 of T
Charlotte,NC 28202-5004 www.hdrnc.com
11c8smain1Projects1381801Lockwood Folly30A1381.42940-018_SVY A4Ple.00 Project Engineering&Design1200e1006 Existing Cantons Assessnentdoc

have rainfall depths of 8.62 and 10.1.2, respectively. An SCS-type III rainfall distribution was used
which results in lower peaks but maintains the same volume as other distributions. SCS-type III
distribution is typical for coastal environments. Model results, such as maximum stages at storage areas
behind inlet structures and ponds, were recorded. The maximum stages were translated into approximate
spatial limits of flooding or overtopping which results in golf, yard, roadway, and structure inundation.
The locations of these overtopping occurrences, their approximate limit of effect, and parcels identified
as being affected are graphically depicted in Figure 3. Tabular results are included on the Figure.
Models can be calibrated with noted historical field evidence when data are available. Calibration of this
model was made to general reported occurrences of whether flooding, road overtopping, ponding was
noted to.have occurred at any past times. Model results of the existing conditions analysis can be
compared with data collected from Lockwood Folly residents. Figure 3 displays the results of the
neighborhood assessment for comparison.
RECOMMENDATIONS FOR MASTER PLANNING
The existing conditions analysis provided an indication of inadequate facilities and their resulting impact
to flooding of road, structures, yards, and the golf course. Phase 3 of this Project, Storm Water Master
Plan, will include the analysis of up to two alternatives for mitigating these impacts. Since many
impacts exist, HDR has aggregated several correlated problems together for prioritization of the master
plan efforts. Several criteria were established to assist in identifying the most significant impacts and
reducing the list to a suitable set for alternative analysis. The following criteria were used to prioritize
focus areas to meet this objective.
A. Potential flooding may cause disruption to passage of emergency vehicles on roadways.
B. Potential flooding may cause damage to homes,roads, and golf course facilities.
C. Potential for mass(i.e. flooding of driveways,patios,overland conveyance through yards).
D. Potential for nuisance flooding associated with polling in yard and golf course.
The aforementioned criteria are important in the initial identification of the most significant problems;
however, additional measures were considered in the prioritization. Among these measures include the
potential for downstream flooding as a result of the improvement, the correction of several parallel
problems, the overall cost of the improvement versus the benefit gained, and the ability to obtain
easements for the improvements (i.e. public support) among other measures. The following focus areas
have been prioritized for future alternative analysis and master planning.
Those areas that met the highest priority A:
❖ Clubhouse Road and Channel Side Drive Area involving systems upstream and downstream of Pond
#14.
❖ Fairway#3 Court Area involving Ponds#16,#17, and#18.
❖ Clubhouse Drive Area involving Pond#23 and downstream systems.
❖ Clubhouse and Facilities Area at the end of Clubhouse Road
•e• River Road Area at 15th Fairway involving Pond#1 and upstream system.
❖ Channel Side Drive Area near 1st Hole.
❖ River Road Area at 18th Fairway involving upstream systems and Pond#13.
Those areas that met priority B:
HDR Engineering,Inc.of the Carolinas 128 South Tryon Street Phone[phone]
Suite 1400 Fax[phone] Page 6 of 7
Charlotte,NC 28202-5004 www.hdrinc.com
llekamain1Projeets1391ae1_Lockwood Foty_P0A1381-42940-018_8W_P16.00 Project Engineering&DesigrA20061006 Existing Conditions AssessmenWoc

❖ South Fairway Circle at Lockwood Lane Area involving Ponds#3 and#14.
❖ River Road Area at 16th and 17`11 Hole involving Ponds#9,#10, and#28.
Those areas that met priority C:
❖ Oyster Shoals at River Road Area systems.
Those areas that met tpriority D:
❖ Fairway#4 Court Area involving Ponds#19,#20,and#21.
❖ Lockwood Lane at East Lakeview Drive Area systems.
Figure 4 depicts the focus areas and recommended prioritization. The POA and Storm Water
Management Committee may decide to reallocate a prioritization given other knowledge or other
extenuating circumstances. If the prioritization of focus areas meets the needs of the POA and
Committee,HDR is prepared to initiate Phase 3 of the master planning effort.
HDR Engineering,Inc.of the Carolinas 128 South Tryon Street Phone[phone]
Suite 1400 Fax[phone] Page 7 of 7
ttcllamain1Projecls1381801_Lockwood_Folly_POM381.42e40-018_SW AtP18.00Charlotte,NC 28202-5004 www.hdrinc.wm
Project Engineering&Design120081a06 Existing CandBiona Asaessmentdac

CO I I I I I 1 1 I I I I 1 1 I I I I I I I I lilt ! Ire
,c, � � � >- >- >- >- >-I� } } } �I� � � : >I� >- I>- >- :-I>- >- � )- >-I
I
, I II III
WI IIII IIII IIII I III IIa.
WI I
c } } }. } } ›- } } } } ›- } } }I›- } } } } } }
4� TJJ I
N g
6 ...,,OIMO � rl� TrTr � TrNOOOD COCrrOOOTt Tr CD I�
~ IrOIL) ONCn00000rN0 � f` Cp (O � C)) OOODr * � 000) 000 , 00
,_ 44 hr 0 N r l� to O ;O r r
a ..f `i r CNI N N ' M r ar- N N N O e- T- v- co N OD O f` O r OD N N O t�j O f� CC I� co
�C! W
z
� 44 CO f) O000O oo c7CrCtCOD ,t Nti00DU, CD0Ns ,rOUlT- N � NNMNC0 OD U)
y "N6OAI� 6T- -4ChTYdjNN Ti6 OODODf: OrO0 '[FMNN O OA00f� l!) OON
r- r r e- r r N N N
w
P
0 O
(� r''O 0 0 0 S 0 1.13
O O O O O O O In 0 0 0 CO .O O N O O O M 0 0 CO O O N-
YZ N.Ln � MOOM � l1� 001f] CA1n00000 `- tt� 0000001,nODst �t0 �
? .N,I: OOCD � OpjNNNOrr [OCA ~ I� f� Cfl `- 01� 1f) Ti OCA1� (C) Lpf� N
O w r r r r
W
ay-.
w CIO ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 5. ❑ ❑ ❑ ❑ ❑� a' zzzzzzzzzzz - zzzzZzz — zzz > z — zz — zz
co) - OOOO _aOr_ OOOOa— o0ovvOO ❑ oo — OOo ❑ 0000
aaaa a aaaa a -Iaaa aaaJJa
as as
a)
G
co
0
0
0
Y
U
O
6 -0
G
co a) co 'C
I-
> 6 > n
UI co N a 0 >,a — 0
0 c c a) Ce a) o) _ c a)
0) a d Cl) N > v c_ a) ao >,
C O 'sue Y d r co
0 0 C r t C L.
~ 'D "-
a N 5 C 'Q a) G a +t+ G C O
1? t C U c .00 a) OrD O N a)
a „rC COI� OD M NJDNTt C) aCr � n 000 7MN '0000O O yr
O CD CO " O If 0 0 CO , I- - C
V I ccccr ct c c c c v o c -t c ? n c c -a c c 5 5 0 ca c c.c C c
no0oCOoco000oas oo003caoo _ o00omo000 00
E �_ a a a a00_ 0aaaawmaza0wa. a0aacncn5. ahaa•Saa
K a) o a) 0
71 N U' Q_ m m m m 0 C.) O n n ❑ ❑ ❑ ❑ ❑ ❑ 111,UU 1LL (D L T T T.T.T — — — — -, -, g
a) n z z z z
0
—
aLS
7 [] rNM I 000 1, QOr NM � lnC0I's000AO r N M g N N N N N O r N M
0 o_ aaaaaaaaaaaaaaaa pi_ aaaaaaaaaaaaaaaa

. I cn1 I 1111 I I I I I I I I
DC CL
A CD
a - >- >- } >- >- } >-1} I - >- } >-1>- >- 1 } >-1
I II
�IIIIIIIIIIII 111111 ! I I
} ce >- >- >- } } } >- >- >- >- } >- >- } >- >- } }
W <1 t .480Nr NM CD. r 7t is- er 0) NCOOMOO
!"'�etON '- 0) DOOl. O0OD I- ln03 [tr lnOf- f-
O' uu —N N T r T O N T N N O 0 O M N N N N N N N N
in _t
ill
Zet z
dC7,` 01 CI
` 6 C 2MUNQlOMti �L[ 17 %--- OD606QDcco65Inr (O CIDQD
- E1 r r O CO ui pp NNNOONNNNNNNN1jNNr r r T O M Lii
fl 00 f� OOOf; OO000O00Od 0) MMC70) (O
� c..`ln (OOD OsC7C7OOEROOu7r534 CO (ONCOrO
> y O O co 00 ui ti M 64 ni O O OD ~ 6 co ui CO ui ui Ni
© In CV N r r r N r r N r CO N N N N N N N N
u �
w
W
CC
zQzzzzoOzzzzzzzZZZZzz
2 �O a3S O� aYSI9adacSaaaaaaaaa
I v f
ri
i, h
U 0 r N-
a) E.tn v
• m li m al 0
>_ � a
-0 0 6 a'J Wh
coL
dC v cc ma) m
C J U a 0 0 0 o � O• O '0
o > 3a°, V mV Vix � sti tL
I 01,.. 0 0 0I- 43EE 4 _
0 c c .o ff Wu�. m O � c
> ~ � N
` C a) a)
re
et O M O O N O O O r 0 0 .� to I� I� r N N N O
EL V C 7 ls C . w C Vl y C is N O 13 73113 'O 'O y0 0.
E a° c°n � a° ci �'0_ 0.. cow ¢ a.. 0_ ao_ a° Q c
o --,
Q 4 0 0 a) N 0
9 4- YYYXYco r- .YYV VY .-i ._12z zz - c.5 5 C
a zZ.zzZ
--
cu
.4,, U) 0N. 000) OrNM NI' U, 0 - ODO) OrN0, Nt6 0
.0 QMMMMMMNtmrTrIIYYmr -r -t9 Lou? n9u
rtaaaaaaaaaaaaaaaaaaaaaaa

Re: Classification of Lockwoods Folly River
Subject: Re: Classification of Lockwoods Folly River
From: Alridge Reim<[e-mail]>
Date: Fri, 10 Mar 2006 08:33:59 -0500
To: Linda Lewis<[e-mail]>
Linda,
There are no pending requests to reclassify the Lockwoods Folly River, 15-25-1-(16)to ORW.
If you have any questions, you can call me at 733-5083 x564.
Thanks
Alridge
Linda Lewis wrote:
Alridge:
I need to know if there are any pending requests to reclassify the Lockwoods Folly River,
15-25-1-(16)to ORW.
Thanks,
Linda
1 of 1 3/10/2006 9:10 AT

Lockwood Folly SD SW8 900225
Subject: Lockwood Folly SD SW8 900225
From: Linda Lewis<[e-mail]>
Date: Thu, 05 Jan 2006 08:51:02 -0500
To: Jay Houston<[e-mail]>
Jay:
The HOA at Lockwood Folly would like to get this situation resolved. I looked up
the file and found your email dated July 27, 2005, requesting a meeting. I
apologize for not getting back to you to schedule this meeting. Have you finished
this project, and would you still like to meet? If so, when would you be available?
Thursday, January 12 or Friday morning, January 13 work for me.
Linda
1 of 1 1/5/2006 8:59 AM

Lockwood Folly Golf Links and Development
Subject: Lockwood Folly Golf Links and Development
From: Jay Houston<[e-mail]>
Date: Wed, 27 Jul 2005 17:12:46-0400
To: Linda Lewis <[e-mail]>
Hi Linda - I have finally (almost) completed the Lockwood Folly stormwater survey
of the existing impervious coverage area on the project which dates back in the
1980's. Mr. Mason Anderson wanted me to write this email to you and offer for he
and I to come to Wilmington with the information to present it personally to you.
I told him I would write this email. Otherwise, (if you don't have the time to
meet) , I will transmit the digitized from aerially photography and existing survey
composite map with the spreadsheet I utilized to tally all of the areas for the
calculation of the impervious area now and ultimately. We can then go from that
point. I presume that at this late date, with the fact that the impervious area
limits were never recorded, that it will be acceptable to the state for the
Property Owners Association, through its Architectural Review Board process, to
regulate future impervious area and to prevent current owners from building
additional areas on their lots. Additionally, it seems that now would be the time
to transfer the stormwater permit and the maintenance responsibilities from
Lockwood to the POA. Please let me know your schedule concerning a possible
meeting.
Thanks
Jay
PS I wrote you on the 22nd about Winding River. Any word on that?
1 of 1 7/27/2005 5:29 PM

State of North Carolina
Department of Environment and Natural Resources
. Wilmington Regional Office
[phone]
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
5608`'7w 2.2 S
Date: Co-I c3-200S #pages (excluding cover) (
To: xt cn I.RAI From: Lr4cla .Q, t4S
CO: Locket- �vl /��
��- f�:�}-- Division: �WQ
FAX #:[phone] FAX#: [phone]
REMARKS: `c'y of C9-(3.200S 1effiy- h jleSC.0 ,4der5o,
127 Cardinal Drive Extension,Wilmington,N.C.28405-3845 Telephone[phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer

P. 1
* * * COMMUNICATION RESULT REPORT ( JUN.15.2005 3:48PM ) * * *
TT NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
878 MEMORY TX 98423923 OK P. 2/2
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office •
[phone]
Michael F. Easley, Governor
William G. Ross Jr.,Secretary
FAX COVER SHEET
Sot 002Z 5
Date: Co-15-2005 #
pages(excludingcovgr)To: From: L,4i � L
;:CO: �k Lczk Division: _0600
FAX#:`l t�].84` U3 ZZ9 —
F,AX#: 91D-350-2004 -
REMARKS: 3
127 Cer4lnoi Drive Eaten:ion,Wilmington,N.C.28405-3845 Telephone(910)79d.7315 Pox(910)350-2004
An Equal fappartanity Affirmative Action Employer

o�of'NA7. ,9
4Michael F. Easley,Governor
G William G. Ross, Jr., Secretary
63 r North Carolina Department of Environment and Natural Resources
O r '' Alan W. Klimek, P.E. Director
Division of Water Quality
June 13, 2005
Mr. Mason Anderson, President
Channel Side Corporation
C/o The Anderson Law Firm
PO Box 2245
Shallotte, NC 28459
Subject: Revised Plans
Lockwood Folly Subdivision
Stormwater Project No. SW8 900225
Brunswick County
Dear Mr. Anderson:
The Division is requesting an update on the status of the modified stormwater permit
application submittal for the subject project. It has been over 7 months with no other
. correspondence from you other than a letter dated October 22, 2004, which the Division did .not receive until January 25, 2005. This letter indicates that you do not know when Houston &
Associates will be able to compile the necessary information.
The Division recognizes that this is a large task, however, we feel that we have been more
than generous in allowing over seven months to compile a revised subdivision map and get the
application together. Please submit the permit modification package to include 2 copies of the*
required map, a completed application and appropriate supplement form, and the necessary
application fee ($420.00 regular program, $2,000.00 Express program)to this Office prior to
July 13, 2005. Failure to meet this deadline may result in enforcement action, to include
revocation of the existing Certification of Compliance and potential fines.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer II
ENB\arl: S:\WQS\STORMWAT\LETTERS\2005\900225.jun05
cc: Jay Houston, P.E., Houston & Associates
Gordon Ackley, Lockwood Folly POA
Linda Lewis
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone[phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington,NC 28405-3845 FAX [phone] Internet h2o.enr.state.nc.us Nore
thCarolina
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper Natura"l,'

Page 1 of 1
North Carolina
>�r J Li ' IC tOTHE
Secretary SECRETARY or "T. "
•.,.�. FAO Box 29622 Raleigh,NC 27626-0622 [phone]
Corporations Date: 6/13/2005
*Corporations Home
*Important Notice Click here to:
Corporate Forms/Fees View Document Filings I
Corporations FAQ Print apre-populated Annual Report Form I File an Annual Report I
*Tobacco Manufacturers
'Dissolution Reports Corporation Names
!Non-Profit Reports
*Verify Certification
°Online Annual Reports Name Name Type
Links 01C Channel Side Corp. Legal
',,'Secretary Of State Home Business Corporation Information
„Register for E-Procurement
"Dept. of Revenue
Legislation SOSID: 0189686
'2,1999 Senate Bills FID: 561528024
02001 Bill Summaries Status: Current-Active
0Annual Reports 1997
@Corporations 1997 Date Formed: 5/30/1986
@Other Legislation Citizenship: Domestic
Search State of Inc.: NC
i,By Corporate Name
'For New Corporation Duration: Perpetual
•By Registered Agent Registered Agent
Online Orders
Start An Order
►New Payment Procedures Agent Name: Anderson, Mason H.
Contact Us Registered Office Address: 380 South Middleton Drive NW
'Corporations Division Calabash NC 28467
Secretary of State's web site Registered Mailing 380 South Middleton Drive NW
Print Address: Calabash NC 28467
Printable Page Principal Office Address: 380 South Middleton Drive NW
Calabash NC 28467
Principal Mailing Address: 380 South Middleton Drive NW
Calabash NC 28467
Stock
Class Shares No Par Value Par Value
COMMON 100000 Yes N/A
For questions or comments about the North Carolina Secretary of State's web site,please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemld=4585357 6/13/2005

SOSID:0189686
' Date Filed:4/12/2004 1:56:00 PM
CDa479(42) Business Corporation use this Elaine F.Marshall
5-19-03 North Carolina Annual Report Co�u�tth North Carolina Secretary of State
/ Liability Pi Re
2004103 02877
Name of Corporation: yl EL SIDE CORPORATION
Stet$of incorporrtion: C Fiscal Year Ending: 12 31 03
Month!Day!Year
Secifetary of State`.° ID Number: 0189686 Federal Employer ID Number. 5 6—15 2 8 0 2 4
If this is the Initial annual report filing,you must complete the entire form.If your business corporation's
Inf mation has not changed since the previous report,check the box and complete Line 7 only. ♦ Q
1. Registered agent&registered office street address:(Must be a North Carolina Address)
Name:
Street Address:
City.Stale.Zip Code:
County:
2. (Mailing address if different from street address:
Mailing Address:
City.State.Zip Code:
3. if registered agent changed,signature of new agent:
(signature constitutes consent to the appointment)
4. 'Enter principal office address here and telephone number here:
Street Address:
City.State,Zip Code: Telephone:
5. Briefly describe the nature of business:
6. Enter name,title,and business address of principal officers here:
Complete Form CD-479A to list additional principal officers
i
Name: Title:
Address:
City: State: Zip:
.4
Name: Title:
Address:
City: State: Zip:
i
I
Name: Title:
Address:
City: State: Zip:
i
7. Certification of annual re• ( , • completed by all corporations). *Af
`I A% i ...-../ - ' 476
i Sign'Lure(Form must be signed by an officer of corporation) Date
•
Mlgstlay __4. f lev .c.Sow "?r4e.s t. 4.t.tA,_$
Type or Print Narire Title

�� aN-25-2005 04:56P FROM:
T0:19103502004 P:1/1
■ ■
■ ■
■
■ ■
T e
Aileen= Law Finn, T.L.L.C.
Attorneys and Counselors at Law
Shallorrtaelee Mason H Anderson-of Counsel
1/1 Pine Sires, Richard J Holler 7rBjaah ppN�
P.O,Bar 2245 7uite90 0 Sunset Blvd.North
Chris Webster Suite 4 Sheltori&NC 28459 John Calvin Chandler
Phonic(910)754.6786 Phon Sunset Beech,NC 28468
Fax [phone]/ Phone[phone]
Fax [phone]
Websile; Andersonlaw.lawqffleaeom
October 22,2004 Reply re: Shallone Office
Ms. Linda Lewis � �3 ���
Environmental Engineer RECEIVED
DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405 JAN 2 5 2005
Re: Storrnwater Project.No. SW8 900225 DWQ
Lockwood Folly Subdivision PROJ#
Dear Ms. Lewis:
In reviewing my letter of October 6, 2004 I find that the wrong Stormwater Project
number was referenced. The remainder of the letter was accurate.
Following up otherwise regarding the Stormwater Project#SW8 900225,the county now
has completed their work on the new aerial maps and I have notified Jay Houston accordingly. I
have asked the engineering office to proceed with the necessary calculations in order to provide
the required data to your office.
As you can imagine this will be a rather large task, and therefore,I do not know how'
quickly he can complete this work. When it is completed however,I will provide it to you.
Sincerely,
on H.Anderson
MHA/edw
cc: Jay Houston, Houston &Associates
Simon Schaffler,
President of Lockwood Folly Property Owner's Association

2lie Anderson Law Fir, P.G.G.C.
Attorneys and Counselors at Law
Shallotte Office Mason H.Anderson—of Counsel Sunset Beach Office
111 Pine Street Richard J.Hollar 790 Sunset Blvd.North
P.O.Box 2245 Chris Webster Suite 4
Shallotte,NC 28459 John Calvin Chandler Sunset Beach,NC 28468
Phone[phone] Phone[phone]
Fax [phone] Fax [phone]
Website: Andersonlaw.lawoffice.com Reply to: Shallotte Office
October 22, 2004
CX) ZZS
Ms. Linda Lewis (
Environmental Engineer
DWQ
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Stormwater Project No. SW8 900225 O C T 2 5 2004
Lockwood Folly Subdivision
Dear Ms. Lewis:
In reviewing my letter of October 6, 2004 I find that the wrong Stormwater Project
number was referenced. The remainder of the letter was accurate.
Following up otherwise regarding the Stormwater Project#SW8 900225,the county now
has completed their work on the new aerial maps and I have notified Jay Houston accordingly. I
have asked the engineering office to proceed with the necessary calculations in order to provide
the required data to your office.
As you can imagine this will be a rather large task, and therefore, I do not know how
quickly he can complete this work. When it is completed however, I will provide it to you.
Sincerely,
on H. Anderson
MHA/edw
cc: Jay Houston, Houston&Associates
Simon Schaffler,
President of Lockwood Folly Property Owner's Association

Cfianne(Siie Corporation
309 auldwase'tlrs
eumd9.ere28462
June 23, 2004
Ms. Linda Lewis
0
Environmental Engineer J(/
DWQ N 2 4
127 Cardinal Drive Extension el004
Wilmington,NC 28405
Re: Stormwater Project 'o. SW8 900225
Lockwood Folly Sub ivision
Dear Ms. Lewis:
Enclosed you will find the Lockwood Folly Subdivision composite map.
Jay Houston is on standby to do the calculations necessary for the 25%verification once
the maps are available from the Brunswick County Management Information Systems.
Jay spoke to the manager of that department today and they are still anticipating having
that material available sometime in July. We will provide the verification just as quickly as
reasonably possible after those maps are available.
Thanks for working with us on this point.
Sincerely,
MLAC)in N\C\O' Cr
Mason H. Anderson Iy�,
MHA/edw
Enclosure
cc: Mr. John Emerson, President of Lockwood Folly POA
Mr. Jay Houston

RECEIVED
JUN 15 2004
Channel-Side Corporation BY:
809*Jimmie J)tive
egyydii,dye 28462
June 11, 2004
Ms. Linda Lewis
Environmental Engineer
DWQ
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Stormwater Project No. SW8 900225
Lockwood Folly Subdivision
Dear Ms. Lewis:
I am enclosing along with this letter, a copy of the Master Declaration and a number of
Supplemental Declarations for various areas of the Lockwood Folly Subdivision. Since there are
many and since it would take some time to copy them all, and further since the language in all of
them are substantially the same, I have sent you these representative documents. If for some
reason you still feel it necessary to have all of the Supplemental Declarations copied and
transmitted to your office, let me know and I will forward them to you just as soon as possible.
I have asked Steve Norris of Norris &Ward Surveyors of Calabash,North Carolina to
put together a composite map of the subdivision which will be based on all of the recorded plats
comprising the subdivision. Since Mr. Norris' firm did all of the survey work,this will not be a
major task, and therefore, I think I can meet the June 24th requested response date.
Now, with regard to the Division's request for verification of the 25% "built upon" area, I
have spoken with Kirby Whitney of the Brunswick County Management Information System.
He tells me that the department has recently flown the county and that sufficiently detailed
photographs will be available to allow engineers or surveyors to calculate the "built upon" areas.
Mr. Whitney tells me that he feels this data will be available sometime during the month of July,
2004.
As soon as this information is available from the County Management Information
Systems, I will have Jay Houston of Houston and Associates make the calculations necessary to
present to you. In light of Mr. Whitney's projected availability of the flight information, I
request your indigence in providing this information past the June 24th requested response date.
Once the "built upon" calculations and verifications have been completed I will send this
information to you and also provide it to the Lockwood Folly Property Owner's Association so

Ms. Linda Lewis
June 11, 2004
Page 2 of 2
that the Architectural Review Committee will be able to control the impervious coverage in the
future.
Sincerely,
4/164C17%'
_• . Anderson
MHA/edw
Enclosure
cc: Mr. John Emerson, President of Lockwood Folly POA
Mr. Jay Houston
Mr. Steve Norris

b
itt a I
FP)
LOCKWDOD z .
POLLY
Property Ownersssociation
August 8, 2003
N. C Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
ATTN: Linda Lewis
Environmental Engineer
RE: Request for Recorded Deed Restrictions
Lockwood Folly Subdivision, Stormwater Project No. SW8 900225
Letter Dated July 22. 2003
Dear Ms Lewis:
Please refer to the referenced letter in which you Informed the us that maximum built-
upon area per lot had not been included with the recorded deed restrictions for the
subdivision per your conversation with Mr. Mason Anderson, one of the Channel Side
developers of the Lockwood Folly Subdivision.
I have tried to call you several times regarding this issue without success.
Since the Lockwood Folly Property Owners Association has not been involved with
Channel Side Corporation, the developer of the Lockwood Folly Subdivision, nor have
we been Involved In the selling and/or reselling of building lots in the Subdivision, we
are not in a position to provide a copy of the recorded deed restrictions prior to selling
lots. This would have to come from the original sellers of lots, Channel Side
Corporation. Many of the lots were sold 10 - 12 years ago and have been
subsequently resold by the original owners and the LWFPOA has not been involved in
any of these transactions.
In a recent meeting with Mr. Anderson regarding your letter, he indicated that he would
have the original layout of the Subdivision updated and provided to your office and to
the LWFPOA. Once this is done and the lots identified as to land usage and
impervious coverage per the charts attached to your second letter, dated July 22, 2003
(Certified Mail #7003 0500 0000 8804 3112), we can Impose the requirements for
impervious coverage in our Architectural Standards Committee review of building
plans submitted for approval prior to building.
18 Club House Drive, 8W • &upply, North Carolina 28462

Page 2
If any additional information is needed, it is suggested that you communicate with Mr.
Anderson, Secretary-Treasurer of Channel Side Corporation. Also, please call me if
there is additional information that you might need from the LWFPOA.
incerel ,
n Emerson, President
Lockwood Folly Property Owners Association
910-842-8678
CC: Mr. Mason Anderson
Mr. William Benton

uuuit rA1rt
0 6 �
it4 FILED FDR REGISTRATID_
BOOK' f‘.5 PAR':`I'69Ir
MASTER DECLARATION OF COVENANTS,. CONDITION •
RTRICTIONS FOR. LOCKWOOD LLY :$I Y 1T M: }�
ES
VERT P,tj,BINSDN •
'This Declaration of Covenants Conditions a
'• GIVER�iF O�E�1S .'
Restrictions for Lockwood Folly is made this the 'i .'tr M OBI Y'
of ti F , 1987 by
y y+
channel Side Corporatan, a o North :`
Carolina Corporation, hereinafter referred 'to:,r'as the Deblaraint
or Channel Side.
RECITALS
Channel Side is the Owner of certain real property
located on the West side of and adjacent to the .Loc;kwood,;F'ol,ly
River near Holden Beach, Brunswick County, North Carolina,
which is described in the deeds recorded in DeedrBook 653 at
Page 786 , Deed Book 653 at Page 788 , Deed Book • 6•53 -at'' Page 790
and Deed Book 672 at Page 849 of the Brunswick Registry.
Channel _Side desires # n subject the property }o the provisions
_ r l ions
of thisMas •er1Dgc ,aration and' to develop' the property undtk:
the. project naTbeof Lockwood Folly and to provide a method-for
r'. 1
the admit dtca:6icn 4rid maintenance of the. property; and a `
Channel-.SicW:hereby resen4 s-.r he right,_, at any-time',
to- submit. 4ny.:ad0,.t4o'rxal property' 's f0Wned by itf (or 'over.' Which
. it holds the :right :to.-develop) to' this: Master Declaratj ii
any time and•..take such ae] : rirW,g•roperty a part of The ''
Project; and.' .•
: Channel Sites intends to provide a club house, swimming
pool and 'tennis cuts to be owned, "`operated and maintained by
,a non-profit cOrporation, created by the Declarant; and

Channel Side has incorporated, under North Carolina
law as a non-profit corporation, Lockwood Folly Property _Owners
Association, Inc. for the purpose of carrying out the functions
as contained in this Master Declaration; and
It is anticipated by Channel Side that the Common
Areas shown on the various maps of the property subject to this
Master Declaration will be conveyed by Channel Side to Lockwood
Folly Property Owners Association, Inc . ; and
Channel Side desires; ( 1) to provide for the
preservation of the values and the amenities in the communities
subject to this Master Declaration and for the maintenance,
repair, replacement and administration of the Common Areas and
the facilities located thereon and ( 2 ) to establish the classes
of persons entitled to use of the Common Areas and their
respective rights and obligations relative to such use and the
payment of their respective shares of the costs of maintenance,
repair , replacement and administration.
NOW, THEREFORE, Channel Side Corporation does hereby
declare .that all of the property described in the above-
referenced deeds together with any additional property which it
may hereafter add by amendment to this Declaration shall be
held, transfered, conveyed, occupied and used subject to the
following easements, covenants, conditions , restrictions, liens
and charges which shall run with the title to the real property
and which shall be binding upon and inure to the benefit of all
2 .

of the parties having any right, title or interest in the above
described properties their heirs , successors and assigns .
ARTICLE ONE
Definitions
The following words when used in this Master
Declaration shall have the following meaning :
1. "Architectural Standards Committee" shall mean the
committee appointed by the Board for the purpose of
establishing and enforcing the architectural standards of the
project . The Committee shall consist of not less than three
(3 ) nor more than five ( 5 ) persons .
2 . "Articles" means the Articles of Incorporation of
Lockwood Folly Property Owners Association, Inc . , a copy of
which is attached hereto as Exhibit 1 .
3 . "Assessment" shall mean an Owner ' s share of the
common expenses or charges as established by the Association .
4 . "Association" shall mean the Lockwood Folly
Property Owners Association, Inc . , a not for profit corporation
whose purpose is to administer the property which is subject to
this Master Declaration.
5 . "Board" or "Board of Directors" means the Board of
Directors of the Association.
6 . "Bylaws" shall mean the Bylaws of the Association,
a copy of which is attached hereto as Exhibit 2 .
3 .

7 . "Common Areas" shall mean all real and personal
property: ( a) Designated and shown in writing and or on a plat
by the Declarant as Common Areas; ( b) Conveyed to the
Association for the use and benefit of the Association; ( c)
Held by Channel Side for the benefit of the Association.
Such real property may include for example roads, driveways ,
walkways, any rights-of-way reserved to the Association, open
spaces ( both landscape and natural) lagoons, lakes or ponds.
Nothing contained in this definition shall limit the
type of personal property which may be owned by the Association
and constitute. Common Areas.
8 . "Common Expenses" shall mean all expenditures made
by the Association in carrying out its duties together with all
funds assessed by the Association for the creation and
maintenance of reserve under this master Declaration.
9 . "Declarant" shall mean Channel Side Corporation, a
North Carolina corporation with offices at Shallotte, North
Carolina, its successors and assigns . The• Declarant may assign
or pledge any or all of its rights reserved under the land use
documents through an assignment or in an instrument of
conveyance or assignment .
10 . "Master Declaration" shall mean this document
which includes the Covenants, Conditions and Restrictions for
4 .

Lockwood Folly together with all amendments which may be filed
in the office of the Register of Deeds, Brunswick County, North
Carolina .
11. "Development" or "Project" shall mean the
property described in Deed Book 653 at Page 786 , Deed Book 653
at Page 788, Deed Book 653 at Page 790 , and Deed Book 672 at
Page 849 together with all improvements located or constructed
thereon. It shall also refer to any additional property which
may hereafter be made subject to this Master Declaration.
12 . "Dwelling, Living Unit" shall mean any Dwelling
quarters whether in a detached building or in an attached unit .
13 . "Lot" shall mean a space on the earth' s surface
to be used exclusively for a single-family, detached Dwelling .
A parcel of land shall be deemed a Lot rather than a Dwelling
until the improvements constructed thereon aLe sufficiently
complete to reasonably permit habitation thereof . Upon
completion of the building the parcel and the improvements
shall collectively be considered a Dwelling for purposes of
this Master Declaration.
14 . "Member" shall mean every person or entity who is
an Owner of ( a) a Lot, ( b) a Dwelling and ( c) any Recreational
Amenity situated in the Development shall be a member of the
Association, provided that any such person or entity who holds
an interest merely as security for the performance of an
obligation shall not be a member .
15 . "Multi-family Areas" shall mean those areas
restricted to the erection of condominiums, town
5 .

houses, patio -homes, cluster homes, zero Lot line homes, or any
other similar type of Residential Dwelling which is not a
traditional single-family Detached Dwelling .
16 . "Occupant" shall mean any person including
without limitation any Owner, guest, invitee, lessee, tenant or
family member of an Owner occupying or otherwise using a
Dwelling within the Development .
17 . "Owner" shall mean the record Owner, whether one
or more persons or entities, . of the fee simple title or
contractual equitable title to any Lot or Dwelling unit in The
Project; provided however, notwithstanding any theory of the
mortgage, shall not mean or refer to the mortgagee, unless and
until such mortgagee has acquired title pursuant to foreclosure
or in any proceeding in lieu of foreclosure .
18 . "Person" shall mean a Natural Person,
Corporation, Partnership, Association, Trust or other legal
entity, or any combination thereof .
19 . "Recreational Amenities" shall mean recreational
facilities located within The Project operated as ongoing
business entities on a fee basis such as, but not limited to,
the 18-hole golf course and associated club house and the dry
boat storage facility.
20 . "Rules" shall mean any and all regulations of the
Association promulgated by the Board pursuant to its power
under this Master Declaration or any other land use document .
6 .

21. "Single-Family Detached Dwelling Area" shall mean
those areas restricted to the erection of a traditional single
family detached Dwelling on a single Lot .
22 . "Supplemental Declaration" shall mean a
Declaration filed by Channel Side or any other Developer of a
parcel of property located in the Development establishing
covenants, conditions and restrictions for that particular
parcel of property. Supplemental Declarations will be filed
for the single-family areas and also for the multi-family areas .
ARTICLE TWO
Plan of Development
Section 1 . THE. DEVELOPMENT PLAN : Channel Side is
planning and is in the process of constructing an 18-hole golf
course together with a club house, pro shop, maintenance shed,
driving range and attendant facilities. It intends, if permits
are available, to erect a dry boat storage and attendant
facilities adjacent to the Lockwood Folly River . Both of these
Amenities will be owned and operated by Channel Side, its
successors and assigns as ongoing business enterprises on a fee
basis for Owners and members of the public .
In addition to these Recreational Amenities, Channel
Side plans to construct a swimming pool, club house and tennis
court complex as part of the Common Area for the private use of
the Owners . Title to these private facilities will ultimately
be vested in the Association. Construction of these facilities
7 .

, will be keyed to Dwellings in the Development, with
construction to commence not later than the start of
construction of the 50th Dwelling Unit on the property.
Section 2 . THE LAND PLAN: Channel Side has caused an
overall land use plan to be prepared for the development which
shows some "areas" or "modules" to be used for traditional
single-family detached Dwellings and other "areas" or "modules"
to be used for Multi-family Dwellings. Certain areas may be
designated for commercial uses by Channel Side . This land use
plan may be modified from time to time by Channel Side or its
assigns in its sole discretion as it deems desirable.
Section 3 . SUPPLEMENTAL DECLARATION : A Supplemental
Declaration will be filed for the various modules prior to
conveyance of the first Lot or Dwelling unit in the module .
The Supplemental Declaration shall be subordinate to this
Master Declaration. A plat of the areas to which the
Supplemental Declaration applies shall be filed preceeding or
simultaneously with the Supplemental Declaration. The plat for
such area shall clearly show the Common Areas, if any, located
thereon.
Section 4 . ADDITIONS TO THE DEVELOPMENT : Should
any additional property be added to Lockwood Folly and become
subject to this Master Declaration, Channel Side shall have
the absolute right to designate the boundaries of the various
land use categories to be located therein as well as to
designate the Common Areas and Recreational Amenities if
8 .

any are added to the Development in the additional property.
Any such additional property shall be submitted to this Master
Declaration and become a part of Lockwood Folly by Channel Side
filing an amendment to this Master Declaration together with a
map of the area being added to the Development. Should
additional properties be added to the Development and thereby
become subject to this Master Declaration the number of votes
to be assigned to the Recreational Amenities located therein
shall be assigned by Channel Side Corporation as it deems
appropriate and shall be set out in the Amendment bringing such
additional property into the Development .
Section 5 . RECREATIONAL AMENITIES : The Declarant
reserves for itself, its successors and assigns the absolute
right to develop, within the property or any additions thereto,
Recreational Amenities as ongoing business operations for the
benefit of Owners within the Development, the Declarant ( its
successors or assigns) , its licensees, invitees and guest,
including, in the sole and absolute discretion of the Declarant
( its successors or assigns) , members of the general public on a
fee basis. The Recreational Amenities are not a part of the
Common Areas and facilities . No Lot or Dwelling Owner shall
obtain any right, title or interest, either equitable or legal ,
in any of the Recreational Amenities by reason of his purchase
of such Lot or Dwelling.
9 .

Section 6 . THE WATER SYSTEM : Channel Side, its
affiliates, successors or assigns may (but is not obligated)
retain ownership of the water facilities serving the
development, including all lines, pumps, pipes, water towers or
tanks', or other systems related thereto which are located
within the Development and which are not a portion of a Lot or
Dwelling or Recreational Amenity. Should Channel Side retain
ownership of the water system it shall operate the water system
pursuant. to authority granted by the North Carolina Public
Utilities Commission and it shall charge fees for such services
as approved by the regulatory authority. Notwithstanding the
foregoing, however, Channel Side, its affiliates, successors or
assigns owning such water facilities shall have the right, but
not the obligation, at any time to convey all or any part of
the water system to either the Association as a portion of the
Common Areas or to any public or private utility or
governmental entity for operation.
Section 7 . NOTICE : Every purchaser of a Lot ,
Dwelling or Recreational Amenity shall Purchase and hold title
thereto with notice of Declarant ' s plan of development as
herein set out.
ARTICLE THREE
Property Rights In the Common Areas
Section 1 . MEMBERS , EASEMENTS OF ENJOYMENT IN THE
COMMON AREAS : Subject to the provisions of Section 4 and any
additional provisions of this Master Declaration, every member,
10 .

his agent, licensees, invitees, and members of his household,
shall have a permanent and perpetual easement for the use and
enjoyment of the Common Areas and each easement shall be
appurtenant to and shall .pass with a title to every Lot or
Dwelling Unit . Such easements of enjoyment shall include but
not be limited to the members' right of ingress and egress over
the streets, roadways and walkways over the Common Areas for
the purpose of access to the Owners' Lot or Dwelling Unit .
Section 2 . TITLE TO THE COMMON AREAS : The Declarant
may ( but is not obligated) retain the legal title to the Common
Areas until it has sold 75% of its properties subject to this
Master Declaration. Notwithstanding any other provision
herein, however, the Declarant hereby covenants for itself, its
successors and assigns that it will ( not later, than the time
it has closed the sale on 75% of its property subject to this
Declaration) will convey by Warranty Deed, at no cost to the
Association, and the Association for itself, covenants that it
will accept a conveyance of all of the common areas free and
clear of all liens and encumbrances except this Master
Declaration.
Section 3 . LIMITATION OF MEMBERS" EASEMENTS : The
rights and easements of use and enjoyment created hereby shall
be subject to the following :
( a) The right of the Association, in accordance with
its Articles and By-Laws, to borrow money for the
purpose of maintenance, repair and improvement of
11.

the Common Areas and in aid thereof to mortgage
such properties .
( b) The right of the Association to set specific
charges for the use and maintenance of the Common
Areas; and
( c) The right of the Association as provided in its
Articles and Bylaws to suspend the enjoyment
rights of any member for any period during which
any assessment remains unpaid, or for a period
that may be determined by the Board of Directors
for any violation of this Master Declaration, the
Association ' s Articles, Bylaws or published rules
and regulations; provided however, that the right
of a member of ingress and egress over the
streets shall not be abrogated; and
(d ) The right of the Declarant and the Association to
dedicate or transfer all or any part of the
Common Areas to any public agency, authority or
utility for such purpose; and
( e) The right of the Declarant, without approval of
the Association, or any Owner to add to or delete
part of the Common Areas and to dedicate
easements and rights-of-way over the Common Areas
in accordance with the terms of this Master
Declaration; and
12 .

( f) The right of the Association to adopt and
enforce, at any time , rules and regulations
Governing the use of the Common Areas and all
facilities situated thereon. Any rules and/or
regulations so -adopted shall apply until
rescinded or modified the same as if originally
set forth at length in this Master Declaration.
Section 4 . EASEMENT FOR GOVERNMENTAL , HEALTH , WATER
SANITATION AND EMERGENCY SERVICES : A non-exclusive easement is
hereby granted to the appropriate governmental authorities and
to the appropriate private organizations supplying health,
sanitation, police services and any emergency services such as
fire , arbulance and rescue services, for purpose of ingress and
egress over the Common Areas . Channel Side further reserves an
easement over the Common Areas as needed for the installation,
maintenance and operation of the central water system which
will serve the Development .
Section RECREATIONAL AMENITIES :$ . Ownership of a
Lot or Dwelling unit confers no ownership, either legal or
ecu_tabl� in any Recreational Amenity . The Declarant intends
_ - , eclara..� -:t nd
to operate the Recreational Amenities as ongoing business
enterprises for profit in such manner as the Declarant in its
sole discretion may determine; however, it is .intended that
these Recreational Amenities may be used by and for the benefit
of the Owners as well as members ( in the discretion of the
13 .

Declarant) of the general public . Channel Side Corporation
reserves the right to sell any of the Recreational Amenities to
any other person to be operated as ongoing business
enterprises . The Owner of the Recreational Amenities shall set
the charges and establish the terms and conditions under which
an Owner of a Lot. or Dwelling in the Development may use she
Recreational Facilities . The Recreational Amenities which are
shown on the land use plan are the initial Recreational
Amenities which are subject to this Master Declaration. They
are hereby designated as the Recreational Amenities and include
the following ( a) One 18 hole Golf Course , Driving Range,
attendant club house and related facilities, ( b) The Dry Boat
Storage facility . This facility is subject to permits by
various regulator_ agencies . On the date of the filing of this
Master Declaration those permits have not been obtainer:. If
and when these permits are obtained, the Declarant intends ( but is
_s nor. obligated) to r•roceed with erecting., maintaining and •
operating this Amenity as an ongoing business enteruri se ,
Channel Side reserves the right to add additional Recreational
Amenities to The Project and ope_al.e them as on c _r.g business
enterbrises as it deems desirable.
Every Owner of a Recreational Amenity shall be deemed
a member of the _Association with all the rights and obligations
of membership as herein contained .
14 .

Section 6 . EASEMENT FOR DEOLAPANT : The Declarant
reserves to itself , its successors and assigns over, through,
under , and across the Common Areas the right of temporary
roads , utility services and drainage systems as are necessary
in its sole discretion for the proper development and
administration of The Project.
Section 7 . CHANGES- IN BOUNDARIES ADDITIONS TO
DESIGNATED COMMON AREAS : Declarant expressly reserves for
itself and its successors and assigns the right to change and
realign the boundaries of anv designated Common Area within the
Development , and to make additions thereto .
Section 8 . EASEMENTS FOR UTILITIES : There is hereby
reserved for the benefit of the Declarant, the Association, any
public utility or govermmntal unit providing services a r
- _ li! the
Development , and their respective successors and assigns an
Easement upon, over , under and across ( a) all of the Common
Areas ( b) all portions of the multi-family areas on which
Dwellings are not constructed or erected and ( c) All land
located within 10 feet of any Lot line as shown on all plats cf
record, for the purpose of installing , replacing, maintaining
and operating all utilities .
Section 9 . MAINTENANCE EASEMENT : The Declarant
reserves for itself and the Association and their respective
agents: and employees an Easement to enter upon any Lot or
unimproved por .ion of any Dwelling, or Multi-Family area for
15 .

the purpose of ;Wowing , removing, clearing , cutting or pruning
underbrush, weeds, stumps or other unsightly growth and
removing trash therefrom so as to maintain reasonable standards
of- health , fire safety. and appearance within the Development.
This reservation shall not impose any duty or obligation 'uton
the Declarant or the Association to perform any such action.
Furthermore, the Declarant hereby reserves for its benefit and
that of the Associations an Easement but not obligation to
enter upon any unimproved portion of any Lot , Dwelling or multi
family area which is located within thirty feet from the waters
edce of any lagoon, pond, water course and waterway, whether
natural or man made, within the Development for the purpose of
maintaining such area and keeping the area clear and free from
unsightly growth and trash and the maintenance of c b- rya enaa_e
water quality standards .
Section 10 . ENj:IRc'NMNSA _]BETE`-±c • Declarant
reserves for its benefit and the Association and their
respective agents and enpicyees an Easement o:;, over and across
all Lots and all unimproved portions of Dwellings and halt-
Family. areas for the purpose of takinc any action necessary to
effect compliance with environmental rules , regulations,
procedures promulgated or instituted by the Board of Directors
or by any Governmental entity, such Easement to include,
without limitation, the right to implement erosion control
procedures and practices, the right to drain standing water,
16 .

•
and the right to dispense pesticides and herbicides within the
Development .
Section 11 . IRRIGATION EASEMENTS : -here is hereby
1
reserved for the benefit of the Declarant and the Owner of the
golf course , their acfiliates , agents , employees , successors��r
and assigns a permanent exclusive easement and right ( a ) to
pump water from the lagoons , ponds, waterways , basins , water
det•enda-nt structures and other bodies of water located in the
Development for the purpose of irriaatinc any portion of the
Development including the coif course, and ( b) to drill ,
install , locate, maintain and use wells, purrpinc stations ,
water towers, filtatiori basins and tanks and related water
facilities and systemswithinCommon
the Co �r::gin Areas and or lands
within the Property owned by the Declarant . Except as herei
n
contained the rum Ping of any water from any lagoon , pond, lake
or body of water for any purpose ether than: fire fichtinc is
prohibited without express written permission of ^t .
the ,J•ec_ "'a:
Section 12 . EIITPY E'; rC=FERS : Each nor , Dwelling and
i.ult:i-Family area adjacent to a coif fairway or green is herd'
made subject to an Easement in favor of the rec_stered coif
course players to enter Upon such property to remove a golf
ball or to play the golf ball . Once' a residential unit is
constructed on such property this easement shall be limited to
the recovery of the golf ball . This Easement is for pedestrian
access only and the player shall not use a golf cart or other
17 .

vehicle for the purpose of entry on any such adjoininc property
nor shall such player commit a nuisance while or. such
property .
Section 13 . =NCRO CEM:f;TS N f'. {,._ �• �ri�.1. .�_�.... � is�,i�i Ci.�:!'IiC1:1. shall L�g
erected upon any pond, lagoon or other body of water within Or
adjacent to the Development unless specifically permittedy
the Declarant or the Architectural Standards Committee .
ARTICLE FOUR
Membership, Votir•c. Richts and Turnover
Section 1 , ME";BEPS - iP Every person or entity who is
an Owner of ( a ) a Lot, ( L) a Dweulinc and ( c ) any Recreational_
Amenity situated in the Development shall be a member of the
Association, provided that any such person or entity who holds
an interest merely as security for the performance of an
ob_ica _ _cn shall not be a member .
Section 2 . n:: :r RI HTE : rho Association shall hgv
e
three ( s ) clash es of voting membership;
( - ) Cia5C "A" - Cia s "A" Members shall be all those
- --
Owners as defined in Section 1 of this Article with the
exception of the Declarant and the Owner of any Recreational
al
�
Amenity . Class "A" members shall be entitled to cne vote for
each Lot o_ Dwc_1inc Unit in which they hold the interest
required for membership bySection 1 .
liter When more than one
person holds such interest in any Lot or Dwelling Unit , all
such persons shall be members and the vote for such Lot er
1E .

Dwelling Unit shall be exercised as they among themselves
determine , but in no event shall more than one vote be cad '
with respect to and Lot or Dwelling Unit . The Bylaws may
establish procedures for voting when the title to a Dwelling
1 .
Unit or Lot is held in ' the name of a corporation or more than
one person or entity .
(b) Class "'J"
Class "a" members shall be the Owners of the ( 1 )
golf course and its related amenities ( 2 ) ,the dry boat storace
and its related facilities once constructed and ( 3 ) any other
Recreational Amenity which is operated as an ongoing business
enterprise . The Owner of the golf course recreational amenity
shall be entitled to 100 votes , thetheboat
0 Owner of dry
storace and related facilities shall be entitled 50 votes .
Should the Declarant build cr erect any other Recreational
Amenity as an ongoing business enterprise it .steal! have the
right to assign the number o_` votes in the Association to the
CW:ier of that Recreational Rate n_tv.
( c ) Class ".C"
( _ ) Declarant .The Class "C" Memoer is the Dec_a� t . The Class
"C" i, shall be uE entitled tG three votes for each Lot or
Dwelling Unit in which it holds the interest required for
membership by Section i; provided that The Class "C" membership
shall Cease and. become converted to Class "A" membership on the
19 .

happening cf the earlier of any of the following events :
1 . When the total votes outstanding in the Class
membership equal the total votes outstanding in
the Class "C" membership; or
2 . At an, earlier time that the Declarant , in i is
sole discretion , voluntarily converts its Cass
"C" membership to Class "A" rreribershio .
3 . On December 31 , 1997 , if not sooner converted
under ( 1 ) or ( 2 ) .
From and after the harreninc of the earlier cf t-ese •
events , the. Class "C" mender shall be deemed to be a Class "A"
Member entitled to one vote for each Lot or Dwelling Unit in
which it holds the interest required for membership under
Section I .
( ii ) Notwithstanding any provision in pa ram ph ( i ) c,f
this subsection ( c) to the contrary, the Declarant shall have
the richt to a_ .drt the ?c•ard of Diretors ( who need not be
members cf the Association ) until the occurrence of e- trier of
the following Gvents :
1 . Ninety days after the Declarant no longer holds
the title to 25% of the Development ; or
2 . - e ..mac-avant relinguiPhPs its right described in
clause one of this sentence .
20 .

Upon the occurrence of either ( I ) or ( 2 ) in the
preceding sentence, then the existing, members shall be
obligated to elect the Board and assume control of the
Association .
Section 3 . TURNOVER : Within ninety ( 90 ) days after
the happe nitro o_f the events described it paragraph C ( i_ ) 1 or
2 of section two of this Article 4 , the Association shall
conduct a special meeting of the membership, hereinafter called
the Turnover Meeting , for the purpose of electing officers and
directors , provided however that so long -as the Declarant is
the Owner of one Lot or Dwelling Unit governed by the
Association, the Declarant shall be entitled to appoint at
least one member to the Board of Directors .
ARTICLE FIVE
Covenant For _A ccciccment`
Section 1 . C_EA IDi+ OF TH7 LIEN ,:D PE^E3I Z'•
OEL_G AT:o!- OF ASSESSMENTS : Except as hereinafter more f!lly
pro:-ide , the Declarant for each Lot , Recreational Amenity or
Dwelling Unit owned by it which is subject to this Master
Declaration hereby covenants and each Owner of any Lot ,
Recreational Amenity or Dwelling Unit, by acceptance of a deed
therefore , whether or not it shall be so expressed in the
particular deed of conveyance shall be deemed to covenant and
agree to pay to the Association: ( 1 ) Annual Assessments and
( 2 ) Special Assessments for capital improvements and .other
21 .

assessments to be fixed, established, and collected from time
to time as hereinafter provided. The Annual and Special
Assessments, together with such interest Lhereon and costs of
collection thereof as hereinafter provided, shall also be the
personal obligation of the person who was the Owner of such
property at the time when the assessment fell due . Each Member
expressly covenants, by acceptance of a deed, that liens may be
placed against the Owner ' s Lot, Dwelling Unit or Recreational
Amenity for nonpayment of assessments .
Section 2 . PURPOSE OF ASSESSMENTS : The assessment
levied by the AssociaLion for common expenses shall be used
exclusively for the general purposes of promoting the
recreation , health, safety, welfare, common benefit and
enjoyment of the Owners and occupants of the development and
maintaining the development and improvements therein, all as
may be more specifically authorized from time to time by the
Board of Directors . The common expenses to be funded by the
annual assessments may include but shall not necessarily be
limited to the following : ( a) management fees and expenses of
administration; ( b) utility charges for utilities serving the
common areas and charges for other common services for the
development including trash collection and security services if
any such services or charges are in fact paid by the
Association;• ( c) the cost of insurance coverage as the Board of
Directors determine to be in the interest of the Owners; ( d)
22 .

the expenses of maintenance, operation and repair of the common
areas; ( e) the expenses of the Architectural Standards
Committee which are not defrayed by plan review charges; ( f )
any ad valorum or personal property taxes assessed or levied
against the Common Areas; (g) the expense of maintenance,
operation, repair and reconstruction of any and all roadways,
pathways,, trails, lagoons, waterways and land scaped areas
within the property which have not been conveyed to the
Association; and ( h) all expenses associated with providing
security services to the Development; and ( i ) the establishment
and maintenance of a reasonable reserve fund for maintenance,
repair and replacement of the Common Areas, to cover emergency
repairs as a result of casualties which are not covered by
insurance and to cover unforeseen operating contingencies or
deficiencies arising from unpaid assessments; and ( j ) such
other expenses as may be determined from time to time by the
Board of Directors of the Association to be common expenses .
Planned Unit Development Associations or Condominium
Associations shall be the collecting agents for or on behalf of
the Association where such organizations exist and will collect
all annual assessments and special assessments as fixed by the
Association.
Section 3 . DATE OF COMMENCEMENT OF "ANNUAL
ASSESSMENTS" ; DUE DATE; ASSESSMENT PERIOD : The annual
assessment provided herein for Class "A" members shall commence
upon conveyance of a Lot or Dwelling to the Class "A" member .
23 .

The annual assessment for the Class "B" Membership shall
commence on the first day of the month following the date the
Recreational Amenity is open and operating as an ongoing
enterprise. Once the assessment period has commenced the
assessments shall thereafter be due on the first day of every
assessment period as this term is defined in the Bylaws of the
Association. There is no commencement date for the Class "C"
member .
Section 4 . BASIS AND AMOUNT OF THE ANNUAL
ASSESSMENTS : The total annual assessments shall be divided
among the Lots, Dwellings and Recreational Amenities as
follows: The Owner of each Dwelling unit in the property shall
pay an annual assessment, which beginning in the year 1988
shall be not less than $150 . 00 . The Board is granted the right
to assess a larger amount" based on the actual costs in carrying
out its duties for the year 1988 . The range of annual
assessment for each Dwelling Unit after the year 1988 may
thereafter be increased in proportion by the greater of either
10% of the assessments for the previous year or by the
percentage increase, if any, for the then current year in the
Consumer Price Index ( all urban consumer , U . S . City average,
all items 1967 = 100 or its succeding index ) . When the club
house, swimming pool, tennis courts and common facilities are
added by the Declarant, the limitation on assessment increase
will be waived in order to allow these extra charges to be
24 .

included in the annual budget . Once these additional charges
are absorbed into the annual assessment, the assessment cap
shall apply to future years, unless some additional common
facilities requiring adjustment is added, in which event the
cap will be waived for the year of such addition.
The Owner of each Lot in the Development shall pay an
assessment in an amount equal to 75% of the annual assessment
for the Dwelling Unit . For the purpose of this assessment a
property will be classed as a Lot and not as a Dwelling Unit
until construction is completed on the Dwelling . The
assessment as a Dwelling Unit shall begin on the first day of
the fiscal year thereafter .
The Owner of each Recreational Amenity shall pay an
assessment determined by multiplying the number of votes
assigned to it times the assessment for an individual Dwelling .
Until the time of turnover to the Association the
Declarant shall not pay any annual or special assessment;
however , the Declarant shall pay the difference in cost between
the sum of all annual assessments collected from Class "A" and
Class "B" members and the actual cost of operation of the
Association. After turnover, the Declarant shall not be
obligated to pay an annual or special assessment on any
Dwelling or Lot owned by it . Notwithstanding any other
provision to the contrary in this Master Declaration, the
Declarant may at any time commence paying assessments as to
Dwelling Units or Lots owned by it and thereby automatically
25 .

terminate its obligation to fund deficits , but at any time
thereafter the Declarant may again elect to follow the
procedure specified in the preceeding sentance .
Section 5 . SPECIAL ASSESSMENTS : In addition to the
Annual Assessment authorized by this Article Five, the Board
may levy in any Assessment Year a Special Assessment ,
applicable to that year only, for the purpose of defraying , in
whole or in part, the cost of any construction or
reconstruction, unexpected repair or replacement of a described
capital improvement upon the Common Areas including the
necessary fixtures and personal property related thereto, or
for other purposes deemed appropriate by the Association . The
due date of any Special Assessment under this Article shall be
fixed in a resolution authorizing such assessment . The
Declarant shall not be obligated to pay a Special Assessment
levied on any Dwelling Unit or Lot owned by it .
Section 6 . CHANGE IN BASIS AND MAXIMUM AMGUN_' OF THE
ANNUAL ASSESSMENT : Subject to the limitations of Secticn 4 and
for the periods therein specified, the Board may change the
maxim-um and basis of the assessment fixed by Section 4 for any
such period, provided that written notice containing a copy of
the newly adopted budget outlining the assessment change is
sent to all members at least thirty ( 30) days in advance of the
effective date of the adopted change .
26 .

Section7 .. DUTIES OF THE BOARD OF DIRECTORS : The
Board of Directors of the Association -shall prepare a roster of
Owners and assessments applicable thereto which shall be kepi
in the office of the Association and shall be open to
inspection by any Owner . Written notice of the assessment for
each Assessment Year shall be sent to every Owner subject
thereto at least thirty ( 30 ) days prior to the commencement of
the Assessment Year.
The Association shall, upon demand at any time,
furnish to any Owner liable for an assessment a certificate in
writing signed by an officer of the Association setting forth
-whether the Assessment has been paid. The certificate shall be
conclusive evidence of payment of any assessment therein stated
to have been paid.
Section 8 . EFFECT OF NON-PAYMENT OF ASSESSMENT : THE
PERSONAL OBLIGATION OF THE OWNER;. THE LIEN; REMEDIES OF THE
ASSOCIATION; LATE FEES; RESALE CERTIFICATE : If an assessment
is not paid on the date when due ( being the dates specified in
Section 3 and Section 5 hereof) , then it shall become
delinquent and shall, together with interest thereon become a
continuing lien on the prooerty . which shall bind such property
in the hands of the then Owner, his heirs , devisees, personal
representatives and assigns . The personal obligation of the
then Owner to pay such assessment, however, shall remain his
personal obligation for the statutory period . Provided,
27 .

however , unless the Seller obtains from appropriate officers of
the Association at closing, a certificate attesting to the fact
that all assessments are paid and present such certificate to
the purchaser at closing, the purchaser shall be conclusively
presumed to have assumed such past due assessments and shall
also become forthwith liable therefore. The Owner requesting
the certificate shall pay to the Association a reasonable sum
to cover the costs of examining records and preparing the
certificate. If the assessment is not paid within thirty ( 30 )
days after the delinquency date, the assessment shall bear
interest from the date of delinquency at the rate established
by the Board of Directors not to exceed the maximum legal rate
of interest, and the Association may bring an action at law
against the Owner personally obligated to pay the outstanding
assessment and/or bring an action to foreclose the lien against
the property; and there shall be added to the amount of such
assessment all costs of collection, including , but not limited
to the cost of preparing and filing the complaint in such
action, the cost of any and all attorneys ' fees incident to
collection whether or not suit is brought , including attorneys '
fees on appeal . In the event a judgment is obtained, such
judgment shall include interest on the assessments as provided
above and a reasonable. attorneys ' fee to be fixed by the Court,
together with costs incident to the action.
28 .

In addition to the foregoing remedies, the Board of
Directors may assess a "Late Fee" of twenty percent ( 20% ) ,
compounded annually, on the delinquent assessment for each
Annual or Special Assessment which is more than ten ( 10 ) days
delinquent, for the purpose of helping defray collection costs .
Section 9 . SUBORDINATION OF THE LIEN TO MORTGAGES :
The lien for the assessments provided for in this Declaration
shall be subordinate to the lien of any mortgage now or
hereafter placed upon an Owners property subject to assessment;
unless such assessment is secured by a Claim of Lien that is
recorded prior to the recording of such mortgage.
ARTICLE FIVE
Maintenance
Section 1 . OWNER'S RESPONSIBILITIES : Maintenance and
repair of Lots, Dwellings and Recreational Amenities, together
with all improvments thereon and all lawns, landscaping and
grounds shall be the responsibility of the Owner or multi
family association with responsibility thereof . Each Owner or
multi-family association, shall maintain its Lot , Dwelling or
Recreational Amenity in a neat, clean and sanitary condition.
Such responsibility shall include the maintenance and care of
all exterior surfaces of all Dwellings , buildings and other
structures as well as lawns, trees, shrubs, hedges, grass and
other landscaping. Each Owner or Multi-Family Association with
responsibility shall also be obligated to pay for any costs
29 .

incurred by the Association for repairing, replacing,
maintaining or cleaning any items which they fail or refuse to
discharge. Except for the Declarant or the Owners of any
Recreational Amenities, no Owner or- Multi-Family Association
shall decorate, change or otherwise alter the appearance of any
portion of the exterior of any Dwelling or building or the land
scaping, grounds or other improvements unless such decoration,
change or alteration is first approved in writing by the
Architectural Standards Committee as hereinafter established.
Section 2 . ASSOCIATIONS RESPONSIBILITIES : Unless
otherwise provided, the Association shall maintain and keep in
good repair the Common Areas including any improvements or
structures located thereon and in addition it shall provide
lawn and landscaping maintenance to the individual lots or
units in any multifamily area provided that the Supplemental
Declaration for such area requires the association to provide
this service. No diminution or abatement of assessments, fees
or- charges, however, shall be claimed or allowed by any Owner
by reason of any alleged failure of the Association to take
some action or to perform some function required to be taken or
performed by it under this Declaration.
In the event the -Board determines that any Owner or
responsible multi-family association has failed or refused to
carry out its .duties under this Article, the Association shall
take such action as is necessary to restore the property to the
30 .

conditions required under this Article. Entry upon any
property for this purpose by the Association, its agents or
employees shall not be deemed a trespass . Except in emergency
situations; however, the Association shall give such Owner or
responsible multi-family association 15 days notice prior to
its entry on the premises to perform such work. This right in
favor of the Association shall not, however, impose any
obligation upon the Association to undertake any particular
corrective action. In the event the Association does however,
take any corrective action as regards any property the Owner
thereof shall promply reimburse the Association for all costs
and expenses incurred in such corrective action.
ARTICLE SIX
Insurance and Causalty Losses
Section 1 . PROPERTY AND CASUALTY INSURANCE - Property
and casualty insurance on the Common Areas shall be maintained
through the Association in an amount equal to the maximum
insurable value thereof . The Association shall also purchase
such other insurance as may be necessary on the Common Areas
for the purpose of properly protecting the Association. The
Association may also purchase liability insurance covering the
Association' s Directors and Officers .
Section 2 . PREMIUMS : The premiums for all insurance
policies purchased by the Association shall be deemed to be
general expenses of the Association and shall be paid by the
31.

members through the Annual Assessment against each Dwelling
Unit, Lot and Recreational Amenity as provided in this
Declaration.
Section 3 . DAMAGE OR DISTRUCTION TO COMMON AREAS :
Should any part of the Common Areas be damaged or destroyed the
Association shall cause it to be repaired or replaced if the
insurance proceeds together with available reserves are
sufficient to do so. If the Board determines these funds are
insufficient and therefore a special assessment is necessary to
complete the repair or replacement, then the members of the
Association shall be given notice of the amount of the ' special
assessment and an opportunity to vote on the question. .The
special assessment shall be imposed by the Board unless 65% of
the total Association membership votes no .
ARTICLE SEVEN
Condemnation
CONDEMNATION OF COMMON AREAS : Should any portion of
the common areas be taken through eminent domain or conveyed by
deed in lieu of condemnation by the Association the award or
proceeds made or collected by the Association shall be
disbursed or held as follows : ( a) to the extent practical in
the discretion of the Board the funds shall be used for the
replacement of the condemned facility on some other pert of the
common area; ( b) if replacement at some other location within '
the common area is not feasible then these. funds shall be added
32 .

to the reserves held by the Association; or ( c) should the
Board deem the funds not necessary for addition to the reserves
then these funds shall be . disbursed on a pro-rate basis to the
membership of the Association.
ARTICLE EIGHT
Administration of the Common Areas
Section 1 . MANAGEMENT : The Association, subject to
the rights of the Declarant and the rights and duties of the
Owners as set forth in this Declaration, shall be responsible
for the exclusive management and control of the Common Areas
and all improvements located thereon.
Section 2 . DUTIES AND POWERS : The duties and powers
of the Association shall be those set forth in ( a) Chapter 55A
of the North Carolina General Statutes as it applies to
non-profit Corporations, ( b) this Decldidtion ( c) the Bylaws
and ( d) the Articles of Incorporation of this Corporation .
Should there be conflicts or inconsistances between any of
these documents then the order of authority shall be the
General Statutes, this Declaration, the Articles of
Incorporation and the Bylaws . Notwithstanding any other
provision in this Master Declaraton to the contrary, as long as
the Declarant shall own any Lot, Dwelling, or Recreational
Amenity in the Development the Association shall not, without
the consent of the Declarant, borrow money or pledge, mortgage,
or hypothecate all or any portion of the Common Areas .
33 .

Section 3 . AGREEMENTS : All Agreements and actions
lawfully authorized by the Board of Directors shall be binding
upon all Owners, their heirs, successors and assigns . The
Association may perform its duties and responsibilities through
its Board of Directors and further shall have the authority to
deligate to persons of its choice such duties as may be
determined by the Board of Directors to be expedient. The
Board shall have the power to employ such managers, agents and
employees as necessary in its discretion to carry out its
functions under this Declaration. In addition the Association
may pay for and the the Board of Directors may hire and
contract for such legal, accounting and other professional
services as are necessary or desirable in connection' with the
operation of the Development or enforcement of this Declaration
or the Bylaws or the rules and regulations of the Association .
Section , 4 . RESTRAINT ON TRANSFER : The shares of the
Owners in the funds and assets of the Association can not be
individually assigned, hypothecated or transfered in any manner
except to the extend that a transfer of ownership of a Lot, '
Dwelling or Recreational Amenity also transfers the membership
in the Association which is an appurtenance to such Lot,
Dwelling or Recreational Amenity.
Section 5 . RULES AND REGULATIONS : The Association
acting through its Board of Directors may make and enforce
reasonable rules and regulations governing the use of the Lots,
34 .

Dwellings, Multi-Family Areas and Common Areas . These rules
and regulations shall be consistant with the rights and duties
established by this Declaration.
ARTICLE NINE
Architectural and Landscaping Standards
and General Prohibitions
Section 1. PURPOSE : In order to preserve the natural
setting and beauty of the Development, to establish and
preserve a harmoneous and ascetically pleasing design for the
Development, to protect and promote the value of the
Development, the Lots, Dwellings, Recreational Amenities, Multi
Family Areas and all improvements located therein or thereon
including landscaping shall be subject to the restrictions set
forth in this Article. Every Grantee of- any interest to any
property in the Development, by acceptance of a deed or other
conveyance of such interest, agrees to be bound by the
provisions of this Article.
Section 2 . ARCHITECTURAL STANDARDS COMMITTEE (ASC ) :
The Board of Directors, at its first meeting, shall establish
an Architectural Standards Committee (ASC ) . The ASC shall
consist of not less than three ( 3 ) nor more than five ( 5)
members . The members of the ASC shall serve at the pleasure of
the Board of Directors. The ASC is authorized to retain the
services of consulting architects, landscape architects,
engineers , inspectors, attorneys and or any other professionals
35 .

it deems appropriate in order to advise and assist it in
performing its functions under this Article. The members of
the ASC may be paid a stipend or honorarium as established from
time to time by the Board.
Section 3 . PERMITTED IMPROVEMENTS : No improvements
of any nature whatsoever, specifically including landscaping
shall be constructed, altered, added to, placed or maintained
upon any part of the Development except : ( a) such improvements
as are approved by the Committee in accordance with this
Article, or ( b) any Dwelling or other improvements including
Recreational Amenities which are constructed by the Declarant,
or ( c) any other improvements which under this Article does not
require the consent of the Committee .
Section 4 . PLACEMENT OF IMPROVEMENTS :
a . Except for construction by the Declarant, all
buildings , structures or other imporvements shall be placed on
the Lot or Multi-Family Area under the supervision of the
Committee. The Committee, to assure that Dwellings and other
structures will be located so that the maximum view, privacy
and breezes will be available shall take into consideration the
topography of each Lot and also the location of trees,
vegitation, other aesthetic and environmental considerations ,
as well as the precise site and location of any other Dwellings
or structures within the Development . Should the Committee
elect to require specific set-back lines they shall be shown on
36 .

the plat of the Lots or parcels to which these specific
requirements apply. Even in those cases, where specific
set-back lines are shown on the plat the Committee shall have
the right, in its discretion, to grant a varience if it deems
appropriate in order to protect some particular environmental
or aesthetic consideration.
b. The Committee, in its discretion, may require any
Owner or contractor for any planned improvement within the
Development to post a payment and or performance bond with it
to assure. satisfactory completion of such improvement . The
bond shall be in form and amount as deemed satisfactory to the
Committee. The Committee, may in lieu of requiring the posting
of a payment or performance bond, accept a sum satisfactory to
it to be held by the Committee in escrow in order to assure the
completion of all of the improvements including landscaping in
accordance with the approved plans and specifications and
within the time periods provided within this Article .
c . The exterior of any improvement permitted under
this Article shall be completed within the time specified in
Section 9 of this Article, unless the Committee allows a longer
time period. Should the improvements, .including landscaping ,
not be completed within the provided time. periods, the
Committee shall be entitled to collect on or .enforce payment
under the bonds. If the Committee has accepted funds in escrow
in lieu of the bonds it shall be entitled to retain any such
37 .

sums as a penalty for failure to complete the work within the
alloted time. Any escrow funds held by the Committee shall be
invested in an interest bearing account and the interest
thereon shall be the property of the Owner should he become
entitled to a return of the escrow funds , or the Association' s
in the event of forfieture.
d . No structure may be temporarily or permantly
occupied until a certificate of occupancy has been issued by
the Committee. Further, no structure shall have the permanent
electrical service connected by Brunswick Electric Membership
Corporation ( the electrical supplier) until the certificate of
occupancy has been issued by the committee . No temporary
structure of any kind shall be permitted within the Development
except in connection with an on going building project . Any
such temporary structure shall be immediately removed from the
Development when the building is completed. Temporary
structures for social functions may be permitted by the Board
for specific functions provided such structures are immediately
removed from the Development after the function is terminated .
No stable, poultry house or yard, dog pen or other similar
structure may be allowed on any property within the
Development . No outside clothes drying facilities may be
allowed within the Development except as may be allowed in any
Supplemental Declaration. During construction the Owner shall
require his contractor to maintain the property in a
•
38 .

reasonably clean and uncluttered condition. To the extent
possible, all construction trash and debris shall be kept
within refuge containers . Upon completion of the structure the
Owner and the contractor shall cause immediate removal of all
equipment, tools and construction materials including debris
from the Lot .
Section 5 . ARCHITECTURAL APPROVAL :
a. To preserve the architectural and aesthetic
appearance of the Development all plans and specifications for
any structure or improvement whatsoever ( except as permitted in
Section 3 of this Article) to be erected in the property
including the proposed location thereof, the construction
material, the roofs and exterior color schemes, any later
changes or additions after initial approval thereof , any
remodeling, reconstruction, alterations or additions thereto,
shall be subject to and shall require the written approval of
the Committee before any, such work is commenced .
b. The Owner shall submit to the Committee such plans
and specifications for any and all proposed improvements as may
be required by the Committee. The plans shall show the
location on the Lot or parcel of the structures proposed to be
constructed, altered, placed or maintained together with the
proposed construction material, color schemes exterior
elevations and any other details required by the Committee.
c . The ASC shall approve or disapprove plans,
39 .

specifications , and details within thirty ( 30 ) days from the
receipt thereof . One ( 1) set of said plans .and specifications
and details with the approval or disapproval endorsed thereon,
shall be returned to the person submitting them and the other
copy thereof shall be retained by the Committee for its
permanent files.
d. The Committee shall establish written
architectural and aesthetic criteria to be used in reviewing
all plans, specifications and details submitted for its
approval. The criteria shall be subject to revision by the
Committee. In addition, the ASC may establish such
administrative procedures and 'rules as it deems expedient to
facilitate the administration of this Article .
e. The Committee shall have the right to disapprove
any plans, specifications or details submitted to it in the
event they are not in the opinion of the ASC - in accordance with
( 1) any of the provisions .o•f this Master Declaration, ( 2 ) the
written criteria established by the ASC or ( 3 ) the general plan
of the Development, or ( 4 ) if the design or color scheme of the
proposed structure( s) is not in harmony with the general
surroundings of such Lot or Parcel or with the adjacent
structures, ( 5 ) if the plans and specifications submitted are
incomplete, or ( 6 ) _ in the event . the Committee deems the plans,
specifications or details, or any part thereof , to be contrary
to the interests, welfare or rights of all or any part of the
40 .

Development subject hereto, or the Owners thereof .
f. Prior to commencement of construction, a building
certificate must be obtained from the Committee and prior to
occupancy, an occupancy permit must be obtained from the
Committee. The Committee or its agents shall have the right to
inspect all construction to insure that the structure is in
accordance with the approved plans, specifications and
details . No structure. or improvement shall be made unless it
conforms strictly to the approved plans, specifications and
details. These required certificates are in addition to those
required by the local, county, or state authorities .
g . As part of the building permit application, the
Owner must submit, if needed, plans for installing a culvert in
the drainage ditch where his driveway is to cross the drainage
ditch between the roadway and Lot or Parcel. The cost of the
culvert and covering is to be borne by the Owner and the
construction specifications must meet the ASC ' s approval . The •
culvert must be installed before any construction may begin on
the Lot or Parcel .
Section 6 . LANDSCAPING APPROVAL :
a. To preserve the aesthetic appearance of the
Development, no landscaping , grading , excavating, or filling of
any nature shall be implemented or installed by anyone other
than the Declarant, unless and until the plans therefore have
been submitted to and approved in writing by the Committee .
41 .

b. The proceedure outlined in section five of this
Article shall apply in all respects to this section.
c . The landscape and grading plans shall be reviewed
and approved with consideration of the harmony of the proposed
landscaping design, the environmental character of the
surrounding area, the preservation of natural drainage
patterns, the visual impact on the surrounding areas and the
establisment of adequate shading and buffering in regard to
individual Lots . The landscaping plan shall be in general
confirmaty with the overall landscaping plan of the golf
course .
d . Unless located within five ( 5 ) feet of a building
or parking area, no tree, shrub,, bush or other vegitation
having a trunk diameter of six ( 6 ) inches or more at a point of
four ( 4 ) feet above ground level shall be cut removed or
mutilated, provided this does not apply to dead or deseased
trees or shrubs . If any such tree, bush or shrub is removed
without approval of the Committee the Owner shall replace it
with a tree, bush or shrub of comparable value. In the event
the Owner fails , within thirty ( 30 ) days, to satisfactorily
replace the tree, bush or shrub removed, the Owner shall pay
the Association a damage fee ( as set by the ASC ) upon demand of
up to $2 ,500 . 00 per lost or removed -tree, bush or shrub. The
Association through its agents and employees, shall have the
right to enter the property for the purpose of replacing the
42 .

tree, bush or shrub. Liquidated damages provided for herein
shall become a lien on the property of the Owner .
e . The Committee shall promulgate standards and
criteria for the landscaping plans in general . A copy of the
criteria may be obtained from the Committee .
f . The Owners of the Recreational Amenities are
hereby exempted from the provisions of the landscaping plan.
Section 7 . APPROVAL NOT A GUARANTEE : Approval of
plans, specifications and the publication of architectural and
landscaping standards shall not be considered as representing
or implying that the plans, specifications or standards if
followed will result in properly designed improvements .
Neither the Declarant, the Association, the Committee nor any
architect or agent thereof shall be responsible or liable in
any way for defects in any such plans or specifications
submitted, revised or approved pursuant to the terms of this
Article.
Section 8 . TEMPORARY STRUCTURES : No temporary house,
trailer , tent, garage , or other building shall be placed or
erected on any Lot or Parcel, provided, however, that the
Association may grant permission for any such temporary
structure for storage of materials during construction . No'
such temporary structure as may be approved shall be used at
any time as a Dwelling place.
43 .

Section 9 . COMPLETION OF STRUCTURES : Once
construction or improvement is started on any Single-Family
Detached Dwelling , it must be substantially completed in
accordance with the plans and specifications as approved within
six ( 6 ) months from date of commencement . Once construction or
improvement is started on any Multi-Family Attached Dwelling
building, it must be completed within 12 months from date of
commencement. Landscaping shall be completed within ninety
( 90 ) days of occupancy in any case.
Section 10 . ANIMALS AND PETS : No animal or livestock
of any description, except the usual household pets , .shall be
kept on any Lot or Dwelling . Should the household pet be a dog
or other. large pet , it shall be kept in the Dwelling or kept on
a leash accompanied by a person and shall not be allowed to run
loose in the Development .
Section 11 . STORAGE -RECEPTICALS : Every fuel storage
tank shall be buried below the surface of the ground or
screened to the satisfaction of the ASC . Receptical for ashes ,
trash, rubbish or garbage shall be buried below the surface of
the ground or screened to the satisfaction of the ASC.
Section 12 . MAINTENANCE OF UNOCCUPIED LOTS : All
unoccupied Lots or Parcels, shall be well-maintained, and no
unattractive growth or accumulation of rubbish or debris shall
be permitted . All unoccupied Lots or Parcels shall , as a
44 .

minimum, be mowed or bushhogged at least once during the period
commencing with September 1 and ending with October 15 .
Section 13 . OeFENSIVE AND ILLEGAL. ACTIVITIES : No
noxious, offensive or illegal activities shall be carried on
within the Development nor shall anything be done that shall be
or become an unreasonable annoyance or nuisance.
Section 14 . REPAIR OR REMOVAL OF BUILDINGS : Any
building which may be destroyed in whole or in part by fire,
windstorm or from any other cause or act of God must be rebuilt
or all debris removed and the Lot or Parcel restored to a
sightly condition with reasonable promptness, provided,
however, that in no event shall such debris remain longer than
three ( 3 ) months .
Section 15 . OUTSIDE BURNING : No outside burning of
wood, leaves , trash, garbage or household refuge shall be
permitted, except in accordance with a validly issued burning
permit from Brunswick County and the Declarant or the
Association .
Section 16 . DIVISION OF SINGLE-FAMILY LOTS : No
Single-Family Detached Dwelling Lot shall be subdivided, or its
boundary lines changed by its Owner, except with the written
consent of the Declarant . However, the Declarant hereby
expressly reserves to itself, its successors or assigns, the
right to replat any two ( 2 ) or more Single-Family Detached Lots
shown on a plat thereof prior to delivery of a deed in order to
45 .

create a modified Single-Family Detached Dwelling Lot . The
Declarant may also create a modified Single-Family Detached
Dwelling Lot by the sale of two or more adjacent Lots to one
party, followed by the construction thereon of a Dwelling Unit
in such a manner as to require the total Lots to be treated as
one modified Lot in order to meet the set back and side line
requirements, without the necessity of replatting. The
restrictions and covenants herein apply to each Lot so created .
Section 17 . MOTOR VEHICLES AND NOISE LEVEL : No •
motorcycle or motorbike shall be used on the streets except for
the purpose of coming to or from the state highway to a
particular Lot or Dwelling . No dirt bike, go-cart, or similar
vehicle may be used within the Development at all under any
circumstances. All motor vehicles operated in the Development
shall have quiet mufflers . Further, no person shall operate
any motor vehicle in the Development unless he holds a valid
drivers ' license.
Section 18 , EXTERIOR MAINTENANCE OF BUILDINGS : The
exterior portion of all buildings or structures located on any
Lot or Parcel together with the yards, shrubbery and common
area associated therewith, if any, shall be maintained in a
sightly condition. Should the Association deem affirmative
enforcement of this provision necessary, it shall appoint an
aesthetic committee . Upon recommendation of the aesthetic
committee and concurrence by the Board of Directors of the
46 .

Association, the Association shall notify the offending
property Owner or the Multi-Family Owners Association having
specific maintenance responsibility for the offending property ,
as the case may be, of the aesthetic deficiency, and the action
necessary to correct the deficiency, whereupon the Owner or
Multi-Family Owners, as the case may be, shall correct the
deficiency within 15 days . If they fail to do so, The
Association may do so and the owners shall reimburse the
Association for the cost of such repair immediately upon
receipt of the bill .
Section 19 . ADDITIONAL RULES : The Declarant, until
Turnover and thereafter the Board of Directors of the
Association, may establish such additional rules and
regulations as may be deemed for the best interest of the
Owners in the subdivision.
Section 20 . SIGNS : Except as may be required by
legal. proceedings, no signs or advertising poster of any kind
( specifically including for sale or for rent) shall be
maintained or permitted within any windows, on the exterior of
any improvements or on any Lot or Parcel located within the
Development . Notwithstanding the foregoing, however , the
restrictions of this section shall not apply to the Declarant ,
In addition, the Board of Directors shall have the right to
erect reasonable and appropriate signs on any portion of the
Common Areas, Notwithstanding the foregoing, however , the
Architectural Standards Committee may allow ( a) one temporary
sign during construction displaying the name of the General
Contractor and the Architect; and ( b) a. permanent name
47 .

identification sign displaying the name of the Owner of the lot
or unit.
Section 21 . ANTENNAS : No television or radio
antennas or other similar devise shall be attached or installed
on any Dwelling or located within any portion of the
Development, unless contained entirely within the interior of
the building . The Declarant or the Association may, however,
install equipment necessary for master antennas for security,
cable television, mobile radio or other similar systems within
the Development . Should cable television services not be
available or adequate television reception not otherwise be
available to an Owner in the Development then the Owner may
make written application to the ASC for permission to install
an outside television antenna. The ASC may, but need not ,
approve such application.
Section 22 . WATER : No private water wells may be
drilled or maintained on any Lot or supply water to any
Dwelling unless the public water system serving the Development
has not been installed adjacent to the Lot or Dwelling . Should
a private well be installed prior to the availability of the
central water system line , then upon installation of the
distribution line adjacent to the Lot or Dwelling, the Owner
shall disconnect the private well and remove the pump from the
premises and derive water from the central system serving the
Development . All Owners shall pay the regular fees and charges
48 .

to the utility providing the service, should the Owner fail for
15 days after notice of the delinquencies to pay it, the
utility or the Association, as the case may be may discontinue
the service and deny reconnection until the delinquent bill
plus reconnection fee is paid.
Section 23 . GOLF COURSE AREAS : Owners of Lots and
Dwellings adjacent to the golf course fairways and greens, as
well as their families , tenants, guest, invitees and pets shall
be obligated to refrain from any action which would distract
from the playing qualities of the golf course. The Owners
shall be responsible for their pets and shall not allow the
pets to make loud noises such as barking or run loose or walk
on the fairways, pick up the ball or otherwise interfere with
play.
Section 24 . SALES AND CONSTRUCTION .ACTIVITES : The
Declarant, its agents, employees, successors and assigns may
maintain such facilities and carry on such activities as may be
reasonably convenient or incidental to the completion,
improvement and sale of Lots or Dwellings within the
Development including without limitation the right to install
and operate construction trailers, sales offices, signs and
model Dwellings. The right to maintain such facilities and
carry on such activities shall include the right to use
Dwellings, as models and to use any Dwelling as an office for
the sale of Lots or Dwellings and related activites. In
49 .

addition, the Declarant shall have the right to construct,
maintain, and operate a sales and or rental office at any site
it deems expediant in the Development .
ARTICLE TEN
Enforcement
Section 1 . RULES AND REGULATIONS : The Board of
Directors is specifically granted the power to pass rules and
regulations for purposes of enforcing this Declaration.
Section 2 . INVALIDATION : Invalidation of any one of
these covenants or restrictions by judgment or court order
shall in no wise affect any other provision, which shall remain
in full force and effect .
Section 3 . PRIORITY OF LAND USE DOCUMENTS : This
Master Declaration shall take precedence over conflicting
provisions in the Articles of Incorporation or the Bylaws of
the Association and the Articles shall take precedence over the
Bylaws .
Section 4 . DURATION : This Master Declaration shall
affect and run with the land and shall exist and be binding
upon all parties and all persons claiming under them until
December 31 , 20.15 and shall continue i!n full force and effect
thereafter until 60% of the Owners have, by writen vote agreed
to amend or terminate them.
Section 5 . AMENDMENT : The Declarant reserves the
right to modify or amend this Master Declaration at any time
50 .

without prior notice and without the consent of any person or
entity or the Association for any purpose whatsoever, provided
any such amendment or modification may not materially alter the
basic plan of development. Once the Master Declaration has
been amended or modified such amendment or modification shall
extend to and be applicable to the Lots and Dwellings that were
sold prior to or subsequent to such amendment or modification.
Any such amendment or modification of the Master Declaration by
the Declarant shall not require the joinder of the Association
or any Lender . The Board of Directors, after Turnover, as
herein provided may also modify or amend this Master
Declaration provided any such amendment or modification may not
materially alter the basic plan of development.
Notwithstanding anything contained in this Section, to the
contrary, any amendment or termination of this Declaration
which shall materially and adversely affect the validity or
priority of the lien of or the rights of Institutional Lenders
( as hereinafter defined) holding first mortgage loans on
property located within the Development shall be required to
have the prior approval of such Institutional Lenders .
"Institutional Lender" shall mean and refer to banks, savings
and loan associations, insurance companies, other firms or
entities customarily affording loans secured by first liens on
residences and eligible insurors and governmental guarantors.
Section 6 . USE : .No Lot or Dwelling subject to this
Master Declaration shall be used except for residential
51 .

purposes unless otherwise allowed herein . Commercial uses
shall be confined to those areas established for such purposes .
Section 7 . ENFORCEMENT - GENERAL : Failure of an
Owner, his licensees, invitees, guests or members of his
household to comply with a provision of this Master Declaration
or a provision in the Bylaws, Articles of Incorporation or
Rules and Regulations of the Association shall provide the
Association with the right to bring legal action at law or in
equity, including but not limited to an action for injunctive
relief , damages , or a combination thereof against the Owner .
All costs and expenses incurred by the Association in
terminating or resolving a violation of this Declaration,
inclusive of attorneys ' fees ( whether or not litigation is
instituted) and Court costs shall be the responsibility of the
Owner determined by the Association to be in violation.
Collection of such attorneys ' fees costs and damages may be
enforced by any method described in this Master Declaration
providing for the collection of Annual Assessments, or by a
civil action to collect the debt. The Association shall
further have the right to enforce rules and regulations as may
be promulgated by the individual Condominium and/or
Multi-family Associations situated in the Development by
compelling them to enforce their own Bylaws and restrictions .
Section 8 . INTERPRETATIONS : In all cases, the
provisions of this Master Declaration shall be construed
together and given that interpretation or construction which,
52 .

in the opinion of the Declarant or the Board of Directors will
best effect the intent of the general plan of development . The
provisions of this Master Declaration shall be given full force
and effect notwithstanding the existance of any zoning
ordinance or building codes which are less restrictive.
Section 9 . SERVEABILITY : Whenever possible each
provision of this Declaration shall be interpreted in such a
manner as to be effective and valid; however, if the
application of any provision to any person or property shall be
prohibited or held invalid, such prohibition or invalidity
shall not affect any other provision or the application of any
provision which can be given effect without the invalid
provision or application and to this end the provisions of this
Declaration is declared to be servable.
Section 10 . NO TRESPASS : Whenever the Association,
the Declarant, the Architectural Standards Committee and their
respective successors, assigns, agents or employees are
permitted by this Declaration to enter upon or correct, repair,
clean, maintain, preserve or do any other action within any
portion of the Development, the entering thereon and the taking
of such action shall not be deemed a trespass.
Section 11 . NOTICES : Notices required under this
Declaration shall be in writing and shall be delivered by hand
or sent by United States Mail, postage pre-paid. All notices
to Owners shall be delivered or sent to such address as have
53 .

been designated in writing to the Association or if no such
address has been so designated by the Owner, at the address of
Lhe Owner ' s Lot, Dwelling or Recreational Amenity. All notices
to the Declarant shall be delivered or sent to the Declarant' s
main office in Brunswick County, North Carolina or to such
other address as the Declarant from time to time may notify the
Association.
IN WITNESS WHEREOF, this Master Declaration together
with covenants, conditions and restrictions has been signed and
executed by the Declarant the day and year first above written.
CHANNEL SIDE CORPORATION
CORpoai /
S-"H 'I:-4�%"F.%•,, By ?S
�N et,%. �Y�'GZ UU !
{; c, CD -is :N = President
ji v col::.- H =
A
•��••....... ^J
4
,dggp c . jape, ...2‹ee-eL:::::\
etary/Treasure,
54 .

0695. 1O ? 2
r
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I , 61.4—a-arkti-4a)--) a Notary Public
of the
County and State aforesaid, certify that `I\( xSon.`
personally came before me this day and acknowledged that he is
Secretary/Treasurer of Channel Side Corporation, a North
Carolina corporation, and that by authority duly given and as
the act of the corporation, the foregoing instrument was signed
in its name by its President, sealed with its corporate seal
and attested by him as its Secretary/Treasurer .
Witness my hand' and official stamp or seal,
this
10 day of �, �+._ti - , 1987 .
,`• 1 ` �f. 1 1
NotaryPublic` U7/-��"+
.My.,":Ca iifpfon= Expires .
STATE OF NORTH CAROLINA, Brunswick County
. ANN B. ANDERSON, NOTARY PUBLIC
The Foregoing Certificate(s) of
Recorded this 17th day of June (isxare) certified to be correct.
19 87 at 11:02 o'clock A• M.
Robert J. Robinson, Register of Deeds
. / • /bri
55 .

---� rAG[ r ��1,t _..�
77 � -' •
0E96 0532 .,
It • "�IsrRATlo��
D�OK g .--F,,uE5.32.
SUPPLEMENTAL DECLARATION CONTAINING 87 JUN 22 A"1r= 32
COVENANTS, CONDITIONS AND RESTRICTIONS
FOR SINGLE FAMILY DETACHED CUSTOM HOME LOTS f�k? Rr J. .Riinniti\O�
LOCKWOOD FOLLYt1�ISlEf' CI DEEDS
BRUNSWICK COMM N.C.
WHEREAS , on or about the 16th of June, 1987, Channel
Side Corporation ( "The Company" ) a North Carolina Corporation,
executed as "Declarant" its "Declaration of Covenants,
Conditions, and Restrictions for Lockwood Folly, ( the "Master
Declaration" ) ; and
WHEREAS, by and through the execution and recording of
the Master Declaration in Deed Book 695 at Page 968 of the
Brunswick Registry, the Company has placed those certain
Covenants, Conditions and Restrictions embodied in the Master
Declaration on the real property described therein; and
WHEREAS , pursuant to the provisions of Article II ,
Section 3 of the Master Declaration, the Company has reserved
the right to further restrict the development of any portion of
the real property encumbered by the Master Declaration by
placing such additional Covenants, Conditions and Restrictions
on any such real property as it deems necessary; and
WHEREAS, Channel Side Corporation is the owner of that
certain real property ( "The Property" ) which is more
particularly described in the plat which is duly recorded in
Map Cabinet f? at Page of the Brunswick Registry.
WHEREAS, as shown on the Plat, the Company desires to
develop the Property as Detached Single-Family Residential Lots
( "The Lots" ) , and in order to establish a unique, superior and
�I ui_) P c t b

Mir PAGE dUC; PAGE
✓ta _
0771 0596 0696 0533
integrated community within the Property, protect the value of
individual Lots and to assure the architectual environment
within The Property in keeping with the high standards of
Lockwood Folly, the Company desires to subject The Property to
the Covenants, Conditions and Restrictions set forth herein.
NOW, THEREFORE, The Company, submits and subjects The
Property to the following, Covenants, Conditions and
Restrictions:
1. Submission of Property to the Supplemental
Declaration. Pursuant to the provisions of Article II , Section
3 of the Master Declaration, The Company submits and subjects
The Property as described in Map Cabinet R Pag e351-to6the
Covenants, Conditions and Restrictions contained herein which
shall constitute equitable servitudes which shall run with the
land. Every grantee of every interest in any Lot within The
Property, by acceptance of a deed or other conveyance of such
interest, agrees to be bound by the Covenants, Conditions and
Restrictions contained herein . All land within The Property
which is not shown on the Plat as Residential Lots shall remain
property of The Company unless otherwise sold, transferred, or
conveyed. Such retained property shall include all roads,
traffic islands , lakes, ponds, wildlife areas, lagoons, golf
course holes and easements, if any, contained within The
Property.
2 .

2 . Submission of Additional Property. The Company
may at any time subject other real property to the Covenants ,
Conditions and Restrictions contained herein by recording a
plat which recites on the face thereof that the lots thereon
are subject to this Supplemental Declaration.
3 . Membership in Association. Owners of Lots within
The Property shall automatically be members of the Lockwood
Folly Property Owners Association, Inc . As members of the
Association, the owners of Lots within The Property shall be
subject to the Rules, Regulations and By-laws of the
Association as contained in the Master Declaration. Owners of
.Lots within The Property shall, in addition to their rights of
membership in the Association, be liable for the payment of all
dues and assessments imposed by said Association.
4 . Building Restrictions. No dwelling shall be
constructed on any Lot which has a height exceeding 35 feet
above the elevation of the finished surface of the first floor
of such dwelling or existing grade, whichever is greater . All
dwellings shall have a minimum of 1, 800 square feet of living
space ( heated dwelling space) . All dwellings constructed on
Lots within The Property which possess multiple floors shall
contain a minimum of 1, 500 square feet of living space ( heated
dwelling space) within the first floor of any such dwelling .
In addition, all residential structures constructed on a Lot
3 .

shall : ( a) have as a minimum first floor elevation the 100-year
flood elevation as designated on the official Brunswick County
Flood Plain Maps, on file with the Brunswick County Planning
Department; and ( b) be designed and constructed in compliance
with the requirements of the Brunswick County Building Code for
residential construction in flood hazard areas; and ( c) be
constructed according to the architectual and landscaping plans
which have been approved as to architectual style, exterior
materials, color schemes, placement on the Lot and landscaping
by the Architectual Standards Committee .
5. Service Yards. Each owner of a Lot shall provide
visually-screened areas to serve as service yards in which
garbage receptacles, fuel tanks, electric meters, air
conditioning equipment, vehicles, materials, supplies, and
equipment must be placedor stored in order to conceal them
from view from the streets and adjacent properties. Visual
barriers shall be built by the owner as directed by the
Architectual Standards Committee to shield the service yard.
6 . Use of Lots and Dwellings. Each Lot shall be used
exclusively for single-family detached residential purposes .
No trade or business of any kind may be carried on in any
dwelling , except for sales offices of the Company as permitted
in the Master Declaration. The lease or rental of any dwelling
within The Property for a period of less than three ( 3 )
consecutive months is prohibited. All lessees or tenants of
4 .

dwellings within The Property shall in all respects be subject
to the terms and conditions of this Declaration.
7 . Exterior Appearance. Unenclosed garages or
carports may not be utilized. No foil or other reflective
materials shall be used on any windows for sunscreens, blinds,
shades, or other purpose, nor shall any window-mounted heating
or air-conditioning units be permitted. All blinds, curtains
and other window treatments must conform to regulations
established by the Architectural Standards Committee. Except
within screened service yards, outside clotheslines or other
outside facilities for drying or airing clothes are
specifically prohibited. No clothing, rugs, or other items
shall be hung on any railing, fence, hedge, or wall.
8 . Water Wells . No private water well may be drilled
or maintained on any Lot if the central water system is
available to it.
9. Pets . No animal, livestock, bird, or poultry of
any kind may be raised, bred, or kept on a Lot, however, a
reasonable number of generally recognized house pets may be
kept subject to rules and regulations adopted by the
Association, through its Board of Directors. Such house pet or
pets must be kept solely as domestic pets. No pet shall be
allowed to make an unreasonable amount of noise or to become a
nuisance. Upon the written request of any owner of a Lot the
Board of Directors of the Association may conclusively
5 .

determine, in its sole and absolute discretion, whether, for
purposes of this Paragraph 9 , a particular pet is a generally
recognized house pet, or if such pet is a nuisance . The Board
shall have the right to require the owner of a particular pet
to remove it from The Property if it is found to be a nuisance
or in violation of this restriction. The Board shall have the
further right to fine any owner of a Lot ( not to exceed $50 . 00
per violation) for the violation of these restrictions by
himself or an occupant of his Lot . All Lot owners shall be
liable to the Association for the cost of repair of any damage
to the Common Areas caused by the pet of such owner or of an
occupant of such owner ' s Lot. Any such fine or cost of repair
shall be added to and become a part of that portion of any
assessment next coming due against the Lot under the Master
Declaration.
10 . Nuisance. No rubbish or debris of any kind shall
be dumped, placed, or permitted to accumulate upon any Lot, nor
shall any nuisance or odors be permitted to exist or operate
upon or arise from any Lot, so as to render any portion thereof
unsanitary, unsightly, offensive, or detrimental to persons
using or occupying any other portions of The Property. Noxious
or offensive activities shall not be carried on in any Lot or
dwelling . Each Lot owner , his family, tenants, guests,
invitees, servants, and agents shall refrain from any act or
use of a Lot or dwelling which could cause disorderly,
6 .

unsightly, or unkept conditions, or which could cause
embarrassment, discomfort, annoyance, or nuisance to the
occupants of other portions of The Property. Noxious or
offensive activities shall not be carried on in any Lot or
Dwelling which could result in a cancellation of any insurance
for any portion of The Property, or which would .be in violation
of any law or governmental code or regulation.
11 . Motor Vehicles, Trailers, Boats , Etc. There
shall be no outside storage or parking upon any Lot or the
Common Areas within The Property ( other than areas provided for
such purposes within the Common Areas, if any) of any mobile
home, trailer ( either with or without wheels) , motor home,
tractor, truck ( other than private standard size vans and
standard or compact size pick-up trucks) , commercial vehicles
of any type, motorized camper or trailer, boat or other
watercraft, boat trailer, or any other related form of
transportation device. No owner shall repair or restore any
vehicle of any kind on or within any Lot or other portion of
The Property, except ( a) within enclosed garages; or ( b) for
emergency repairs, and then only to the extent necessary to
enable the movement thereof to a proper repair facility.
12 . Mail Box and Newspaper Receptacle Design: All
mail and newspaper receptacles shall be constructed in keeping
with the plans provided by the Architectual Standards Committee.
7 .

13 . Lighting : No out door lights shall be allowed on
the Lot which project high density off-site illumination . One
driveway light shall be maintained at all times. The light
pole and fixture shall be approved by the Architectual
Standards Committee. This light shall constitute a part of the
street lighting system and shall therefore be on an automatic
light switch control so as to provide street lighting and
driveway identification from sunset in the evening to sunrise
in the morning .
14 . Garages : Unless approved by the Architectual
Standards Committee, the garage, ( which must be large enough to
support two ( 2 ) cars) which is part of the dwelling unit, shall
at all times be used as a garage and not enclosed as living
space . The garage shall be equipped with an electric garage
door opener . If the garage entrance may be seen from the
street or from adjacent lots, the garage door shall be in a
down or closed position at all times except when a motor
vehicle is being placed inside or taken outside the garage .
All motor vehicles shall be parked or stored inside the garage
or in the specific spaces inside the lot or designated by the
Architectual Standards Committee.
15 . Amendment . This Supplemental Declaration may be
amended by the Declarant at any time prior to turnover ,
provided such amendment does not alter the basic plan of
development . After turnover, as described in the Master
Declaration, the Board of Directors of the Association may
8 .

amend this Supplemental Declaration provided such amendment
does not materially alter the basic plan of development .
16 . Cummulative Effect. All of the Covenants,
Conditions and Restrictions contained in this Supplemental
Declaration shall encumber The Property in addition to those
contained in the Master Declaration. Wherever a provision of
this Supplemental Declaration conflicts with specific
provisions of the Master Declaration, the provisions of the
Master Declaration shall prevail .
17 . Binding Effect and Duration. These Covenants,
Conditions, and Restrictions shall run with the land and shall
be binding on all. parties owning any portion of The Property,
their heirs, successors and assigns, for the same period of
time as the Master Declaration including extensions thereof .
18. Enforcement . The Company, the Association or any
owner of a Lot within The Property shall have the right ( but
not the affirmative obligation) to enforce, by proceedings at
law or in equity, all the Restrictions, Conditions, Covenants,
Easements and Reservations now or hereinafter imposed by the
provisions of this Declaration; however, the failure to do so
shall not be deemed a waiver of the right to do so in the
future. Furthermore, the Company reserves for itself, and the
Association and their agents and employees the right to enter
upon any Lot for inspection.
9 .

Q 't' .7 FAG4 _ BOCK FAGS
0 7 7 I 060 ,E 0696 0541
( n
WITNESSED this c9+ - day of t -4 '- - , 1987.
• ,• :=+ ,p : u 1 CHANNEL S E CORPORATION
i zC OA LB-+ _
BY : 'Ir.4 4-72 3'1 r i>11,_.„0,—,----,-----‘
n:Y-t-,- • ILV2 • - -2r-/-r-dc-
Se retary/Trea rer
ST E OF NORTH AROLINA
COUNTY OF BRUNSWICK
I , (11,„,_R_Oki,,sbj.,),,, ', a Notary Public of the
County and State aforesaid, certify that I Y\k
personally came before me this day and acknowledged that he is
Secretary/Treasurer of Channel Side, a North Carolina
corporation, and that by authority duly given and as the act of
the corporation, the foregoing instrument was signed in its
name by its President, sealed with its corporate seal and
attested by him as its Secretary/Treasurer .
Witness my hand and official stamp or seal,
this
day of ---7.A _ , 1987 .
Pr 0J-491)----3 (A
4 Notary Public
M •• otnmi•ss1pn Expires :
/ 0:0. .,:kti e
STATE OF NORTH CAROLINA, Brunswick County
The Foregoing Certificate(s) of
Ann B. Anaersuii, Nora. . —c
22nd ft7 June i , �� (is)(are) certified to be correct.
Recorded this day �f 19 at 1: A.
M.
Robert J. Robinson, Register of Deeds
•

PAGE Ct)
, 778 r) 56 �
ILLU . Uf !t`i;!3I ANON
CCCK._178' �'; ;c_5b3
SUPPLEMENTAL DECLARATION INCORPORNA P A6o t FOR
SINGLE FAMILY DETACHED CUSTOM. rHOM �L E , ,QT, I NN
LOCKWOOD FOLLY�5`fii
l.'.
r ' T��DEE
DS
Ilf;!INS 'If:� l ;:ry. N.C.
WHEREAS, on or about the 16th day of June, 1987, Channel
Side Corporation ( "The Company") a North Carolina Corporation,
executed as "Declarant" its "Declaration of Covenants,
Conditions , and Restrictions for Lockwood Folly, (the "Master
Declaration" ) ; and
WHEREAS, by and through the execution and recording of the
Master Declaration in Deed Book 695 at Page 968 of the
Brunswick Registry, the Company has placed those certain
Covenants, Conditions and Restrictions embodied in the Master
Declaration on the real property described therein; and
k WHEREAS, pursuant to the provisions of Article II, Section
3 of the Master Declarationithe Company has reserved the right
to further restrict the development of any portion of the real
property encumbered by the Master Declaration by placing such
additional Covenants, Conditions and Restrictions on any such
real property as it deems necessary; and
WHEREAS, on or about 22 June 1987 the company caused to be
recorded a Supplemental Declaration containing .the Covenants,
Conditions and Restrictions for Single Family Detached Custom
Homes which appear in Deed Book 771, Page 594 of the Brunswick
County Registry.
A-et-
o.00
60.0o %VS_.
L.k 51 S
C.
L' %PREPARED BY
'ANDERSON & Mcl_AM
ATTORNEYS AT f

4 E:Ci )‘: PAGE
77 8 2564
WHEREAS, pursuant to Paragraph 2 thereof, -the company
reserved the right to subject additional property to the Master
Declaration and Single Family Detached Custom Home Lot
Supplemental Declaration by recording a plat of such property
which recites on the face thereof that the lots shown on the
map are subject to the Supplemental Declaration.
WHEREAS the company caused to be recordede! a map of Phase 2
which appears in Map Cabinet LL , Page LF and
the map recited that the lots thereon were subject to the
Master Declaration appearing in Deed Book 695, Page 968 and the
Supplemental Declaration appearing in Deed Book 771, Page 594
of the Brunswick County Registry.
The purpose of this declaration is to further confirm that
the lots shown in Map Cabinet LL , Pages 4-Al- of the
Brunswick County Registry for Phase 2 are subject to the Master
Declaration for Lockwood Folly above recited as well as
the Supplemental Declaration for Single Family Detached Custom
Home Lots in Lockwood Folly as appears in Deed Book 771, Page
- 594 of the Brunswick County Registry.
•
i�
` ,,,.G�tA tJ, `r�. WITNESSED this the f`/"
day of July, 1989 .
i- n o = CHANNEL SIDE CORPORATION
;• n• ' -
' ail edORPORATE
%. SEAL By Tj ice. (SEAL)
PaulD. Dennis
ATTEST:
By:
Sec tary/Treasurer

EUR PAGE
77 8 s' 565
STATE OF NORTH CAROLINA
• COUNTY OF BRUNSWICK
I, Notary Public, do hereby certify that MASON H.
ANDERSON personally came before me this day and acknowledged
that he is the Secretary/Treasurer Of CHANNEL SIDE, a North
Carolina Corporation, and that by authority duly given and as
the act of the corporation, the foregoing instrument was signed
in its name by its President, sealed with its corporate seal
and attested by him as its Secretary/Treasurer .
WITNESS my hand and official seal this ? 411-4-`llay of
July, 1989 .
ag-
•
(SEAL)
„7�;.�,�;,,, • No ary Public
. My 'Cbniinission Expires :
•
STATE OF NORTH CAROLINA, Brunswick Count
The Foregoing Certificate(s) of °.Liida B. McDonald, Notary Public
(is)(are) certified to be correct.
Recorded this 17 _ day of August 19 89 at 1:01
o'clock P. M.
• Robert J. Robinson, Register a of Deeds
0 - 2& %4 .—

/ 76 n 097
� Jr.zz,)"
F ,.�,� u '' 1S1)It_ ON
BU10X_ 'ito P,�_ 9-29
SUPPLEMENTAL DECLARATION INCORPO Ag aHRW3laOR
SINGLE FAMILY DETACHED CUSTOM HOME LOTS IN
LOCKWOOD FOLLY ; jB ,;; Miidliat1
F.EGIS T E R sF DEEDS
BR tiNsTicif. ;:!f INT`i, N.C.
WHEREAS, on or about the 16th day of June, 1987, Channel
Side Corporation ( "The Company") a North Carolina Corporation,
executed as "Declarant" its "Declaration of Covenants ,
Conditions, and Restrictions for Lockwood Folly, (the "Master
Declaration" ) ; and
WHEREAS, by and through the execution and recording of the
Master Declaration in Deed Book695 at Page 968 of the
Brunswick Registry, the Company has placed those certain
Covenants, Conditions and Restrictions embodied in the Master
Declaration on the real property described therein; and
e WHEREAS, pursuant to the provisions of Article II, Section
3 of the Master Declaration, the Company has reserved the right
to further restrict the development of any portion of the real
property encumbered by the Master Declaration by placing such
additional Covenants, Conditions and Restrictions on any such
real property as it deems necessary; and
WHEREAS, Channel Side Corporation is the owner of that
certain real property ("The Property") which is more
particularly described in the plat which is duly recorded in
Map Cabinet at Pages I 7 of the Brunswick County
Registry.
WHEREAS, as shown on the Plat, the Company desires to
develop the Property as Detached Single -Family Residential Lots
( "The Lots") , and in order to establish a unique, superior and
A -'I- • -'- PREPARED BY
��()L- C : •;. .14° 9630-- ANDERSON & McLAMB
-Abctik ccp ATTORNEYS AT LAW

r. 776 n 0 9 8
integrated community within the Property, protect the value of
individual Lots and to assure the architectual environment
within The Property in keeping with the high standards of
Lockwood Folly, the Company desires to subject The Property to
the Covenants, Conditions and Restrictions set forth herein.
NOW, THEREFORE, The Company, submits and subjects The
Property to the following Covenants, Conditions and
Restrictions :
1 . Submission of Property to the Supplemental
Declaration. Pursuant to the provisions of Article Ii, Section
3 of the Master Declaration, The Company submits and subjects
The Property as described in Map Cabinet Lk 7
'Pages
to the Covenants , Conditions and Restrictions contained herein
which shall constitute equitable servitudes which shall run
with the land. Every grantee of every interest in any Lot
within The Property, by acceptance of a deed or other
conveyance of such interest, agrees to be bound by the
Covenants, Conditions and Restrictions contained herein. All
land within The Property which is not shown on the Plat as
Residential Lots shall remain property of The Company unless
otherwise sold, transferred, or conveyed. Such retained
property shall include all roads, traffic islands, lakes,
ponds, wildlife areas, lagoons, golf course holes and
easements, if any, contained within The Property.
-2-

F.,;br. —_ PAGE
r 7 7
n099
2 . Submission of Additional Property. The Company may at
any time subject other real property to the Covenants,
Conditions and Restrictions contained herein by recording a
plat which recites on the face thereof that the lots thereon
are subject to this Supplemental Declaration.
3 . Membership in Association. Owners of Lots within The
Property shall automatically be members of the Lockwood Folly
Property Owners Association, Inc. As members of the
Association, the owners of Lots within The Property shall be
subject to the Rules, Regulations and By-Laws of the
Association as contained in the Master Declaration. Owners of
Lots within The Property shall, in addition to their rights of
membership in the Association, be liable for the payment of all
dues and assessments imposed by said Association.
4 . Building Restrictions. No dwelling shall be
constructed on any Lot which has a height exceeding 35 feet
above the elevation of the finished surface of the first floor
of such dwelling or existing grade, whichever is greater. All
dwellings shall have a minimum of 2,500 square feet of living
space (heated dwelling space) . All dwellings constructed on •
Lots within The Property which possess multiple floors shall
contain a minimum of 1, 800 square feet of living space (heated
dwelling space) within the first floor of any such dwelling.
In addition, all residential structures constructed on a Lot
-3-

rAut
0776 ° inn
shall : (a) have as a minimum first floor elevation the 100-year
flood elevation as designated on the official Brunswick County
Flood Plain Maps, on file with the Brunswick County Planning
Department; and (b) be designed and constructed in compliance
with the requirements of the Brunswick County Building Code for
residential construction in flood hazard areas; and (c) be
constructed according to the architectual and landscaping plans
which have been approved as to architectual style, exterior
materials, color schemes, placement on the Lot and landscaping
by the Architectual Standards Committee.
5 . Service Yards . Each owner of a Lot shall provide
visually-screened areas to serve as service yards in which
garbage receptacles, fuel tanks, electric meters, air
conditioning equipment, vehicles, materials, supplies, and
equipment must be placed or stored in order to conceal them
from view from the streets and adjacent properties. Visual
barriers shall be built by the owner as directed by the
Architectual Standards Committee: to shield the service yard.
6 . Use of Lots and Dwellings . Each Lot shall be used
exclusively for single-family detached residential purposes .
No trade or business of any kind may be carried on in any
dwelling, except for sales offices of the Company as permitted
in the Master Declaration. The lease or rental of any dwelling
within The Property for a period of less than three (3)
consecutive months is prohibited. All lessees or tenants of
-4-

F.Uut; PAGE
776 " 101
dwellings within The Propoerty shall in all respects be subject
to the terms and conditions of this Declaration.
7. Exterior Appearance. Unenclosed garages or carports
may not be utilized. No foil or other reflective materials
shall be used on any windows for sunscreens, blinds, shades, or
other purpose, nor shall any window-mounted heating or
air-conditioning units be permitted. All blinds, curtains and
other window treatments must conform to regulations established
by the Architectural Standards Committee. Except within
screened service yards, outside clotheslines or other outside
facilities for drying or airing clothes are specifically
prohibited. No clothing, rugs, or other items shall be hung on
any railing, fence, hedge or wall.
8 . Water Wells . No private water well may be drilled or
maintained on any Lot if the central water system is available
to it.
9 . Pets. No animal, livestock, bird, or poultry of any
kind may be raised, bred, or kept on a Lot, however, a
reasonable number of generally recognized house pets may be
kept subject to rules and regulations adopted by the
Association, through its Board of Directors . Such house pet or
pets must be kept solely as domestic pets . No pet shall be
allowed to make an unreasonable amount of noise or to become a
nuisance. Upon the written request of any owner of a Lot the
-5-

E!iiUI PAGE
` 7 76 " 102
Board of Directors of the Association may conclusively
determine, in its sole and absolute discretion, whether, for
purposes of this Paragraph 9, a particular pet is a generally
recognized house pet, or if such pet is a nuisance. The Board
shall have the right to require the owner of a particular pet
to remove it from The Property if it is found to be a nuisance
or in violation of this restriction. The Board shall have the
further right to fine any owner of a Lot (not to exceed $50 . 00
per violation) for the violation of these restrictions by
himself or an occupant of his Lot. All Lot owners shall be
liable to the Association for the cost of repair of any damage
to the Common Areas caused by the pet of such owner or of an
occupant of such owner ' s Lot. Any such fine or cost of repair
shall be added to and become a part of that portion of any
assessment next coming due against the Lot under the Master
Declaration.
10. Nuisance. No rubbish or debris of any kind shall be
dumped, placed, or permitted to accumulate upon any Lot, nor
shall any nuisance or odors be permitted to exist or operate
upon or arise from any Lot, so as to render any portion thereof
unsanitary, unsightly, offensive, or detrimental to persons
using or occupying any other portions of The Property. Noxious
or offensive activities shall not be carried on in any Lot or
dwelling. Each Lot owner, his family, tenants, guests,
-6-

:.urc• ! &AO[
5776 " 163
invitees, servants, and agents shall refrain from any act or
use of a Lot or dwelling which could cause disorderly,
unsightly, or unkept conditions, or which could cause
embarrassment, discomfort, annoyance, or nuisance to the
occupants of other portions of The Property. Noxious or
offensive activities shall not be carried on in any Lot or
Dwelling which could result in a cancellation of any insurance
for any portion of The Property, or which would be in violation
of any law or governmental code or regulation.
11. Motor Vehicles, Trailers. Boats, Etc. There shall be
no outside storage or parking upon any Lot or the Common Areas
within The Property (other than areas provided for such
purposes within the Common Area, if any) of any mobile home,
trailer (either with or without wheels)
, motor home, tractor,
truck (other than private standard size vans and standard or
compact size pick-up trucks) , commercial vehicles of any type,
motorized camper or trailer, boat or other watercraft, boat
trailer, or any other related form of transportation device.
No owner shall repair or restore any vehicle of any kind on or
within any Lot or other portion of The Property, except (a)
within enclosed garages; or (b) for emergency repairs, and then
only to the extent necessary to enable the movement thereof to
a proper repair facility.
12 . Mail Box and Newspaper Receptacle Design: All mail
-7-

LIM ! /WC
•
0776 ^ iO4
and newspaper receptacles shall be constructed in keeping with
the plans provided by the Architectual Standards Committee.
13 . Lighting; No out door lights shall be allowed on the
Lot which project high density off-site illumination. One
driveway light shall be maintained at all times . The light
pole and fixture shall be approved by the Architectural
Standards Committee. This light shall constitute a part of the
street lighting system and shall therefore be on an automatic
light switch control so as to provide street lighting and
driveway identification from sunset in the evening to sunrise
in the morning.
14 . Garages : Unless approved by the Architectual
Standards Committee, the garage, (which must be large enough to
support two (2) cars) which is part of the dwelling unit, shall
at all times be used as a garage and not enclosed as living
space. The garage shall be equipped with an electric garage
door opener. If the garage entrance may be seen from the
street or from adjacent lots, the garage door shall be in a
down or closed position at all times except when a motor
vehicle is being placed inside or taken outside the garage.
All motor vehicles shall be parked or stored inside the garage
or in the specific spaces inside the lot or designated by the
Architectual Standards Committee.
-8-

EOOK PAGE
0776 9 05
15 . Amendment : This Supplemental Declaration may be
amended by the Declarant at any time prior to turnover,
provided such amendment does not alter the basic plan of
development. After turnover, as described in the Master
Declaration, the Board of Directors of the Association may
amend this Supplemental Declaration provided such amendment
does not materially alter the basic plan of development.
16 . Cummulative Effect : All of the Covenants, Conditions
and Restrictions contained in this Supplemental Declaration
shall encumber The Property in addition to those contained in
the Master Declaration. Whenever a provision of this
Supplemental Declaration conflicts with specific provisions of
the Master Declaration, the provisions of the Master
Declaration shall prevail .
17. Binding Effect and Duration: These Covenants,
Conditions, and Restrictions shall run with the land and shall
be binding on all parties owning any portion of The Property,
their heirs, successors and assigns, for the same period of
time as the Master Declaration including extensions thereof .
18 . Enforcement: The Company, the Association or any
owner of a Lot within The Property shall have the right (but
not the affirmative obligation) to enforce, by proceeding at
law or in equity, all the Restrictions, Conditions, Covenants,
Easements and Reservations now orhereinafter imposed by the
-9-

CuCr: PAGE
r776 0 1 06
{ provisions of this Declaration; however, the failure to do so
shall not be deemed a waiver of the right to do so in the
future. Furthermore, the Company reserves for itself, and the
Association and their guests and employees the right to enter
upon any Lot for inspection.
r A r,;• '' ITNESSED this 2 '1 4-`' day of July, 1989 .
,rn ' Q▪=▪ . CHANNEL SIDE CORPORATION
"PA;
p Ea CSRATE
By; a _ O!� U " - .
�! (SEAL)
ul D. Dennis,
President
ATTEST:
qJ
By: . �
;h4-ae...fr---"
M on H. A derson,
S retary/Treasurer
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, Notary Public, do hereby certify that MASON H.
ANDERSON personally came before me this day and acknowledged
that he is the Secretary/Treasurer of CHANNEL SIDE CORPORATION,
a North Carolina Corporation, and that by authority duly given
and as the act of the corporation, the foregoing instrument was
signed in its name by its President, sealed with its corporate
seal and attested by him as its -Secretary/Treasurer.
WITNESS my hand and official seal this 2Y4'day of
July, 1989 .
G-- 03. a.,..Qo_(SEAL)
of Public
Ion nission Expires :
-10-
STATE OF NORTH CAROLINA, Brunswick County
• Th. Fnraoninn (`Ar4:4:,....el..\ .-r Ti r. a.. n •r_.. . . -_ -

•
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON:IEL/VERY
• Complete items 1,2,and 3.Also complete A. Si•riaturf /
item 4 if Restricted Delivery is desired. !1 t - - .4 --:4,,,-:
,1 ,, -... ..-_--....,....,,Pent
• Print your name and actdress on the reverse 1 . _ - i-i--- Addressee
SO that we can return the card to you. I Received by(-tin — .---,, C. Date of Delivery
• Attach this card to the back of the mailpiece, , . ,..,)
i i
or on the front if space permits.
,
D. Is dolly- address different from item 1? El Yes
-"; . •'0,-...,,,,..,.::;,....ir.eszet-..4 to:
If YES,enter delivery address below: 0 No
La,(4 ,.
"Ir. • rne rhliPce5
Lockiivcd Pa 4.
3. Service Type
-30y fubliocise a-.
rpf,i , Aic --0,46,2...
Certified Mail ,..2,7,,..Q.,•e2. i-,,,s1,
0 Registered 0 Return Receipt for Merchandise
5( D Insu.Ki Meoi 0 C.O.D.
4. Restricted Delivery?(Extra Fee) C.]Yes
r2. Article Number
7003 0500 0000 8804 3112
ffransferfiam ssrvIce labs°
--------- - ----- ------
PS Form 3311,August 2001 Domestic Return Receipt 102595-02-M-154(
4
U.S. Postai Service
CERTIFIED MAIL. RECEIPT
1-4 (Domestic Mail Only;No Insurance Coverage Provided)
For delivery information visit our website at www.usps.com.
. 1
co
03
Postage $ ,b z----- , Nc
# _ 0 \
0
i= Certified Fee 2 cc) 0 ,,.
ark
CI -e —/
Retum Reclept Fee i „...i .. .." c.,1 V e ,I,..
(Endorsement Required) / . / " -v C"," 7`e
____ , ...A v. cV), N
al Restricted Delivery Fee
4-11 N.)
CI (Endorsement Required)
Ci
Cl
Total Postage&Fees $ ti i
.6 .
.._,...1
rn
rn Serif To
CI -5-Ort Glrierfail
N --giriiiCAW.Vo.; -, 1
or PO Box No. 5Del a)bh0e Se 0-
Cfty,State,ZIP+4 -
2g4G/Z
,, Pier3800.June 2002 .ee Reverse for Instructions

UNITED S T a'S POSTAL SERVICE
First-Class Mail
11
Postage&Fees Paid
LISPS
Permit No.G-10
• Sender: Please print your name, address, and ZIP+4 in this box•
State of North Carolina
DENR
127 Cardinal Drive Ext.
Wilmington,NC 28405 (Attn:BEV
1 _
L(A) gooZZS
F 1 1 g. 1 11 i } i i� g £e ii 1i
‘S i:£Ii 1££3££f:i lltlt£�ItI£i£t££:d£ iI£Ii£ 13161i11££fi£e£iI
•
Certified Mail Provides: y
■ A mailing receipt (arrow)wog aunr'op9E uuod Sd
• A unique identifier for your mailpiece
• A record of delivery kept by the Postal Service for two years
Important Reminders:
• Certified Mail may ONLY be combined with First-Class Mail®or Priority Maile.
• Certified Mail is not available for any class of international mail.
■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
• For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS0 postmark on your Certified Mail receipt is
required.
• For an additional fee, delivery may be restricted to the addressee or
addressee's authorized aggent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
• If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
Internet access to delivery information is not available on mail
addressed to APOs and FPOs.

QF WAT ,9 Michael F. Easley, Governor
`p� pG William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
irr Division of Water Quality
July 22, 2003
CERTIFIED MAIL #7003 0500 0000 8804 3112
RETURN RECEIPT REQUESTED
Mr. Jon Emerson, President
Lockwood Property Owner's Association
309 Clubhouse Drive
Supply, NC 28462
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT MOD.
Lockwood Folly Subdivision
Stormwater Project No. SW8 900225
Brunswick County
Dear Mr. Emerson:
On July 9, 1990, the Wilmington Regional Office issued a certification of
compliance with stormwater regulations to Mason Anderson, with Anderson & McLamb,
for Lockwood Folly Subdivision. It appears that several revisions to the approved plans
have taken place over the years without benefit of a modification. As a normal
procedure, the Division of Coastal Management forwarded me a copy of the CAMA
Application for the residence of Mr. and Mrs. James Gregory on Lots 149 and 150 off
Channel Side Drive. I attempted to locate the lots on the approved plans, but too much
had changed. I requested that they submit a site map showing the location of their lots,
which I received on June 16, 2003.
Based on the drawing provided by Land Management Group, the layout of the
subdivision has changed substantially. Streets and cul-de-sacs are laid out different or
have been deleted. Areas that were slated as multi-family or townhome development
are now single family.
Please submit a modification to the Stormwater Management Permit. The
complete package must include a completed application and low density supplement,
two sets of revised layout and grading plans with street details, a $420.00 fee, and a
copy of the amended deed restrictions. The maximum allowable built-upon area per lot
may change depending on the number of lots now in the subdivision.
Please submit the completed application package to this Office at the address
below by August 22, 2003, or enforcement action may be initiated and may include
recommendations for civil penalties and revocation of the certification of compliance.
.z,
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington,NC 28405 [phone] Fax [phone] 76 Ea

Mr. Emerson
July 22, 2003
Stormwater Permit No. SW8 900225
The Division solicits your cooperation in bringing this site into compliance, and
hopes to avoid further action. If you have any questions, please do not hesitate to call
me at [phone].
Sincerely,
4:16ki 46/(14;
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQS\STORMWAT\STORMSUB1900225.ju103
cc: Mason Anderson
Brunswick County Inspections
Linda Lewis
2

of wA1-4 Michael F. Easley, Governor
- P William G. Ross Jr. Secretary
0 0 North Carolina Department of Environment and Natural resources
>' r
_ K= Alan W. Klimek, P.E.,Director
_ � Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 22, 2003
Mr. Jon Emerson, President
Lockwood Property Owner's Association
309 Clubhouse Drive
Supply, NC 28462
Subject: REQUEST FOR RECORDED
DEED RESTRICTIONS
Lockwood Folly Subdivision
Stormwater Project No. SW8 900225
Brunswick County
Dear Mr. Emerson:
On July 9, 1990, the Wilmington Regional Office issued a certification of
compliance with stormwater regulations to Mason Anderson, with Anderson & McLamb,
for Lockwood Folly Subdivision. Mr. Anderson met with me a few weeks ago and
indicated that the maximum built-upon area per lot had not been included with the
recorded deed restrictions for the subdivision. He provided this Office with your name
and address in the hopes that you could begin the process of officially transferring the
certification to the POA and amending the recorded deed restrictions to include the
maximum built-upon area per lot. Per the requirements of the stormwater rules, the
recorded deed restrictions must contain specific language limiting the built-upon area
per lot and a copy must be forwarded to our Office within 30 days of recording.
Failure to record and/or provide a copy of the recorded deed restrictions prior to
selling lots is a violation of the certification of compliance, and subject to enforcement
action. Please forward a copy of the recorded deed restrictions to this Office at the
address below by August 22, 2003, or enforcement action may be initiated and may
include recommendations for civil penalties and revocation of the certification of
compliance.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWAT\DEEDREST1900225.ju103
cc: Mason Anderson
Brunswick County Inspections
Wilmington Regional Office
Central Files
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington,NC 28405 [phone] Fax [phone]R

QF WA7- 4) Michael F. Easley, Governor
William G. Ross Jr., Secretary
4y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
• July 22, 2003
Mr. and Mrs. James Gregory
3864 Topside Drive
Southport, NC 28461
Subject: EXEMPTION
Stormwater Project No. SW8 900225
Lots 149 & 150
Lockwood Folly Subdivision
Brunswick County
Dear Mr. and Mrs. Gregory:
On June 16, 2003, the Wilmington Regional Office received additional
information regarding the CAMA Major Permit Application for a single family residence
to be constructed on Lots 149 and 150 in Lockwood Folly Subdivision. Both of these lots
are outside of the 575' AEC, therefore, the maximum amount of built-upon area per lot
is 5,200 ft2. The plans submitted indicate that the proposed built-upon area is 5,976 ft2,
which is less than 10,400 ft2. Staff review of the plans and specifications has
determined that the development activities proposed at this time will not require a
separate stormwater management permit.
If the subject project will disturb one acre or more and has a point source
discharge of stormwater runoff, then it is also subject to the National Pollutant
Discharge Elimination System (NPDES) stormwater discharge requirements. You are
required to have an NPDES permit for stormwater discharges from projects meeting
these criteria. The stormwater rules require the Division to permit the common plan of
development, therefore, any future development on the property, regardless of whether
a CAMA Major permit is also required, will require a modification to the Stormwater
Management Permit from the Division of Water Quality prior to any construction.
If you have any questions or need additional information concerning this matter
please contact Ms. Linda Lewis at [phone].
Sincerely,
Z010 Q/Z.i
l_ Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQS\STORMWATIEXEMPT1900225.jul03
cc: Caroline Bellis, DCM
Delaney Aycock, Brunswick County Inspections
Doug Huggetf, DCM ' ~
Linda Lewis
Wilmington Regional Office
Central Files
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
t..401A
Wilmington Regional Office Wilmington,NC 28405 [phone] Fax [phone] DE.

1 ,"r�1r-.
fii
E EN
fiti
die Anderson .G aw Firm '.�G. ;.: F.,
. ('`Y �'©t 3
Attorneys and Counselors at Law v4 4 •,., ,..
a.°
"
Shallotte Office Mason H.Anderson-of Counsel Sunset Beach Office 'hr.,
111 Pine Street Richard I Hollar 790 Sunset Blvd.North
P.O.Box 2245 Chris Webster Suite 4
Shallotte, NC 28459 Edward G. Moore Sunset Beach,NC 28468
Phone[phone] Phone[phone]
Fax [phone] Fax [phone]
Website: Andersonlaw.lawoffice.cam Reply to: Shallotte Office
July 2, 2003 -
Ms. Linda Lewis L , f�
Division of Water Quality ` i''
Regional Office of DWQ i .-_ 4.
127 Cardinal Dr. Ext. AI°
Wilmington,NC 28405
Dear Linda: f
It was good to meet you last Thursday. You were very courteous, and I appreciate that.
The president of the Lockwood Property Owners Association is:
Otis
Jon Emerson - 00
309 Clubhouse Dr. /� l
Supply,NC 28462
Now regarding Brunswick Plantation,you will find in this transmittal various
Supplemental Declarations which have been filed for the various areas in the Plantation.
You will notice that some of the documents do not directly contain reference to the
impervious coverage limitation; however, in those cases reference is made to previous recorded
Supplemental Declarations which do contain the impervious coverage limitation.
I have spoken with Jay and he should be giving certification on various segments of the
project.
Linda, in the future when we get a permit, I will include it in the Supplemental
Declaration and send you a copy at the time so we will not be playing catch up.
Sincerely,
.I44\---C-4.404tV ValOtees144e--**.------.
L4 - --
Ma 'AAnderson
MA
Enclosure
cc: Jay Houston

eJG 5,Noto,
11 p ,:
S14t epee Mac 2522 -
/IIntinflon,,Jima,Waujima28402 ��S((ii55 Yjj 7
5el 910-452-0001
.9 ata E./a�orit gale 14
�e964
9l! 3805 9#,1 vi&.venue
y Waif"russet 94kangtOn'y✓re 28403
June 12, 2003
Linda Lewis
Division of Water Quality
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Stormwater Project No. 900225
Dear Ms.Lewis,
Enclosed are the requested figures to address the stormwater issues for lots 149 and 150
in Lockwood Folly. The Total Impervious cover of 5,976 s.f. includes all of the
impervious cover in both lots. Please call if I can be of any further assistance. Thank
you.
Sincerely, —
C .
Environmental Technician
Enclosures: Lockwood Folly Subdivision Map
Site Plan with Impervious Cover

''.'�,,•-- �.--_fir---7 N Z
, —r I , • I - e1 i; a n C
- -- — ---`. I.. ,r'� 1 • • • . A. = ., 11 1 J i - r a . ,, • .0 + . 1 . • , x J !• ( , _! Jcu �• /r 0
�� .r m ;��� � � r1M '? _, i 1_1_a`i ¢xscs� re!xL o . . I: I 1 I ``/Y '3 `, �., c)�I.
\\\ •
_���Lt. / `« t e• ��a° 1' r,. 1 "". s .w I oMI i I i�E1'T���'"✓ah�.� i iH { •Q 0.O C �C
u /t r a. , TI ,. r.1 !a. °• sH
•
�:`� � /`,I ,••, Ar.ry•X. .� 4 i.-J.^� °.J",4▪� '1: ..._ ,r .i 'G t I .r▪__ �: L j9 ® ZO CO
, ... • r �Z;J w r' -_ •�•w.::+-.•r _y :z, �`; s� _^��..,11 !. of ? r h
\ w• _� i /�. /-.'� - � t �-��$� 7 ,,,Pb.i" r.. n '1"1� �~ - .� L`L d Cl
x _'y !• t •1 i , j r "! • ��,' j I,a. Ir t� ``I "' f r i ,! I. Q)C� GJ p
�.✓, ! • .•, .' br 1 M i fl> L• , a i aaf p 1 I 1
. , \
x•• r, \ > I� r• ; .p9`..ts4 ---N-f.._,-. :-..._.;____r- ,..,,,.LNN\e' ' . , . �`,^.+•-_'_ .C�gT!Ofp "'�,��i J a.a 1.`..�,..,77-----A 1P'"+y� f a.rl f :a 1 e w.� �. �.. �' Q�is.:'r trkk" ` •,�'{ "dt rf. 1 r } ff• 'oro ___...�.._ ` •`-, /.i, �i ra. f' / r. 'v 7� j..r ,:i M 'r ,�`,. +3 T_4si. F �a, r .. ..., . n 1 T a i •••! 1 .� ••••• F _7�.".+4,. ---4 - r /r"'rp9 tr"„ // r • .�'+s`...._?- a C
`� k.1 t� � �..._--4 I Ta.3 ae, /f ^'..,, 4%I" 7/,� / a., ` r' I f "' p
! I si ru i ~ i •»! .e ^=•l.. a !f qr s. ;ll/ _ u. +�r
_. If' J. +_, { . lam ' ' . I 4' .n.p �`\ r rn .t .Ns� i°iY� '",.,..-> arr/ ''� �I Ij� N r f 4 �:
�'. �.! ,. ,• ' —` is ; 4 ' , '\ -'f N o a o
p •it Tig, rf+�-�. .. '"'.. I ' I'�. s a ' •aN . a»! q } I ,�� t IS. 7/ ✓,fir! • sar J Q Q
Y d. 03
''i. JL iure aqp ,/aa \.. ru it _.- �•. / 1 -' r ! J, \ .\ ✓ 1 n" /il
° t" " i l w ox • ,^�, ",�' .' _ t'r`R 'AM ,w r/aro "y^��• ! 1 , I,- 1 r'�1.�..� /• r,J.,✓,J
t , / i. + r" L.�T-=^ !at / ',�/� r,� Hr .`` a•'9 nn.fir no >ra J q� J, �,`,, ! \ { .+P! z i...."....
'-, -, ., ,• ' a. x.. _' , `. /tea -- .•r i"S.i '_)3 /
'w r f a" n. , '�.y / � •
-
r' +. v a.,• -. !1 ` "9.^' •arr r' !ra. 1 ,,. §. ��., x
. `\ f"' . ., j r!•.\ R ,.. '.+"`. '•`�W I.
F \ i 1 ....
� 4'.:jj 1 `ti.t � �il��ry`�/'� .
'�` r ` i �'/1 ,/\ \`%•„ "'.1 r w •7 -.. ,_/ , ' 1 ® . r`• ie . ,� �•\�,r: O lc,,,15 C_/'l//r o/S` Y, - w':111 �/ ! f P-- 1.17' ,., `• y^� 0. \ aA�r/ m pL:- `c j �"-�_..w6/ .- rLa L •`• ',..--. P I` A q "%•\. • 1t •��. \ w / �„ Lg. #O 1 C
s f'i .-, s d r L. 1 -
I' ' `i _ S -.�•'i-• ^T v`_ ' 4: ' r '' r J t i N., / mot •••ail �I 1.-'''.^i/`7 , -1•• a>a 'a �. (/�
/n I l•t �.� d a.w r „` .y '� _ •,�.,t� l I f '� *,, J/ •Ny % `�
iSy ,-S ! v t.�^, \\;.--
\ -f• w 'N 1•'`� _�9r r „t,/\ ° ''� .�2., --` qi ab UM J,'-) /� ` �` -- -» \ ."°:
-11
y `}t 'S • '.r'wM�a ecMJ+i. wrsya'�f saarT ra � � /�^ �"��,q,�~ . •. M' �,,r' K ��, ^, ~ 1 -•, "R l 1f• 2. J V�
`I .���,, }. i�•�j'%,i�r''` �5 S ' �_ 7 i,•r�o•-. ^�,�..t`'S ; r �i. �•-�"';.:1 g1�^� ,� {�».f`I • ••. .�,.A� ,:t^ JJ f•V ,.. .,
t ' �l-..,3 Iw'' -R." .:�;r t�e S r�) „ �• ,,. .pit,.f!rr r b. ' r�=++•+•. - `�r..0"'so-u !. ' t J C � � -
�. yr\�' 'J:i � -. ' �' A., /(/i.e•••,,.' •�I •,.-�+�. •` ,, 'Q' •...�.. l �� ••,. ;�`'a -.•�! T� �ggyy t w�'t a,L
j 1 ..�GW ,Aci� ''e ''Y'.i-. I. • ...�.,"ary • .( .I 1
�s \1, *� '" r��. _ 'y �✓�r L•—N ro` - �' ' ,/`�•/ f F� Yam..:: .
l` �`{ Y k' ai~.Y'i 1 ;wb 1�a.\vb ••�' 77 `� „'t"'"'..,� 1 ~ 1�,-'moo"`- h ,r. I '
ici
..J\ • • _._,-,, ,.• ,,,a�,' _. `_,l.-...-rEf�'`'x,:',#n , G+ ,= `F'>. w itl �"`/''`\ y/I
/ �_. /"' "..�' .w.1 `-� .,y'� 0 '�""R.
-.,r } ',mil y, •)' f�` 5 ,- L :'1 i'' .�l.F V,"dSF r. •r4 'K arr I y/ew, -str o A 1 ,1. N y_ ;..
r Ar ' +,tra.�... y�` ... M „ �T '' 1 '9'X�'-'✓J � s au- !L- c....ti 1 .,u
\..---
� � l9 i "'.r--'''''../.
` .�; . ' w 1 .r I ,�lY.'a het T, t i 1 �'f�
`' i ' ♦ ',,`,� /�-..—TJ i i ,r`tV, r FLI d� �'. '/ ua V r is•., i .._-__�.._. ( -4
I.
S / �.-.�'• E t .. ,r�"im_•s.. f'tL. ;. \ ..5.-----'� - ( ,« t /J s:r1 '>"1» .t; ,.. f 6.-- I
- \' .s,./ '`t h • �•.�',.::Ir'.•,r',a-"• ..-,a. - , t,r i! , + I 8 1 �• �- y—.'.b r =a 1rq q•• I �+�' �� \, ru-.'"`J. °j .,,.
�, ,• fr
_]'-iY��+sc�.`:� •I. \/ _ ) trip 1 '�'r},' g[�-!� 'S/w r, ti tt " \ `•` ,1 \`�' ►'^
' TO WILMINGTOII Li J" y,�,./. / » Y�. f"�V: r/rrdam' ". 1', s 'C R n I. ' .. O
, ) L.
a•a./��"./ � / tj/.r/,.r� �T
. '- }."�,... ,Qti4R� ev '�. `� P \'k7\ I Fr':: \ ^Cs
SUPPLY \ \ •' �\i\ "�> {/ .�_ 0. soirnsr g, \ r•„ , tv Yj vim.
��, ra •,F r.s.• ,• `,. e'!.ira '.:.` ,' m \ *� i .i 11k.,.t`"• `` ' • �c ,} .i 411 N
�'] 41› .yam ';. ••�••� ;'• f.« ,''.R •" J w ' • '•. r r iQ- ,Sy'� C
SMALLOTTF, .111 ,lag a� a . « ----le,')5,...*. • y' —�/� . . T y R r4 ' r O
",rj{ / Arm iii� y !1 ,.' + �a°\ 1 ,r ... '-1 f '",• .:: �i'-,SP �• „. �f T s ,i �` w. •�
(/ 7F06 •�� :,/_/ ^-� -•• „/\ :�.,` a+ f w tv r 1 r r":V„ 'j y '�'r, -�P C' ��s s M1 FK•. q U
•
7CJ MYRTLE , \ /f r '�'. J i j
dENCM. `` .. LOGKwOOD •�� �« f ; ,D 'r '' `( 1
"+ . SMXCCOT tE Ft)LLYR i I 1« i t r .V wa. ^. • �.•. N
FTFNBURtl }�yyyy •r.e r L .j
v\*
. . lir
LQt:KVIfOpD _ Lots / +5 tr ,. ti r V
[ / r- PgLLY �rdr,
tAa ea .1 , �50 �'t
�p
ate ,-- ISLF ..nl.i11F ir71! I - .. ... �� - •1't•rL- _.
[iLsl;H Lr7CKrYODO FOi!■ .•. • �' - _ ..;;�
AIL 7TrIFi.pCFil AN
'FILE F - - . _.--r .- -
_ ___ _�. INT RAC OASTA1,WATE` ► A J -

o�oF wArEgQG
Michael F. Easley, Governor
. P William G. Ross Jr., Secretary
North Carolina De artment of Environment and Natural Resources
b Alan W. Klimek, P.E.,Director
Division of Water Quality
May 29, 2003
Mr. Mason Anderson
Anderson & McLamb
PO Box 345
Shallotte, NC 28459
Subject: REQUEST FOR RECORDED
DEED RESTRICTIONS
Lockwood Folly Subdivision
Stormwater Project No. SW8 900225
Brunswick County
Dear Mr. Anderson:
On July 9, 1990, the Wilmington Regional Office issued a certification of
compliance with stormwater regulations to you for Lockwood Folly Subdivision. Per the
requirements of the stormwater rules, a copy of the recorded deed restrictions must be
forwarded to our Office. A review of our files indicates that a copy of the recorded deed
restrictions has not been received in this Office.
Failure to record and/or provide a copy of the recorded deed restrictions prior to
selling lots is a violation of your certification of compliance, and subject to enforcement
action. Please forward a copy of the recorded deed restrictions to this Office at the
address below by June 29, 2003, or enforcement action may be initiated and may
include recommendations for civil penalties and revocation of the certification of
compliance.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
iem
Linda Lewis
Environmental Engineer
RSS/arl S:IWQS\STORMWATIDEEDREST1900225.may03
cc: Brunswick County Inspections
Wilmington Regional Office
Central Files
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service AivA
Wilmington Regional Office Wilmington,NC 28405 [phone] Fax [phone] C1

or \NprF9
`Q� Q Michael F. Easley, Governor
G
- r William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
A . . Division of Water Quality
May 29, 2003
Mr. and Mrs. James Gregory
3864 Topside Drive
Southport, NC 28461
Subject: Single Family Home in
Lockwood Folly Subdivision
Stormwater Project No. SW8 900225
Brunswick County
Dear Mr. and Mrs. Gregory:
On May 12, 2003, the Division of Water Quality received a copy of your CAMA
Major Permit application for the construction of a single family residence on Lots 149
and 150 in Lockwood Folly Subdivision. Any project that is required to obtain either a
CAMA Major Permit or Sedimentation Erosion Control plan approval, must also submit
a Stormwater Management Permit Application. The subdivision received a stormwater
permit on July 9, 1990, for the construction of a variety of projects within the overall
subdivision. Depending on whether or not your lots are inside the 575' AEC or outside
of it, the maximum built-upon area allowed by the stormwater permit is 4,500 ft2 or
5,200 ft2, per lot respectively.
There is no need to go through the stormwater permit process since a permit has
already been issued, however, I do need to verify where your lots are and that the
proposed development will not exceed the permitted maximum built-upon area. Please
provide a map that indicates the location of your lots within the overall subdivision, and
revise the lot layout map that your consultant submitted to include a calculation of the
impervious surfaces on the entire lot, not just within the AEC.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS\:arl S:IWQS\STORMWAT\LETTERS1900225.may03
cc: Laura Stasavich, Land Management
Janet Russell, DCM
Linda Lewis
N.C.Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service Zia
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] '�tt..UENw

g gtog96, e�►�IZG.
er itdlLylLentaL Vonadtemas(
)
��0 • ,5te„ ,,%I Rat 25512 f
�,Atoka V uolind 2840.E NAY 1 1
s10-452-0001 {
JL4LAL .
°)t!Aasen.diouzion. A nu seas We destine
5 April 2003
Janet Russell
NC Division of Coastal Management
127 North Cardinal Drive
Wilmington,NC 28405
RE: CAMA Major Permit application
Lots 149& 150 Lockwood Folly S/D(3291 Channel Side Drive)
Dear Janet:
On behalf of James and Kristin Gregory,I am submitting a CAMA Major permit
application for residential home construction on the above-referenced property. Lots 149
and 150 have been combined, and the address for the property is 3291 Channel Side
Drive. This application requests"404 wetland"fill within the 75' Coastal Shoreline AEC
and is the only trigger for a CAMA Major application. A narrative is enclosed that
outlines avoidance and minimization of wetland impacts. If I may be of any assistance
during your review of this application,please contact me at your convenience. The
adjacent landowners have been notified and the green card receipts will be forwarded to
you as soon as they are received.
Sincerely,
DEGEIvE
n mg 0 7 2003
Laura Stasavich DIVISION OF
Environmental Scientist COASTAL MANAGEMENT
cc: James and Kristin Gregory
Enclosures: application forms,DCM-MP 1-3
application figures, sheets 1-10
narrative, deed, agent authorization letter,partial subdivision covenants,
ACOE dataforms

Narrative CAMA Major Application
Lots 149 & 150 Channel Side Drive
Lockwood Folly subdivision, Brunswick County
The applicants, James and Kristin Gregory, are requesting 0.11-acre of"404 wetland" fill
in order to construct a single-family home. The subject property consists of two platted
lots that have been combined. Even with the two lots combined, roughly half of the .,
property is jurisdictional wetland. Upland on the property abuts the road and the
southern property line. However, upland along the road is not available as a homesite-
since the county-approved wastewater treatment system is located in this area. No other
upland area on the property would allow for construction of the home without some
wetland fill. Since total avoidance is not practicable,the planned house has been situated
along the southern property line where some upland is present. This location minimizes
wetland impacts by placing approximately half of the house on upland. It is noted that
Lockwood Folly's restrictive covenants require homes in this phase of development have
a minimum of 1,500 sq.ft. on the first floor. The requested house footprint just meets this
minimum requirement and represents further efforts to minimize impacts. The driveway
necessary to access the home must approach the house from the right side(if facing the
house from the road). This is shown on the house plans, which are enclosed.
Wetland limits have been approved in the field by US ACOE representative, Thomas
Farrell. Signature of the wetland delineation survey, as shown on the site plan, is
requested as part of the Corps' review of this permit application.
1)1
SC:5‘.
Cft
�p0
\so\OprA pONI\

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
c. Street address or secondary road number.
1. APPLICANT 3291 Channel Side Drive
d. Is proposed work within city limits or planning
a. Landowner: jurisdiction? Yes X No
Name James and Kristin Gregory
e. Name of body of water nearest project(e.g.
Address 3864 Topside Drive river,creek,sound,bay)
City Southport State NC un-named tributary of Spring Creek
Zip 28461 Day Phone [phone]
Fax [phone] 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent: a. List all development activities you propose
Name Land Management Group Inc. (e.g.building a home, motel, marina, bulkhead,
pier,And excavation and/or filling activities.
Address P.O.Box 2522 Applicant proposes to construct single-
City Wilmington State NC family home.
Zip 28402 Day Phone [phone] b. Is the proposed activity maintenance of an
Fax [phone] existing project,new work, or both?
�..�_ — - __New
c. Project name(if any) c. Will the project be for public,private or
commercial use? Private
lots 149& 150 Lockwood Folly subdivision
.TIO Permit wilt6e issued in name of d. Give a brief description of purpose, use,
fandawner(s),andlor project name. methods of construction and daily operations of
proposed project. If more space is needed,please
attach additional pages. Purpose is to construct
2. LOCATION OF PROPOSED single family home. Standard construction
PROJECT methods&daily operations.
a. County Brunswick \
re4:\TaN,r V\
b. City,town,community or landmark "
Varnumtown area 1it 1°1
tAN
,v`t
�P�M���c
Revised 03/95 �� P

Form DCM-MP-1 m. Describe existing wastewater treatment
facilities.
4. LAND AND WATER County approved onsite wastewater
CHARACTERISTICS treatment system
a. Size of entire tract +/- 0.89-acres n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
b. Size of individual lot(s) N/A Sanitary wastewater, industrial/commercial
effluent,"wash down"and residential discharges.)
c. Approximate elevation of tract above MHW No direct discharges are planned. Stormwater
or NWL est. avg. +5'MHW run-off to naturally flow over vegetated portions of
lot.
d. Soil type(s)and texture(s)of tract
please see enclosed dataforms o. Describe existing drinking water supply source.
County system
e. Vegetation on tract please see enclosed
dataforms
f. Man-made features now on tract 5. ADDITIONAL INFORMATION
None
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site?(consult the local land use plan) following items must be submitted:
Conservation XTransitional
Developed Community * A copy of the deed(with state application only)
Rural _Other or other instrument under which the applicant
(area of Town and Village clusters) claims title to the affected properties. If the
applicant is not claiming to be the owner of said
h. How is the tract zoned by local government? property,then forward a copy of the deed or other
Residential instrument under which the owner claims title,
plus written permission from the owner to carry
I. Is the proposed project consistent with the out the project.
applicable zoning? X Yes No
(Attach zoning compliance certificate,if applicable) * An accurate, dated work plat(including plan
view and cross-sectional drawings)drawn to scale
j. Has a professional archaeological assessment in black ink on an 8%z"by 11"white paper. (Refer
been done for the tract?_Yes X No to Coastal Resources Commission Rule 7J.0203
for a detailed description.) Please note that original
k. Is the project located in a National Registered drawings are preferred and only high quality copies
Historic District or does it involve a National will be accepted. Blue-line prints or other larger
Register listed or eligible property? plats are acceptable only if an adequate number of
Yes X No_ _ quality copies are provided by applicant. (Contact
the U.S. Army Corps of Engineers regarding that
1. Are there wetlands on the site? X Yes_No agency's use of larger drawings.) A site or
Coastal(marsh) X Other X location map is a part of plat requirements and it
If yes,has a delineation been conducted? Yes must be sufficiently detailed to guide agency
(Attach documentation,if available) personnel unfamiliar with the area to the site.
Include highway o � ' NII' %T
Revised 03/95
MAY 072003
DIVISION OF
COASTAL MANAGEMENT

Form DCM-MP-1
6. CERTIFICATION AND PERMISSION
landmarks, and the like. TO ENTER ON LAND
*A Stormwater Certification,if one is necessary. I understand that any permit issued in response to
this application will allow only the development
*A list of the names and complete addresses of described in the application. The project will be
the adjacent waterfront(riparian) landowners subject to conditions and restrictions contained in
and signed return receipts as proof that such the permit.
owners have received a copy of the application
and plats by certified mail. Such landowners I certify that to the best of my knowledge,the
must be advised that they have 30 days in which to proposed activity complies with the State of North
submit comments on the proposed project to the Carolina's approved Coastal Management Program
Division of Coastal Management. Upon signing and will be conducted in a manner consistent with
this form,the applicant further certifies that such such program.
notice has been provided.
I certify that I am authorized to grant, and do in
Name Mr.and Mrs. Sam Feola fact,grant permission to representatives of state
Address 3299 Channel Side Drive and federal review agencies to enter on the
Supply,NC 28462 aforementioned lands in connection with evaluating
information related to this permit application and
Name Edward&Liane Kemnitzer follow-up monitoring of the project.
Address 57 Linda Lane W.
Riverhead, -DIY 1190 i I further certify that the information provided in
this application is truthful to the best of my
* A list of previous state or federal permits knowledge.
issued for work on the project tract. Include permit
numbers,permittee,and issuing dates. This is the day of116/63
None known.
SectItlA . LJ ,G( AG cei.
Print Name e
* A check for $400 made payable to the �-- .
Dep9rtment of Environment,Health, and Natural Sian_at = 4
- -
Resources (DEHNR) to cover the costs of or Aithor Agent
processing the application.
Please indicate attachments pertaining to your
* A signed AEC hazard notice for projects in proposed project.
oceanfront and inlet areas.
1 DCM MP-2 Excavation and Fill
* A statement of compliance with the N.C. Information
Environmental Policy Act(N C.G.S.113A-1 to l DCM MP-3 Upland Development
10) If the project involves the expenditure of DCM MP-4 Structures Information
public funds or use of public lands, attach a DCM MP-5 Bridges and Culverts
statement documenting compliance with the North DCM MP-6 Marina Development
Carolina Environmental Policy Act.
NOTE:Please sign and date each attachment in
the space provided at the boiiom of each --s`
form.
-E-\
Revised 03/95
ECE1V
MAY0720°3
VON OF
COASTALDIISI MANAGEMENT

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to 1. EXCAVATION
complete all other sections of the Joint Application N/A
that relate to this proposed project. a. Amount of material to be excavated • • below
Describe belowthepurpose of proposed excavation MHW or NWL in cubic yards
PAP
or fill activities. All values to be given in feet. b. Type of material to be excavated
Average Final
Existing Project
Length Width Depth Depth c. Does the area to be excavated inclu• coastal
wetlands (marsh), submerged aquatic v getation
Access channel N/A (SAVs)or other wetlands? Yes No
(MLW)or
(1` L)
d. Highground excavation in cubic •
N/A
Canal
2. DISPOSAL OF EXCAVATED
N/A Boat MATERIAL
Basin N/A
a. Location of disposal area
N/A
Boat
b. Dimensions of disposal area
-
N/Al* , .k
ti
Rock
c. Doyou claim title to disposal arm?
Groin ��.�?`°
Yes No
N/A x � r Rp If no, attach a letter granting pe-mission from
Rock
Breakwater
the owner.
Other(Excluding rtLL,-p t"P d. Will a disposal area be available for future
shoreline r '1 U a LTE maintenance? Yes No
stabiliz-
If yes,where? , ,ZrNVT
LPlease see Sheet 4 Ft/ tY . '—c►1ltl�S R JI J�.�
Revised 03/95 MAY 0 7 ZOOS
DIVISION OF__ __NT
COASTAL MAN;

Form DCM-MP 2 water None
(2)Dimensions of fill area
e. Does the disposal area include any coastal (3)Purpose of fill
wetlands(marsh), SAVs or other wet ands? VI
`fie.;, No b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
f. Does the disposal include any area the water? X Yes No
Yes No If yes,
(1)Dimensions of fill area
4.480 s.f or 0.11-acre
3. SHORELINE STABILIZATION (2)Purpose of fill To create a buildable
homesite. Please see cover letter for additional
a. Type of shoreline stabilization N/A information.
Bulkhead Ripra
b. Length 5. GENERAL
a. How will excavated or fill material be kept on
c. Average distance waterward of MH or NWL site and erosion controlled?
Silt fencing will be installed around fill areas
for temporary stabilization. Disturbed area will be
d. Maximum distance waterward of W or seeded, sodded, or similarly landscaped for
NWL permanent stabilization.
b. hat type of construction equipment will be
e. Shoreline erosion during preceding 1► months used(for example,dragline,backhoe,or hydraulic
dredge).0
dumptruck, backhoe,pile driver.etc.
f. Type of bulkhead or riprap materia c. Will wetlands be crossed in transporting
equipment to project site? Yes X No
If yes, explain steps that will be taken to lessen
g. Amount of fill in cubic yards to be placed environmental impacts.
below water level
(1)Riprap
(2)Bulkhead backfill
h. Type of fill material
Lars 1'YY 4 /g 41rkczo Osi S10
i. Source of fill material Ap'li" i ,r Project Name
Gw7` A,,( A'(4ita
1-
4. OTHER FILL ACTIVITIES rignature-
(Excluding Shoreline Stabilization) 3
a. Will fill material be brought to site? Date 6
X Yes No _ Z
If yes, J11iIV
(1)Amount of material to be placed in theT I
Revised 03/95 ,�AY 0 7 2003
DIVISION OF
COASTAL MANAGEM1EP

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Development Permit may also require a
Major Permit, For DCM-MP-1. Be sure to Stormwater Certification. Has a site development
complete all other sections of the Joint Application plan been submitted to the Division of
that relate to this proposed project. Environmental Management for review?
X Yes _ No
a. Type and number of buildings, facilities, units If yes, date submitted Stormwater General
or structures proposed Permit application to be submitted for review
one single-family home concurrent with this application.
b. Number of lots or parcels i. Describe proposed method of sewage disposal.
two parcels combined(lots 149& 150) on-site wastewater treatment system
c. Density (give the number of residential units j. Have the facilities described in Item I. above
and the units per acre) N/A received state or local approval? yes
BCHD permit#95-43501
d. Size of area to be graded, filled or disturbed
including roads, ditches,etc. k. Describe location and type of proposed
6,915 s.f.or 0.16-acre discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
e. If the proposed project will disturb more than industrial/commercial effluent, "wash down" and
one acre of land, the Division of Land Resources residential discharges). No direct discharges
must receive an erosion and sedimentation control proposed. Stormwater runoff to natrually flow
plan at least 30 days before land disturbing activity over vegetated portions of lot
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division 1. Describe proposed drinking water supply source
of Land Resources? Yes X No (e.g.well, community,public system, etc.)
If yes, date submitted community water system
f. List the materials (such as marl, paver stone, in. Will water be impounded?_Yes X No
asphalt,or concrete)to be used for paved surfaces. If yes,how many acres?
marl,paver stone, concrete and/or asphalt for
drive and garage area underneath house n. If the project is an oceanfront development,
when was the lot(s)platted and recorded? N/A
g. Give the percentage of the tract within 75 feet
of MHW or NWL,or within 575 feet in the case of LarI let 'GP LO(.kUIo0A '( S D
an Outstanding Resource Water,to be covered by A pli or Project Name
impervious and/or built-upon surfaces, such as 1 /�� �
pavement, buildings, rooftops, or to be used for T'' i Q7e LAO�'9'N i OL
vehicular driveways or parking. 15%
h. Projects that require a CAMA Major Date
Revised 03/95 VAAI 7 2033
p1V1� FME�iv
COASTAL 1JtA1S1ONAOG`

•
US Hwy. 17 Supply
/ ,' 4z,
.-,
VT _�
�®o
N
g
•
o
•
, SITE 1111 It): \
ATLANTIC INTRACOASTAL : WATERWAY
PROVIDED BY BONEY LAND SURVEYORS
CAMA Major Permit application, i
I d Lots 149 & 150 Lockwood t -
VICINITY MAP T: ' V) "���
Applicant Jam: - iiV I- wary
Location: Al , nswick Co.
LMG#02-03-157 ��Rd °�QQ3
C:Ipmjectfiles1149&150LockwoodFollylfigures.cdr Date: 5/1/2003 eet 1 Of r
plv 1S1C4 ENS
COASTAL MANAGE

..,, _,,i_ .„ Cink e.-..,,..n. 1,,k, ..J-M, , 1
! _ dN- ' +
if) -.__...--
_ IR f ,
/kk"44 y;;� _7.,7{y sr____e_.::...)rog
F '.I ,5: ,•- ~� I .!'1 '�•`` •
✓r
fir 1 -.-r r—�' 1 �' 1 G I ,
1 ter '•--.. '1 C•- f .1" Lf•
.r.---.., (-"N ..0 I 1 L _.. th, . e e•"\.‘114: •,.\.... • •
•
- . . i ..
"�. r mot. -rr ,, _ '--',__-r +L i L Y V' L:�+3 ° 1
• ,___ f{ r 1 V'-..-_r . __,•' - ' y i I ti_-- { • E. :r.
•
__... .,._--4
,..„ .
,--....._ ,...-_,...1-• rik I)9)•%-• - -fr- ..•1- •IF_ N-,___.-L%-.7g.::-. . -_ • c.,,,,- .42. .1.. .. .
- -, V-4--- • , ..
I t•,- -'• •t_ •L.- . (7.,:..:
, LI II ....A.'.:',.::_` .- te:37- • . . 0" :;:. ' - • ItZ..,„„.32..
--• BM: .. t //6 r„,,, . _ f.:54:,,,,,":}fil ...(:,0,..cks P'..----"'":_: f‘_!).: I -.:;-::.-......•
I -, .
L
_ _ •y ~
. r+r 1 ^I_• � :L.. - L . lk .'-• ') 1. 1 JA i— •- . L-...1.:.. F—a
mom
0' 1000 2000' 4000'
SCALE 1" = 2000'
CAMA Major Permit aap i---�p
USGS TOPOGRAPHIC Lots 149 1 fdJl►"�lD1
�
MAP Applicant Jam- d Kristin G o
Lockwood Folly Quad. Location: AIWW, = nsvi p, c �03
LMG#02-03-157
C.lprojectires1149&150LockwoodFoIIylf+9ures-cdr Date: 5/1/2003 ekol~$10A � t tEN-
COASVkL. `4'

. , .,
._
emwJ* ' a
t• z . . £ r
rr YE .1. r ,.w
r 1-4,/,'Z'kl-,',,,'. ..t :r E ,__-..,,,,
i
t. Ja ' Z.
,-5 ; �-,,
Ill p 1( ••
*' '' °' - sir
c.E. .. -• fr_z •r
1
q at B fi S
- 1000' 20iv�SCALE 1 - 10jo.
-h ftCO
LAMA Major Permit application,
NRCS SOILSURVEY I Lots 149& 150 Lockwood Folly SAD
Brunswick County Applicant; James and Kristin Gregory
Location: AIVVW, Brunswick Co.
LMG#02-03-157
Clprojectfilest149&150LockwoodFollyMBmes.cdr I Date: 5/1/2003 Sheet 3 of 10 I

' /r
i o
ea '81
ra
/ I-/ WWWWWWw,,,, iIi
ems=L NORTH �' � / iii !
�¢1 Ottii!.,4 �d I° a ! .F)
/' ®�\ // ' FS �19Sf01111F1A>9 C �' a CC m
'.� /la
12NNCANAC4C4CAWCA 9 4 0-..I
i' // ��� Igo ..� II - oC) E M
--
• / / •, z�f !i59591�9J95 ri• E $ 11'E "' ° ��'cos m Q o
f • ' // Cyr•/ 5 8 to y O CA
C 1 o .r • a
g� � 1 ' AV J $ II c, r"' c a
• /. Rv S H h +� @J v Vl
+ r � i /• /^� a L7 a< �� i N II in t•
,IA mac r ce
1 . \ af g II 'in N <
t� • •
�b' //� ' \ / S II vV II NM m
Q_
• \ /� 0 I a 9 g'.•S' pg ,_ � _ � ni c Ill
\ ,L.•......... • . \.--''"..- T
_1 g•..... \ K.
../ el' id . / .,'. . . . • . . • . . . 41%4. 1 L___.
.., r- .. %. . • 13 . ,
7)I. W •�' • 41,0 .\\ J / '� i
a
—Ii �•y•'• .4//r N.
am \\ W\�s ` / 5 5)r I k / •. .a} Q ad
)1_ ii d
/ z..... • %-- :4> • -——. °...,:r I .'—iliv '614
14 ././ \ i i
= / ' Ct
''''/...:':1''
''"'"' ..
0111 !
illgi g .". I .9*Yn
fr. do el r_
to
.� • ! in
c m
��' gl M I IV ��\\ aa A \ M N 09'46147. W �'11: ...... .%••• IP \ . I'I ..J Ca VO; 2
13 I j bill
El)
A \ \
r 'V z O
a i a Ili `!.r ___I._ __._ — \ _ (AZ! j 111,E
• /' a 1. •I 1•IA i �( Zw I II
itiii
dori
Twin A A ! -0 ,� �� t��A`( D 7 2003
MIA 1 „La.II a c J • J�p,L i�1ANAGEiJ1ENT
4114 !i� a C A
ill
s JINN NNM� p

r
f 0
/ /
e-
i ° of
ec a5
. ■a �-F. i'/ / ice/ �/ •�� 2 Q'O c _v tf��_m. r .� . _ / �' W W W W Wi.,W2.J 3, 1.:.14)). ttPiOtr3:1.1 IA 0- .. .-. U
tIlNORTH ` �� � �: c� II
1zaliiI 0 In
ZiNNNN OCi
/''' V %, v • y .Jn2nJ.]J�J7 v. C1 .
' o` 0 0�1 �� ,7 C
r ' s �� �,ni1 " '�� to A.
M in a� c = c,
a� o
hi
�' , 1 rci 0 V W U N W
K J a V «+
o.
• i �, : .I rn • r- c
•
i11t" " " "''S q • EL-
� z
<
• I. II
•
a _____.—.5 .. / . ‘11( `''. •
o a.'•• \ I' • cr)
•
\ /.-:........... • ' 1—
:Lc- : wu: - 7249- .,...1 I :al I =
I— o / / '• I
, . . • , • • . • L . . • '\\zsti... I
r• . • • • S. 2 i:A •• I
I ,�Lti ...
a' ,y L3 ,,� I •� �p \ � 1
a /, : .
ejs
6. aU431
'4T,• /rn \ • ,e` \
� J � \ ' G� • . /aN \ \ � Q�
. 1 1usY
1 il !
/
0 co
h \. / W C)OJY C °°
in v-
-lull: �� • yr. it, o u .
III 1:1 'sue``, •.\ A , : Q
fill M iy%v� Al Al Al \ rn N 09•48 47 i �' •o i In
in ��s1� , .
cao '
l'.''........... -... '''''
eli
1 A s Z='i3 M'H'w A " 1 i irtr-A S
11-d' p 3 �.
I011 SW� " " aW `b �1Py F
I co
ms U
41 th
< yet c o a v o x 01 �P`
_I
!ilia re 8 I u`o6 N a is
j 5 •o• O J m iNk S`C P�. 1
ino o
llill
gritiN NMr i

- o of
/ / kit h _. ;LI
L.
M Re r1 ®cR /'/ // ��/ �__+��' wWwrrwmwas �° d� c . L
—`—' NORTH . /'/ // i �a u N. c3 ° -
6 Al .•••
i' ��V / �� Peh I`salill'i �18�ggi9A �19 0 ca m
g...- 2 1 f , O O ��
...- ..... ii / 1 ,.
• . (°41 /< C'""... 1 . -lee ' • 4.I 'TF < -J < .-I a
ft. ' 19. _AG plo_ati 4 " * , 0 > a- . 03 - d 0
z 3 CAin e
�,
• /\ .tiri f \ 0 Z 0 0
h � II g �Ci 2• o �� , \ /ti �
r1.
s N COIIMa CL W co
` � � • II v Wa
1 \ �� I .�•'• 0E — c It II
Tel •a = v 2 w_\ O
W .• ��� _ 4 `\ J
z
{. ih • hr� •fit. ��' a 1 r U b
' • *Si mod.,' .. `��d• `\ \� ', G� i a )- N6.,
. 1
•
-Qv • / z c •n•—
y a / oU 0
114 ...• •-...
•
iIj' i ' Z�LY\ s i• In\\I 'tn 47 • ':• . c !j O *s
1 111 ;11 \ '° j. '° \ M N 09•48 47 W _ III .—.
L 9., 6
it'd1 , 1 v. -RIVE i
tilisi r # Io � _
N 1 • a � A � J O]�
1� 1! 4iai H� � � �� � IANI 07 2003 J
�� d 0L`MNa
m �' o J m plVAsk�ti•l OF M _NZ
liii! ^ c ir)oo L {J1A�AU�
IlifillJINN N►7� k GOp,S P'barl -- i JI 1 .

•
II
/ I .
-....' ME TA► S DOF I \
• ��' (��3"Wilt. r
�` I 11
J ^_T li
li pNe 1L.4% ME TA „LWtb1-PI.ANIL _ - - - - -- - �I '� II I \
J •
J � �F ' S 1i(TYf� /ii,liel .•. 1.2 11 I II i I `
_r /- w it
LLLJJN
•
i
1
If
e7 R— _ - �.��1� SCk$ warms%. lxS..WeOb - '�"'�' --'c __-�---�- '� Hai.wiegAw-
F� I q —4pbty .,. ,, MR) doRNEQ 8b T.• �• - —I— - !'_•_•__.,_._ •r` �— (YYR1
Aw S4 PAST •GEMI.1 11i ,—_ ,�n Vi=r-11
rrwYa G"HPfICI-R.A(DIG 4•ICARCI• Ib,W.I Ijfl ;____
«� ►M. • G1••
VIM �+F•nFvA1 rfs' MIO Mull nw (rR) ePAb¢b -- _
4.
ril I IL t
/ 'I -a IJ [I.T1•♦qer• r:iJ1fF i ( ' -_
I II
I'14 11111141� � �- in
nwl—`r�r ��r■■ rlr�■c■rlr■r `- i.,y r��■i--- — ell -_ ■rr..rrr�r.l .r`I'r.i ii nrrrrir-- ■Ir?wlr�.4 Iw li)A„ w _^ �. .« a•i minim ■r r,r■ ■rr •NUM wrr ■rr■� .1r ■ ` d SAYM1. -■..w- rrrM r■rr■ r wr r ■■ 1 -: __
w LL
41.1 . i' ' �. - --- --- —'__- --- ��. -r��—_ -_ _-- `��� - .. - -T _ �� Y• ' 4
di
•
...._._._ .�, '�i
..: •
ID 11
e^I a"r a.pcsrs L o�vcQ �; ."�, � �/7/''�IT"
fZIENZIELI
Ilm
1 I�� - , --, ..mar 1, l dam•.. r■�� IIIIII
I
. iiiiiiiii
ymomminwimmi
rimmimmemmirma
I, [ I ..iy- 1
1I rR :�16NtAni bra Lti
� fr'�i;(I "4 lSAanea oo K;,, �l Ar py: u 1C Ir,l .'{ yca --- - -
OR!DRIVEWAY APPROACH
tot
`°VL°�°u
Noce- trot) (=,r arr.ba"
• toua..F14.(-N10
-.:RSC- T. SIDE ELEVATION NO RONT ELE\f T\61l
F1 UTE
O ALL EriTER10R WALL% ill. FACES STREET
TOTAL HEATED SC), FEET a ' 10� ilALLs OW
TOTAL -to-- VINYL
4- COWL, WI l'Ae WCOp
2.3L So FT .0 AU. ETV=[At C1Auttr. BCAQbS i:l,:>)(T S10E It- FleGNT ELTVA-YIEN
• TO 6E 06 s"WOCb.
© ALL bCeC2S To CALEt WITA IS"uL Ind-' -- lrnm■u gr er,lu'w-T.C.V 'I
Ile A�Weoh. Mit !.ur. ,C.. I RE1'r beri OZ
A .
"'HE KR1STl �
«..«.. - -- - r.li (r,Rsh �EfiEOp'.:il l ,11 I. �.�
Liki
MAY 0 7 2003 j
NTS r...z)
91VISION OF.
CAMA M.Qb�i 0e�r -a ti r
Lots 149 & 150 Lockwood Folly S/D
HOUSE PLAN
FRONT & SIDE Applicant: James and Kristin Gregory
— ELEVATION Location: AIWW, Brunswick Co.
LII MG#02-03-157

•
, \
•
7_MIN] ,MEM 1 = IEEE \ 1'i�en$1111111I \l�2'.5,J.CYLVTE _ •
1Mi Tit., Sl00ti -��
_ r '
id'%MA
Sort MtAoiR �, p.
.c:y LZVRI—+1I , ._
III _ iill ] Luall 1............. ; iii = ..--... .. ......... ....1 vs mane — L. •• •••••••-.
I •Si.aa.vola 1 1 .--. ---- lifitl _ /7.lb. 1.:11.P:1 • ..)
°°" Tina ._ ,c — ....r •-_, gnitux I 41HH111
FI Pff1 .11 . \ >\1
__— _� - _ - - - - - II Vim'01.1E ARWNC GUTIteX t•ItrUat, -,•—e.le Posta - —
A I' i
I -y - 111
,: _ � .
esm. . — -
I. a011Qt: # MS mu / �T. �,. ii i { r �I.
�i0�r -
.M 1 &Th ' •
' 1.„ MEM 1 1 ) 4 1 I -A ., :. , M
•
l� + •a G .� i t I- —_ � _._,
. ,
1'1 ,t 4L GANL. TIC'. = 5.y m :*' i47 I /
,� d I '►j --.. i . GONL. VIA.
I=p FNIS-t2b.1Nt! L ouvetxee
veKT'b L-rrtl
SACK ELEVAT101J LEFT ELEVATION
FACES MARSH
i3ArJC ¢ LEFT EL \I b
1
S(, •yv,•, e ,
THE 1ST 1
• 1 all, 4 mks srrAv.- EGc kii Id.r. -
DP(- ;�
f
NTS [>>�15k� Vt'
r•nAS1Ai"
IT
CAMA Major Permit application,
HOUSE PLAN Lots 149 & 150 Lockwood Folly S/D
FRONT&SIDE Applicant: James and Kristin Gregory
ELEVATION Location: AIWW, Brunswick Co.
LMG#02-03-157 I I

•
___ IS to"
(al LKIL' £41 21cIi (41 YI•1i' (a) Can. ,� _ _ _ _ _ _ _ _ _ _ �_ — — __ _ ... .- _ ._..-- —
u u u \R—�6 e'•1." s==• sta' s'_ 21� f eFJLtA16 5.Fta[a2 411A(Potai6 SAM.! As. OPP.SAM —� y I
i
jr,�I
Or'
ea' 1 a s a
lamb !LAMA ooul.laW I .P I ('f�' p rol- — —T_ — — — 01 �—'-I ,rfaT 1
r— J aMaaw aL>Ew tat ee._atw /y
v +,.1. a1•' ate. ,/(,. 1 7.A" ,:e I, tt t .N U I fie. i i m W/mw.e- - ulu.r' auwi ur — I w�,�1.,_.. 1 o
(sl a'ai I 1 .P_T
. CLa tMPea...1 LI 1 W•�.
souls I5M17. u/`Nr`s•:w► s4�er a1 at w a./ ; I d'a I / T
.- a YPI[a•e•(Y....L•awl L y ,
V2 i,1 Coma. -_INET O ° Yta1CM SCAT — -- , / '
r•L. 1.11sN taeY I F pt(O
f i atlRE LENTcd OY1N►WU1 ._. LWotHi I ' \�✓ IL•i ' I G 1S'•c' I �� I
t `ONeN I 4 I Kt: .1 . j •2 Ia4 •4 1_I I _1
ij \ 1ANbR. ( tae.eW TT-144-.
6 " .1 1 \i. rN..te2- V OIyy ;atom! II If14.)1 4E3 ' , 2.m. Lai.71L11. _ 1 , .71 \ " 1 1 y1Fl.( I I /
•�� 1GITGHCN r, Q.u."a.L. I u alm a
' K, w wme •1�—+I - -- 'a 1 4 I \ys .a G'al' N h a fJ� I !a" I
. 1 1 .�' "...�� .I y ' I I I \1:,c" `. RI J - _ Ara-+- _ ► .Y' I
d 1 10'r.r_ t F.A. . , 1 0 !qI .d N 1 I. \ I I I- -- !r-•' ,.'LL,cEx
T GQPk-T _ t • T�,I 6=i' 1 + .__. -IrN3H I IA i E T 1 ..� i _ - - - ---_z_ �I
a /� 1� A
uRA 11.tE4 �.. •
as �1 10` 0 O A •�1 1 _r `. l J I.4� /, 1 uALLL To I 4 e".. j:4w 'f I �,nbe S/.
ZO bE CMI•eta 4 - -.....-, eanl.Tea + N(,I yF-- 1 I, MP ROOF MT F ,1 ._I_ _.
6Y Tte3Eitif .1 I`•L •,- A/45M 6 3' `A I 1`/1 \ / II• 41 __I
CtA.70.ST 7PaN ' 1 'NA I .14 b►NUL eN6.44014LE6 ) �,..F` I i • I,
1 ai J " `T it . ' e (2t v..`.14 1_v.. J x �1I0 3.'40 aw-a PLAN Fat • I .bcT hp�; I I
h (� W 6L .d J Pba IN mom!Matta. .� ICI i . \
ON" i,P 3 I p .4 .__8 I \(a 1 N6 till aqr 11( I
Mom O t II l . w1 E(AYu . P L _ _ 'HnuLi�I J / I rl ��
•• k • `zu•trtWot waacb .�$ 1 4 n I '/
-_...... .. i --0---�-' G i1 . P�(1II�� y- - ` co,_ems. J 0at.i�,oj // oPEN [en..'a I
�. J-.A Ial-41 .a tiarao .A e I �. -r---------- �^ II
r__. --1 , •P' MLA- •1 a 1'S --- .1.., �IIL FaLH WG7Etc _\ I
LI Ii� — s'.40 1 / Pear elYEIttL0K W/ I I
L
1111 W. ill
_.I .P 4'. / I I ! q
I• � 1—� PICK.PAS n w11T� �" u-t' I / ..I� 1 I ,I
� 1 g
!ME F1R1ee0.•LE i+a"PrC�1S 'III I L o • t, I 11/4i 11.. (TATA i e- I MMII'Ida �•IF ,1 1 -I' ---� I 4 I
T Llbwe s .� 7 • A �' yM - AZo/6 -. IA NI►Pmc-r. la
.' G \?; 1 I
N 1{ „ �se -at Ir. IN. ;.-.. .._-p.- • < // HAnen,..� I \S,
gag
yjf 1 ir. N / q of d It i 1 1
rail
NG� J .A ti+eac Rs.u.. _- IQOP41 LE,..1,. �I I
r, Wt. 4UI..taestr` e- ( - �I I N :�/ +� I •.l..a • I
4 GIl.IL tateeX R u"O.C.. I
_'tom_ _
I r Cv.w t o p S I
I J ', ,'• _ 2".6" ue.meltt. M / 9`A \
—� �� MASTEit — ,Q a.v.•eac... ~'y l'IS ePP_N cFtUN(. I r Is I
iS ti u. .•rfa.ez.K \ I
\ aATa I st4 .r s '� d I — I I / ee ik I td da Wo..uHwsw I \ i
wa �! Irt� 1II(�Jl• umc` u i T I / H1oNbiWL C n T z O I do/ r -.___vales St.
61
�."_ Lr 1
A �`•eam 9•e.PA ff bimultb I NO•4..tia 1de •.usS I ' (7.1 L•`•4 I' 'mum. 1 ,I
1 L. • A A" ".p 1 4' 6��'• 710 tsar T T fp %UT Te CTW.) • I 7
1 1 I 7�, 4E..,ie,IL N.P AlWE new il. IMP(TYR1 11 i WALKWAY 1.1 1 M1 1
11 d uM(L
ill 1 I Llluu wc•w1 ulab,us w/emur► I �G" 1
`y Ji �-a AQ - `� S:o _ d , 1 •2���� I aa.aawT t4a1 rtM.f ierMo. J." ---. ..- - —%i..
'a •
pg IN+ = ore.. POAC4l ..3 n .tE° ` I_. `i _i.._ _, C _ _ - J Z\ , 4 I. I
d 'Atl i1 i7� Wens. tt1a.1(tL �31.IJ(i p /W 5 t.' a=et.1'-7. St ., st2-" 213" C./EV..l wulr- �—. IO_N y�i
• 1
I as n n I— I— — - - - - — - - - - - - - - - - — �.... — '- - - - - - I
(21 5'..1.• (41 Ytatar (41 re...L' Cst 2"...19 f , __.__ ..-'--- ,
(2
•
cZ �.` p
Mate ... . 2.44.. SC)
-— a
•
190-rE• AtICe.LINI. \)I
I.ImrE: �_-•.-rea\eR WAu_s z:.g. L�a3
'1iZST FLOOR '4
PLAN _ =k4Tvalott. WALLS 2a" SEC.ONtI FLOOR PLAN tv`Pt" � 0F J�
1S\pN � M
ttEATm SQ..FT. 1sZ t�la
o reo soy FT. Eiat� i\\I .1 P
UNC5ae- Qnot= Sra..FT. LI83 I.
PMS-C 4... SE(d14C..—,cap PLAN
u.:jy'_lid, .n armor:
.aaN 1.
..Ic:AUI, na
•
"CtIF. KRILTI
•
•.. ._._—_and...._.. NTH r'I t. sANII:S GPM=g ' I.e.w.N.r.w _
_._ .._. —_ .__. — .— _ ..— _. . - —. .-_ _—_ CAMA Major Permit application,
I Lots 149 & 150 Lockwood Folly S/D
HOUSE PLAN
FIRST& SECOND Applicant: James and Kristin Gregory
LEVEL FLOOR PLANS Location: AIVWV, Brunswick Co.
L� MG#02-03-157 11

•
•
I If (1
11 yA EYTERVA. 1.L.-OLIOC.0
4" It11ZN SMFAT NINV �'�
•
N 15 L6. ASPUALT .,o=s- a-
•
PA4E! Sbv'�.r� Le
MIETAL ROOF r OOOP co-* •C•---' Fl Prsu1 -i
ii
FACES MARSH (il NR.s•E III N•le �' """���'''��+
NURA. a. i ' a.m..SOL PS R•S02N
121 CA fi 11 D.L. / I
VI!}..I.I et II.. CL\ILIIIL
1$=A \�'•O" 1 1S'•O �:p2^1p FASCIA l]DMlla WAuL,.IF IIII,. n, 2 itrrs NS` 1. Tjl4•raL if
1;;7�1 I`I i+2 BIOCJLING "�-C91 G"0A"WNeCW NEnot O- '" /�'
'yt-.•1,3 L21 L'w11'rT Pv:%C7, !21 aloepT, >•.t.• L21 iL1L PM rr; +4 (el Ad'Pt G Al Syv.•9•
• ♦ �_- _ -+';�I7'1-.- -� �e{l', f iY _ ,y;.. .riYy YCNTEC WOOb SOFFIT ,1•• c'/_�-�
1•• 1 I'. :'' JJ 115 I --•--f� ♦ a --W r'.a vltELE MOULDING ��� \ ILa. SNCLTDOLK
L• -•-•h •vi 6 L 'dam } ,r-•- .AY'
• C_ _ u 21%31 UM.vINVL W1t1bLLI _;1 Y f 1i'eil;•� ¢ filVwa.
f �. l A I •i LAW-.APRON I` r Ir/T.�.L. uoxx r
►I1J
n ` tE •AO'•O �8+d POtifF� ( !� IL"GJLOHANG /�a�.D '
'�1 r�
S,� 4'•1.' _I' 91a• _I 11 ILO 710 I 1.'•4' o! I 'a , 1.4 WINEOIJ TRIM LM� Q ..1 V
ij MD Jur 4a'MY a " a=e NYS a:0� PIl.•N&•.lots" 1 a 4 : =
__ _ IlrlwD vols Rasa.star 1 YA1Nl0 vanr Nails I,�,p'. `d WINDOW -='1 -/ --f-- 1 SF/ rIt b.
r\\\\\\ '�I I�r'rr�-L c"a�nb Iwwl•wu�1l { I- 3 . 3 FLUOR ' J
\ •S \ 1 1 �,yy.) I° � yi EXL PLYWDOP SIKATHINb op �• 6u1�0 UY .[,i t. Z
I, I k t .4 -J 9 evl wA.L / SF �.ui A l ulCu X
\.. 14=8 L5�4• , f *15 LO ASP,WLT PA000. ,4 a
i' \ I _ y f FI111L1lata F..tw...,
d I2. i A I^-^- METAL R6OF I IA;id. P.I.uunt.
I.."es.C.. 1 ,, to 3 t� I I W R•IS .-I " aYOv..uar. r
7 7' 4 d '- ; am,2,10E
1 11itl YMS01(RY 7I1 # gNWOCANE STRAPS IAEA WA\L SNNI: ��- --�^
1 II I' JJ (U W Fun EOLw fl I S I' m IL.e.c.e4 4)N-m ... ) _-. 1
b 1 a o .� 1' ___
,� I LV I11.4 IN iA.till 1 x
•R 111 i'a Vain.'rO.L. a1 .� I ,r d b Y z'wl2t FAl4A 1110AQ0 Il I1 ut w FIV..Ult..FLGOQ-mamas. e 11•e.C.
I 14.OP V EBl6.FLT LLL 406TING REINF. is reKN 6•• I eft 4 1 I II 'I !1 Lai/SSL" tIFl,RWL 6N e x WALL.OIL CONT{N
ai ( ; e_ Le a•e. rs SA•I.Yu1 eTYl11 s1.oa� P 11I a of
eo L"6.1GC1C113C. 14 .'� '1 1 1 l /1` .. ti .....
CO LOCAT1tiNr1 �'I I $ 1 VL•NTCO U10Ob SOFFIT ,pia.' 2..Itl boa.F11AMt 11 �1 ^�.'/L `-.NEk:TQ�UL
1 %%% JI
r�'(�/`•�•'l __ bleLN1N6 04R)GAD nova :+ �... 4,I+1.S /S, cElbl Nra
II ' �,It1 1 - -- - , - . i- RR1cSIC N10W o1N6
ilf
L, ...1 L J r ., , , laws P.T,Da.Wet' - WINCeI.L NFADETL
I GARAGE : ►d\ 1 1 /41 fOLE even
fit it IVe LPL cam LII LV11
, t -+-- AP..,, Rt1WnOb
M I LOlA1ER LEVEL. �.,,, et tit lVer N.Lat. - [LI (WL14'1.VL `_ '1 1 I1 01.GRR)ANC. i+•Ie RT.Q It:e.L. - rl.Ala�.c,.eb -ro f
T,P• LI5 • �. 61RWS%u.Io. 1_ J
A 1 }rr►1-__ t+!!t��� 1 , CExaWs. u1/ad z
4'r�11G. MEWL I 7gaTl 4 W'�s.C. F; /e I:YWOOb S116ATNW6 Z.-I:C.N.VIVA.uIII4CoLl- tx,.L a ea.L.
♦ r -"I E):�-••C�. M1 TO Lf]uNGC.T eEAAn TO WINO 'VIOL.. Y V
4 T ♦ GOMMLKce FuxEb• M i A
0 I \ 1 I ° 4"cam.. I 'd Q {!AFTER 1aEA0//1G RATE ' t 4
MI 1 I APRON. �, P�RLH 'y 4 - W FIRST
I tQ i 1) 1•L:6 \ I .I Fl OCR
SI LING.LOAb OP ., I ir" Ri 1 R•\s zNtUL (WALL)- 3
CALftLEVRtiRO .�•� I
^I• 1 ll `\y\
V 115 'S TNAe>IECM. I I 'Y I I
_ ...v.;
:J I it A."PLY W C00 310,1111Ni `
N I.\ OW MASi16R d1n1100N1 1 - 'I ,1 I Q I A4 WNIOL114 112WO 11431 ;,C,.� .N 3 F.t 11'.l1EC RLOR
R Li.r"WINOOIO 7MY.
•�, I-_ TrIIE5. NDL1!£WGAA N a
'a (♦ E $ I a BEAeEC NAnCI•WNk- 2':r 3
sir ,I.� a �
14!R YiE EI16 rLTRUSSES I r ►230 1,m
tar...-. GNYIL.Vww v� J I .1 I II."GL. • \ I lone _J.1r_t.feLL �/)
'�- I I__ POGLN nEW-1NG� ►_. _ _.- 1.----- _-___•l!kI �, , I • d 1,7RR.N .9 I 9"BMA W/MOUibINf.Tg1a1 C _ _ --- - - =---
y ry RCOIL I ti^1•,o pQl.Pule.Fl.TPJ1aCS4 tlr•O.G.
> l'1'1 N 1 x
p I 6-t•ti t1LaL. DECK Ii �� q
Qi_ 1111 .1 �Id 1 Q C �1r1N.�'7' 1'x� _," 5 r
4 2:A taaaa $ u1 14.1; 3 - (.�1 S4'a 111/4"LVL
I I 2 E1:0 P,T,POLY IIv%) ADD.A T 84Nb PEO_ OR.
,t -•- ON iLl."wli NMI AIW,A OC NC6aL vxYli '_- I fe.1 I•+1."n 14"LVL ever.) &Abe!
♦ 0
•, I &T! 14AN�1Na pa i INML 2 Who e.walla. \ I .4 I COWL.O� • 1.'I I b BEAM Bait. I TV,. _._- -
�A ,r [,-.,•{I•`, 8+!"►.Y•PtuNG SUNK R2.19=ILSUL.(r.a )
I `- • 1 \ { must
I,. •fo ORPTN. RVP.1 �1
I�\\\\\vl �\ \ r_�L - 4r I
1•"-• _ - LLaT11.�' - - -a-a NW - - - VS.IIEIF - - -, .as- -- -J LP_' .iJ 1 �� 'i�l.STL10 WALL. ,� • \
• yawl,WM, R 4va.+f ,wlw LOW l Ont....N. r
SINK. S:9"PSLINGS �i/ I�L'•.i I� 4'•O" _I� 9Ls I Ste" S I 4=4 bO411.1 �-C� Al- T4.lM CUT /i 14"G,L. ., 8 S II y `,
.`y' 1l \VVpI 1
4 - tQ • W/MOULD ING AT TM",
tN J 1 ■
•� y .4 GONG.APRON I' LONG.FY6.ie/t tl d •r•/VE1L NoUe£IJ4AP I
III 5,,,��`�\1 \'l,
(L`„?7 r.�: ,`.a ✓ f4TtF•r) 1N PI Nil, i1H 6i6"RY. E I
-,� -I \y\,�' 3 .r
I: b. I ff r 1 I w a t/ r J ' f�
. •�.^; - ►: + :*-- --- --fir . � ti _ T �--•-ti!'`�•---�� + �1---�' eaoaa¢BAr1�>J Q a • 6R LOQ
1
1 )• a 11 stelwa. (teul�lb/LL) -a F - `
tT.k;ZF•.4 fit irlti rm. IA,S•(rJ (LI Vol:1Y L_tt'_11 (al 'Owe►m. ;yFF''?I LL1-14.reWr. L J �y \G.45.gil•` _ ''
I I - .. ` �- 1 1 1/L"PLYLIOOb S1fATWNf� 9 1� O� t" I\ '
I I �i�JL lit n 1.d IS=O' 1b-O 11'•oi lO'-C
•
rs
' FACES STREET• ,i^TRe.tem p1 1 1 p\N
L4°o.C.LAP SILICEb �S(r\�
•ib guava.W(zr", _ O
ov11.COMIC.BLLU.�'
N I I _,1._ I C 1
I F�J1�NAT1Oh1 Pl-A1R ♦ FOL+NOATIGu -�
•
NTS s
V4 SC.ALE. 4"L.oWL.APRON " ^I"LUNG.FL1Y_l2�
LAMA Major Permit application, -: . -rmaaaDEb RCb ;:` • . ----'r r•, .�r."..., „
HOUSE PLAN Lots 149 & 150 Lockwood Folly S/D ANCN0D.•S 1.31I- • 71.• \z'+•z4• °FOUNDATION CU.
GROUND LEVEL, C0Se` "`'k i/ _ ~
Applicant: James and Kristin Gregory LrLa'Wi.E rcwNIIAT10N 'PLAN
WV, Brunswick Co. entITINt1Aa7. k sectlANPL
GARAGE Location: AIV
W I.
••Iwa1/Y..
_ SECT1pNAL LrnlLfl>TE 1'Ta.
-r tNl.. AUG,Oz.
LMG#02-03-157 1 r I . ,L -1- a n. 1/- Gam__E rteY�n4 nl ,
u11 L S CF.1aA.R.

State of North Carolina
Department of Environment
and Natural Resources ! •
Wilmington Regional Office
James B.Hunt, Jr., Governor I4l C D E R
N
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
Division of Water Quality ENVIRONMENT AND NATURALRESOURCES
May 12, 1998
Mr. James M. and Mrs. Mary C. Daley
976 Sturgeon Point Road
Derby, NY 14047
Subject: EXEMPTION
Stormwater Project No. SW8 900225
Brunswick County
Lockwood Folly Subdivision Lot 319
Dear Mr. and Mrs. Daley:
The Wilmington Regional Office received a copy of the CAMA Major Permit Application for a proposed pier,
dock and boatlift on Lot 319 in Lockwood Folly Subdivision, on May 11, 1998. Staff review of the plans and
specifications has determined that the development activities proposed will not pose a threat to surface water quality
from stormwater runoff. The Director has determined that projects that are reviewed and approved by the Division
as not posing a water quality threat from stormwater runoff should not be subject to the stormwater management
permitting requirements of 15A NCAC 2H.1000. By copy of this letter, we are informing you that your project will
not require a stormwater management permit.
Please keep in mind that this determination does not relieve you of your legal responsibility to obtain other
permits which many be required by the Division of Water Quality, the Division of Land Resources, Coastal Areas
Management Act, Federal, State, or Local Governments. In addition, any future modifications to the project will
require additional review from this Office to assure that stormwater impacts are not an issue. The low density
stormwater certification for the subdivision was issued on July 9, 1990, and limits the built-upon area for the single
family lots within the 575' AEC to 4,500 square feet maximum. Please make sure the proposed coverage for this lot
falls under this amount.
If you have any questions or need additional information concerning this matter please contact Ms. Linda
Lewis at(910) 395-3900.
Sincerely,
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/arl: S:1WQSISTORMWATICAMA1900225.MAY
cc: Jerry Parker, DCM
Delaney Aycock, Brunswick County Inspections
John Parker, DCM
Tom Morgan, R.L.S., Brunswick Surveying
Wihnington Regional Office
Central Files
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Form DCM-MP-1
i 4
/0" A APPLICATIqN Roo /
(To be completed by all applicants) I ,
`.,�c� I l ooR
�1' NI 1 19 i 1 )
b. Ci , town, comu ma, 'E=�►
�6A&idi��
1. APPLICANT varnamm g L MANHuE�T
c. Street address or secondary road number
a. Landowner: 94 Genoes Point Rd., SW
Name James M. & Mary C. Daley d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Address 976 Sturgeon Point Rd: •
e. Name of body of water nearest project (e.g. river,
City fib' State NY creek, sound, bay)Lockwood Folly River
Zip 14047 Day Phone [phone]
Fax 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Brunswick Surveying. Inc, a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead,pier, and
Address 1027t Sabbath Home Rd., SW excavation and/or filling activities.
Construction of Pier, Boatlik
Stationary Dock & Floating
City Supply State NC
Zip 28462 Day Phone [phone]
b. Is the proposed activity maintenance of an existing
project, new work, or both? New Work
Fax [phone]
c. Will the project be for public,private or commercial
use? Private
c. Project name (if any)
d. Give a brief description of purpose,use,methods of
construction and daily operations of proposed
NOTE: Permit will be issued in name�f + (s),Rio. project. If more space is needed, please attach
project name. additional pages. Private recreational use
for boat access to the Lockwood Folly
River.
Methods of Construction: Pile Driver,
2. LOCATION OF PROPOSED Jerry Pump, Barge
PROJECT
a. County Brunswick
Revised 03/95

• '
7i`(C;;: '
AY 111998
m. Describe existing wastewater treatment facilities.
4. CLAWit)4934VATER
None
C°P51-tlik.RACTERISTICS
a. Size of entire tract 31 ,582 Sq. Ft. n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) 31,582 Sq. Ft. wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
c. Approximate elevation of tract above MHW or Surface runoff
NWL 8 Feet
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
Sandy Public water supply
e. Vegetation on tract Grassed with trees
f. Man-made features now on tract ne 5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Consult the local land use plan.) following items must be submitted:
•
Conservation X Transitional (Urban) • A copy of the deed (with state application only) or
Developed Community
Rural Other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
R-7500 forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? x Yes No
(Attach zoning compliance certificate, if applicable) • An accurate, dated work plat (including plan view
and cross-sectional drawings)drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 112" by 11" white paper. (Refer to
done for the tract? Yes X No Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? detailed description.)
k. Is the project located in a National Registered Please note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes x No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on the site? Yes X No Engineers regarding that agency's use of larger
Coastal (marsh) Other drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? requirements and it must be sufficiently detailed to
(Attach documentation, if available) guide agency personnel unfamiliar with the area to the
v.a.va nimoe

Tin r�� I h',Form DCMrMP-1 i& a r i
{
site. Include highway or secondary road (SR) �.
numbers, landmarks, and the like. 6. CERTWI : l� 4. 1 E SSION
TO ENTER ON LAND
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the I understand that any permit issued in response to this
adjacent waterfront (riparian) landowners and application will allow only the development described in
signed return receipts as proof that such owners the application. The project will be subject to conditions
have received a copy of the application and plats restrictions contained in the permit.
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments I certify that to the best of my knowledge, the proposed
on the proposed project to the Division of Coastal activity complies with the State of North Carolina's
Management. Upon signing this form, the applicant approved Coastal Management Program and will be
further certifies that such notice has been provided. conducted in a manner consistent with such program.
Name Lockwood Folly POA I certify that I am authorized to grant, and do in fact,
Address 309 Clubhouse Dr.. SW.. Supply. NC 28462grant permission to representatives of state and federal
Phone [phone] review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name Gene T. Whisker permit application and follow-up monitoring of the
Address 96 Genoe Point Rr7 �w' G, NC project.
Phone [phone] 28462
i further certify that the information provided in this
Name application is truthful to the best of my knowledge.
Address
Phone
• This is the 7e day of ARZIL , 1938
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers, Print Name L . GJIZGANos
permittee, and issuing dates.
• N/A Signature Con iI L. &kw,C I,w0
Landowner or Authorized Agent
• A check for $250 made payable to the Department of Please indicate attachments pertaining to your proposed
Environment, Health, and Natural Resources project.
(DEHNR) to cover the costs of processing the DCM MP-2 Excavation and Fill Information
application. DCM MP-3 Upland Development
• A signed AEC hazard notice for projects in DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
oceanfront and inlet areas. DCM MP-6 Marina Development
• A statement of compliance with the N.C. NOTE: Please sign and date each attachment in the
Environmental Policy Act (N.C.G.S. 113A - 1 to space provided at the bottom of each form.
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95

98-093
Form'DCM-MP-4
STRUC
(Construction within Public Trust Areas)
Attach this form to.Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete 'all (1) Commercial _Community Private
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) Commercial _CommunityX Private
(2) Number 1 Pier
(3) Length 77 Feet
(4) Width 4 Feet (4) Width of water body
(5) Distance buoy(s) to be placed beyond
(5) Finger Piers Yes X No shoreline
(i) Number
(ii) Length f. Mooring structure (boatlift, mooringpilings, etc.)
(iii) Width p �'
(1) Commercial _Community X Private
(6) Platform(s) X Yes No (2) Number 1
(i) Number 2 . (3) Length 15 Feet
(ii) Length zu rest (4) Width 12 Feet
(iii) Width 8 Feet & 10 Feet
(7) Number df slips proposed 1 g. Other (Give co nipkte description)
(8) Proximity of structure to adjacent riparian
property lines 20.5 Feet
(9) Width of water body 300 Feet
(10) Water depth at waterward end of pier at
MLW or NWL-5.7 Feet
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length 3144ES t4 VAty C. D NLE y
(3) Width Applicant or Projectct3Name
c. Groin (e.g. sheetpile, etc.) � L c QUA O
'�'�g signature
(1) Number
(2) Length(s) 4-28-Qt 8
Date
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands I 1 ��
(3) Maximum distance beyond MHW, NWL or • n
wetlands
MAY• 1 11998
Divislc.
COASTAL MANAGEMENT
Revised 03/95

.Ks X —� UO y z N d
co
L_ La-Z V- O'S frt
'J If o 0& O< Qrl
r' �: ti.J CD NOU 2
rD nH N V)Z I-< v� �„ N N =•-W Zri x o< I +los„ -0 a O 1 O -2: d- a w p o
o Q o> 6+CO id co W M ..S�,�S.IS S O ��rr:� =� r m z '0 �z? o Tor:ri , W M J I�]' C' - 00 NC Z m z
+; z a D N -(-a— .�8'SSZ "i'>s 8 4` (I) w o _� 3�, 4f 06 Z
0 ~V�"��: �* - InaaZ tO.**J��.,� i t © U V Lp �vja< U Z
�. CC I d Z W Z -0 N Z w
O �J V) `O p W C i v J wi z rn J
O oo< o z C
�? �� } L.. E 0 o woz m
W d� ,��� f'� TZ o 0 O O a ��Qvmo o
o ce
s �< � - (!)Wm =3 ,- O�_�
I- U 7 , 1 3�'Z,f£'.9SN Z/7 vZ 3 `_ci o a V�,°� a o n
U o W °r°� .Z6'£�z w 2 ] EE 1n o Z E(A ,p0 N
O w Z = d 3„60,S�.6bN cN 3 Q� CC 2 O N T a W Q o 08 o
v W N C9 C� LJ E Q Y w z g
fr y al
(n m
v }J •
•-O aoa W VJL O 3 oa``<oo
+0 _1 LaJ2 ox0 L.L.z \ 7 n F— .-1107GgJU
oa aaoti •_ �- n 00 O N j
u� F= _ �.� p o) `
Dov w Td %2 x U, '� J try 0 z o
0
wo3IA I Z J� sw = ¢ w W Q Z Z
W p � p F
wUW �0I 0 Z4w I W �Q N apvw Zi
00� wOwt� < WQ w vIa it - w avam Y w
t-�0 La_~0 �Z m3 I- 0 ` wry al
0M0 ZO
v w� W 0 / :,• w Km pw�
NIN° .. 1.. (
M „ . I ^ ID zJ
•� 5 a 0 a �v w �Z Co
0.
� m ce
Z $aCCbs
le
�{ n 5,Cy U Q N� co wo00400
� 0 ~ } ` O �� tP 1 Q z < �wzwia cat
CC1 r . �� ct.�� M Np b
Qe a v' C: g �*p Qoo '°
vs
W 0 isill
0 in 0
cc • (,� ` OJmw�M<el War" eF� F4
r�WK< \ ��0� z wwo G
0
Inv) ; / �Zc req.- i
m>rZ�� co a0 •0N w
G] NF �—pz_ Q
¢5 p 1l O1 ( •
lal j p y N
�i�S4a Zpf'WJrM ° R
* * * iZ =?,
'' ' s Z T-,�1` II ( ,

lc
1 .�J 1 I,r--�� uy 2 co0 = / z 3 M
.tC Q x U C9 '� ] d
wZ �y tt ! NI
J In N W Q t.r{ 7' w n IJ _�'� C
�o 9 f7 lea co if moo: ' O Q (/� § cv
m aE �< $
W d YO > -� 3 z lJ O ' g15 U
ow cq _ W Um p
. Q D rn _ s
oo +, M ..82,£S•LS S XM 1�5 C� I. m r m _� TJ �za o 0
{� Z '� ��) .b8'SSZ w - w�'� d U N rn� N C �Zmc� Z co
cr,
..,
!� fix +Nall O�D'[L�y�£6S`SN 6 8�89 G�G+�g�'��� coLLI -0-j - Y w_. cn t, a xti
t__.
Q ��c'i�,... I sf'* 'S - 4Y.tatts- 0)j„�Q• © 0in -q W<W O
CL
v oW v y�.O f Z w — z C .N �ZZ Z z 3 W
Z pn �0 0�N.99 0)OJ _ 3 m QJa'�"` 4
O C aLi _ - ;n r .��s T Z p co p o i° QYm m '°
O Q z N .Ll•SI, w �a oi +' WW2 =3 o OnNo
~ Q , / 7 3�•Z,��.9SN : ,i v fri Z / f o a U•so a
C� D_ oo LT]
°°� .Z6'��2 w 2 p Z E 2 o r *
O w o o 3.60,S�.6�N O• N >; a � � m
v }J �O aoz P N x mm��rD(n� 0cV n- oQQ,, zg g 9
cn
+7 Jz II' -I OQ76 I a d W VJH �� 07����
v,Li_ [ C,CO LL -fr
C
o� w m_a_ ccc x w —� — ..,,,, /
03� 1wz J� m- _ ¢ w J Zw - O
z
N
o z z0
wc0La 1wv o Z~cr 2 I w O Oa m -=� N a,;,o� ��'
oo
HJa ��W �3 m� (' \I
_ W Irk r/� aI:< Y W
006 d' rn W7 — ~ 5_ :lam �.,/• O4W0 NO
C W W JO
0#041M , 2 mm �• ` F�FUz_,.-
. �cc ZCrp�
I 07 0 D.W N z�� O� h a Y r^a_ w V Wz 88a§f/!
_ ^ k. a 1,..1i.„
Q•O p O
re 0 0 up
'•, x co \�,� OJ NZZ II w
Wi • 01,A9 F
siga
Y
W C O` F
Fr'0J p `r Za. O
fill 'c
,-- w (L)en z "'LE
zpl'nM Z.o
i ( . (0
`` o1O aSz0 f�o Nz Fo l

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor .n
Jonathan B. Howes, Secretary
FAX COVER SHEET
DATE: C.Q V 1' NO. OF PAGES 9
TO: —jritr BOOS I U 1 FROM: Lje � LQA,u1 S
CO:
l CO:
FAX #: (TtO -- i -212I FAX #:
REMARKS:
I
127 Cardinal Drive Extension,Wilmington, N.C. 28405-3845 •Telephone[phone]• Fax[phone]
An Equal Opportunity Affirmative Action Employer

1 ,• ,
-
Chet:k MO*i:4,z,ago
/// 0—
---__.s.....
89107542121 Jun 3 '97 8:26
Slate of North Carolina
Department of Environment, Health, and Natural Resources ..
• ' Wilmington Regional Office
James B. Hunt, Governor
p• .:A.
Jonathan B. Howes, Segentary
FAX COVER SHEET
- ,damom.. .....1111111•1 •Immmon
-••••••••••ssr,......„..
— _
DATE: 62(31 q 1 "1. OF PAGES -I--
_
TO: ibUSFEX) FROM; 1.41/th- Lewi s __
CO: 40 CO:
------- ---------
FAX #: cfr — 11 -4- - 7 r ! FAX #:
__,..._
REMARKS: _I
• • .•1•1 ,. ..... ...r
oin ....... ........ . .
A- .... .... ,, 4••••
,... .,, • . .
amomm
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3$45 •Telephone[phone]• Fax[phone]
An Equal Opportunity Affirmative Action Employer
•