SW8140305_HISTORICAL FILE_20141208

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \,A0365
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
fl HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201 1 l2� Ff
YYYYMMDD

AGrA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 8, 2014
Mr. Allen Jefferson Earp, Manager
Funston Land & Timber, LLC
1007 Evangeline Dr,
Leland, NC 28451
Subject: Approved Plan Revision
Brunswick Forest Phase I Section 4
Stormwater Permit No. SW8140305
Brunswick County
Dear Mr. Earp:
John E. Skvarla, III
Secretary
On December 2, 2014, the Wilmington Regional Office received a request to revise the approved plans for Stormwater
Management Permit Number SW8140305, The revisions include reallocating the impervious area as summarized in the
enclosed Impervious Area Summary Table dated December 8, 2014. It has been determined that a formal permit
modification is not required for the proposed changes. No changes have been made to the permitted plans. The plans
approved on June 3, 2014 remain the permitted set.
The deed restrictions for the impervious areas per lot have changed. The following restrictions are now included in the
permit and must be recorded:
Phase 1, Section 4:
Lots #1-20
6,300
Phase 1, Section 4:
Lots #21-23
6,300
Phase 1, Section 4:
Lots #24-37
6,400
Phase 1, Section 4:
Lots #38
6,300.
Phase 1, Section 4:
Lots #39
6,000
Phase 1, Section 4:
Lots #40-54
6,000
Phase 1, Section 4:
Lots #55-58
6,300
Phase 1, Section 4:
Lots #59-67
6,000
Phase 1, Section 4:
Lots #68-77
6,000
Phase 1, Section 4:
Lots #78-79
6,300
Phase 1, Section 4:
Lots #80-89
6,000
Phase 1, Section 4:
Lots #90-95
6,000
Phase 1, Section 4:
Lots #96
6,300
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
Please be aware that all terms and conditions of the permit issued on June 3, 2014, remain in full force and effect.
Please also understand that the approval of this revision to the approved plans or to the permit for the subject State
Stormwater project is done on a case -by -case basis. Any other changes to this project must be approved through this
Office prior to construction. The issuance of this plan revision does not preclude the permittee from complying with all
other applicable statutes, rules, regulations or ordinances which may have jurisdiction over the proposed activity, and
obtaining a permit or approval prior to construction.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

bVv6 14u3uo
December 8, 2014
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Since ely,
II Joh on
Envir ental Engineer
GDS1kpj: ,%1*5 G:IWQ\Shared\StorrnwateAPerrnits & Projects120141140305 HD1201412 permit_pr 140305
cc: David Hollis, PE
Inspector, Brunswick County Building Inspections
Wilmington Regional Office
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 140305
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Funston Land & Timber, LLC
Brunswick Forest Phase I Section 4
Cross Water Circle, Leland, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention ponds located in drainage area 34 (Pond 34) in
compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter separately and
collectively referred to as the "stormwater rulesl and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division and considered a part of this
permit.
This permit shall be effective from the date of issuance until June 3, 2022 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. This stormwater system, Pond 34, has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The stormwater control has been designed to handle the runoff from
437,840 square feet (sf) of impervious area of which 8,934sf is available for future allocation.
3. The subdivision is permitted for 96 lots, each limited to the impervious area per lot specified in Section III(1).
4. The project shall provide and maintain a 50' wide vegetative buffer adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of each side
of streams and rivers and the mean high water line of tidal waters.
5. The discharge from the wet ponds is designed to flow overland through a level spreader and 30 foot
vegetative filter strip, designed per NCAC 2H.1008 (I) to pass the peak flow from the 10 year storm in a non -
erosive manner. The level spreader has been provided to protect the wetlands near the pond's outlet.
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 140305
91
The following design elements have been permitted for this wet detention pond (Pond 34) stormwater
facility, and must be provided in the system at all times:
a. Drainage Area, acres:
20.10
Onsite, ft2:
875,680
Offsite, ftz:
0
b. Total Impervious Surfaces, ftz:
437,840
Onsite, ftz:
437,840
Offsite, ft2:
0
C. Average Pond Design Depth, feet:
4.5
d. TSS removal efficiency:
90%
e. Design Storm:
1.5
f. Permanent Pool Elevation, FMSL:
16.00
g. Permitted Surface Area @PP, ft2:
48,500
h. Permitted Temporary Storage Volume, ft3:
82,838
i. Temporary Storage Elevation, FMSL:
17.50
j. Predevelopment 1 yr-24 hr. discharge rate, cfs:
5.54
k. Controlling Orifice:
3.00"0 pipe
I. Orifice Flowrate, cfs :
0.17
M. Permanent Pool Volume, ft3:
216,000
n. Forebay Volume, ft3:
43,200
o. Maximum Fountain Horsepower:
3/4
p. Receiving Stream / River Basin:
Mallory Creek / Cape Fear
q. Stream Index Number:
18-78
r. Classification of Water Body:
.C: Sw"
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved stormwater drainage
system shown on the approved plans, unless and until the Division has approved of the revised plan.
2. The permittee is responsible for the routine monitoring of the project for compliance with the built -upon area
limits, grading, and the storm drainage system established by this permit, the permit documents, the
approved plans, and the recorded deed restrictions. The permittee shall notify any lot owner that is found to
be in noncompliance with the conditions of this permit in writing, and shall require timely resolution.
3. The permittee shall review all individual proposed and modified lot plans for compliance with the conditions
of this permit. The permittee shall not approve any lot plans where the maximum allowed built -upon area
has been exceeded, or where revisions to the grading or to the storm drainage system are proposed unless
and until a permit modification has been approved by the Division.
4. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
5. The stormwater management system shall be constructed in its entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 140305
6. The permittee shall submit to the Director and shall have received approval for revised plans, specifications,
and calculations prior to construction, for any modification to the approved plans, including, but not limited
to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, or sale of any, all or part of the project area. The
project area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
d. Alteration of any aspect of the approved stormwater drainage system and/or the approved
stormwater BMPs.
e. The construction of any permitted future development areas shown on the approved plans.
All stormwater collection and treatment systems must be located in public rights -of -way, dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such required
rights -of -way, common areas and easements, in accordance with the approved plans.
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately. If the stormwater system is used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
10. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
11. The permittee shall follow the approved Operation and Maintenance (0&M) Agreement in its entirety, and
shall provide and perform the listed operation and maintenance at the scheduled intervals to assure that all
components of the permitted stormwater system function at design condition.
12. Records of maintenance activities must be kept by the permittee. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
III. SCHEDULE OF COMPLIANCE
Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 140305, as issued by the Division of Energy, Mineral and Land
Resources under NCAC 21-1.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW8 140305
The maximum built -upon area per lot is as specified below. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
Phase 1, Section 4:
Lots #1-20
6,300
Phase 1, Section 4:
Lots #21-23
6,300
Phase 1, Section 4:
Lots #24-37
6,400
Phase 1, Section 4:
Lots #38
6,300
Phase 1, Section 4:
Lots #39
6,000
Phase 1, Section 4:
Lots #40-54
6,000
Phase 1, Section 4:
Lots #55-58
6,300
Phase 1, Section 4:
Lots #59-67
6,000
Phase 1, Section 4:
Lots #68-77
6,000
Phase 1, Section 4:
Lots #78-79
6,300
Phase 1, Section 4:
Lots #80-89
6,000
Phase 1, Section 4:
Lots #90-95
6,000
Phase 1, Section 4:
Lots #96
6,300
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
g. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the pond or street, grading the lot
to drain toward the street or directly into the pond, or grading perimeter swales and directing them
into the pond or street.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of
each side of streams and rivers and the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the Stormwater Rules is subject to enforcement
procedures as set forth in G.S. 143, Article 21.
2. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling lots. The recorded copy must contain all of the statements above, the
signature of the Permittee, the deed book number and page, and the stamp/signature of the Register of
Deeds.
3. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR personnel. The project
and the stormwater facility must be in compliance with all permit conditions. Any items not in compliance
must be repaired, replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
4. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain will be allowed in
the stormwater treatment system, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if
they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool volume. The
maximum pump power for a fountain in Pond 34 is 3/4.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 140305
If permeable pavement BUA credit is desired, the permittee must submit a request to modify this permit to
incorporate such language as required by the Division of Energy, Mineral and Land Resources. The request
to modify must include a proposed amendment to the deed restrictions and protective covenants for the
subdivision, and a soils report identifying the type'of soil, the Seasonal High Water Table elevation and the
infiltration rate. Upon the successful completion of a permit modification, the individual lot owners that
request to utilize permeable pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of the permeable pavement.
IV. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the Director.
The permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the
supporting documentation as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in whole or in part, except
in the case of an individual lot sale that is made subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association,
subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such time as the Division
approves a request to transfer the permit. Neither the sale of the project in whole or in part, nor the
conveyance of common area to a third party constitutes an approved transfer of the permit.
3. Any person or entity found to be in noncompliance with the terms and conditions of a stormwater
management permit or the stormwater rules is subject to enforcement action as outlined in NCGS 143,
Article 21.
4. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal)
having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take immediate corrective
action, including those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal business hours for the
purpose of inspecting the permitted stormwater management facility.
The permit issued shall continue in force and effect until revoked or terminated. The permit may be
modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification,
revocation and re -issuance or termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
9. Approved plans, specifications, supplement forms, 0&M Agreements and calculations for this project are
incorporated by reference and are enforceable parts of the permit. The permittee shall maintain a copy of
these documents on file at all times.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit as allowed by the laws, rules and regulations contained in
Session Law 2006-246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
Page 7 of 10

State Stormwater Management Systems
Permit No. SW8 140305
11. The permittee shall submit a permit renewal application at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate documentation and the processing fee.
Permit revised and re -issued this the 81" day of December 2014
NORTH DCARROOLI_NA ENVIRONMENTAL MANAGEMENT COMMISSION
for Tracy Dawn P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8140305
Page 8 of 10

State Stormwater Management Systems
Permit No. SW8140305
Brunswick Forest Phase I Section 4
Stormwater Permit No. SW8 140305
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for
Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 9 of 10

State Stormwater Management Systems
Permit No. SW8140305
Cerfifcation Requirements:
Page 2 of 2
The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
_4. All roof drains are located such that the runoff is directed into the system.
_5. The outlet/bypass structure elevations are per the approved plan.
_6. The outlet structure is located per the approved plans.
_7. Trash rack is provided on the outlet/bypass structure.
_8. All slopes are grassed with permanent vegetation.
_9. Vegetated slopes are no'steeper than 3:1.
_10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
_11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
_14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the
vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DEMLR Regional Office
Inspector, Brunswick County Building Inspections
Page 10 of 10

Brunswick Forest Impervious Area Summary for SW8 050927, SW8140305, and SW8 060226
12/8114
Deed Restriction Data
Impervious Area Permitted to Each Pond's DA
(for Pond Sizing)
SUA/lot
#Lots
BUASubtotal BK/PG
5W8050927
5WE 140305
SWIR W226
Pond's DA
Pond's DA
Pond's DA
Project Name
P rase I
Phase 1, Section 4
Jefferson Landing
Pond Name
Pond JL-2
Pond 34
Pond JL-1
Total Impervious Area Previously Permitted to Pond
Plan Revision 12/8/14 (no BUA changes)
Permitted 6/3/14 (modified to increase BUA)
3,119,303
(Permitted 6115106(&PR 7127109 r$134,403sf
Plan Revision 12/8/14 (no BUA changes)
Permitted 6/3/14(odlnalpermit)
437,840
Permitted Plan Revision 6/3/lq Plan Revision 4/22/10,
and original permit 4/25/06
1,183,91)
Total Impervious Permitted To Pond:
3, 139,303
437,840
1,183,917!
Streets
]40,994
64,900
369,468
Foxbow Cove
21,312
0
0:
Springfield Or
19,356
0
0:
Jamesford Ct
14,945
0
0:
Larchmont Ct
21,111
0
0:
Wilwood Ct
13,028
0
0
Lilllbrldge Dr
50,288
0
0
Phase 1, Section 3(All Roads)
302,542
0
0.
Low Country Blvd
211,412
0
0
Phase 1, Section lA
0
0
236,135
Low Country Blvd
0
0
133,333
Phase 1, Section 4
87,000
64,9W
0
Sidewalks
190,359
26,506
94,304
Foxbow Cove
7,710
0
0
Springfleld Or
6,098
0
0
lamesford Ct
1,662
0
0
Larchmpnl Ct
3,369
0
0.
Wilwood Cl
2,651
0
0
Liffhbridge Or
15,892
0
0
Phase 1, Section 3 (All Roads)
82,058
0
0
Low Country Blvd
43,732
0
0
Phase 1, Section IA
0
0
67,145
Low Country Blvd
0
0
27,159
Phase 1, Section 4
27,187
26,506
0
Other
1,920
0
2,100
Pump Station
1,920
0
2,100
Buildings/Lots, Total
-1,179,010
337,500
- 651,115
SW8 D5D927
Section 18: Lots#124-136 1
3,350 1
131
43,5501 BK2515/PG12WI
43,5501
01
a
SectioSB: LOHo[s#137-155
3,890
19
73,910 BK2515/PG1260
73,910
0
0
Sectionn LB: L#156-184
5,075
30
152,250 BK2515/PG1260
152,250
0
0
Secll02 SB: Town Hames#223-274
3,575
52
185,900 BK2515/PG1260
195,900
0
0
Phase 3, Section 3: lots pl.94
5,000
94
470,000 BK2614/PG0496
470,000
0
0
pSingle Family:
156
#Town Homes:
52
SW8140305
Phase 1, Section 4: Lots a1
B,300
20
126,000
Drafted, TBO
0
126,000
0
Phase 1. Section 4: Lots p21-23
6,300
3
18,900
Drafted, TBD
18,900
0
0
Phase 1, Section 4: Lots #24-37
6,400
14
89,600
Drafted, TBD
89,600
0
0
Phase 1, Section 4: Lots #38
6,300
1
6,300
Drafted, TBD
6,300
0
0
Ph a se 1, Section 4: Lois#39
6,000
1
6,000
Drafted, TED
6,000
0
0
Phase 1, Section 4: Lots#40-54
6,000
15
90,000
Drafted, TBD
0
90,000
0
Phase 1, Section 4: Lots#55-58
6,300
4
25,200
Drafted, TBD
0
25,200
0
Phase 1, Section 4: Lots#59-67
6,000
9
54,000
Drafted, TBD
0
54,000
0
Phase 1, Section 4: Lots#68-77
6,000
10
60,000
Drafted, TBD
60,000
0
0
Phase 1, Section 4: Lots#78-79
6,300
2
12,600
Drafted, TBD
12,600
0
a
Phase 1, Section 4: Lots #80-89
30
60,00D
Drafted, TBD
60,000
0
0
Phase 1, Section 4: Lots#90-95
N00
6,000
61
36,000Drafted,
THE)
I al
36,000
0
Phase 1, Section 4: Lots #96
6,300
1
6,300 Drafted, TBD
0
6,300
0
pSingle Family,I
96
SW8060226
Lots 91-8
4,300
8
34,400 BK2515/PG126O
0
0
34,400
Lot 0-24
4,600
16
73,600 BK2515/PG1260
0
0
73,600
Lot#25-63
3,485
39
135,915 BK2515/PG1260
0
0
135,915
Lot#54-93
3,890
30
116,700 BK2515/PG1260
0
0
116,700
Lot#94-123
4,600
30
138,000 BK2515/PG12W
0
0
138,000
Lot#185
5,200
1
5,200 BK2515/PG1260
0
0
5,200
Lot#186
4,300
1
4,300 BK2515/PG1260
0
0
4,300
Town Homes 205-222
3,575
18
64,350 BK2515/PG1260
0
0
64,356
Town Homes 275-296
3,575
22
78,650 BK2515/PG1260
0
0
78,650
pSingle Family:
125
#Town Homes:
40
Nture
1 1,007,0201
8,9341
66,930
sf
f
f
sf
cf
at
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
Page 1 of 1

DEMLR"USE "ONLY
Date Received
Fee Paid (ex ress only)
Permit Number
U
o
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8 140305 & SW8 050927
2. Project Name:
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
Funston land & Timber. LLC
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Allen Jefferson Earp, Manager
5. Mailing Address for person listed in item 2 above:
1007 Evangeline Drive
City:Leland State:NC Zip:28451
Phone: (910 ) 383-1425 Fax: ( )
Email:[e-mail]
Il. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed):
10EIV E
1C1T�14—
minor re -allocation of Lots BUA only as per attached documents and draft covenants, no revision to plans
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original & 1 copy of the Plan Revision Application Form -D-30
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s)) "A
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR)
VI. APPLICANT'S CERTIFICA
I, (print or type name of person
certify that I have authoriz�e/c
application is, to the best N '
ai 3) Allen Jefferson Naar, lkinager ,
the information included on this plan revision
Date: it — ZC t
Plan Revision Form Rev. Oct. 31. 2013

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, December 08, 2014 11:07 AM
To: Scott, Georgette; Casmer, Jo
Subject: 2 New Submittals: SW8 140305 & SW8 050927 (both Brunswick Forest)
Georgette & Jo,
Georgette asked me to do the completeness reviews on these on Friday. It took me all morning to figure this out. They
are related but separate, and both are PRs. They share a complicated Excel table that I made a while back. So, once I
figured it out I went ahead and updated the table and wrote them up to be issued. Also, just FYI, the engineer
submitted a single PR application for both projects with an original signature. But, that application lists both permit
numbers. So, I copied the application and made a note on the copied one to see the other file's original signature. Not
ideal, but there was an original signature intended for both projects.
Georgette,
Please assign these to me. These are both PRs, so I signed the cover letter. But, both had data updated ("future'
available in both permits and BUA/lot in one of the permits) so the permit text is reprinted for both permits for your
signature.
Jo,
These will need to be entered as new PRs that were accepted on 12/2/14, and then issued today. There is a third
related file, SW8 060226, that is also in the summary table but is not affected. I made a copy of the updated summary
table for that file and will file it.
Thanks,
KJ
1c6Ll, 0kVt,SOV1,.
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

Review Checklist
Project Name:
Project Location:
Received Date:
Accepted Date:
1,14l (y
�1
Rule(s) 1:12008 Coastal
El1995 Coastal
Phase II (WiRO)
Universal El1988 Coastal
Type of Permit: New or Mod or PR
Existing Permit # (Mod o
PR
I u03QS
nPE
Cert on File?
Density: HD or LD
%: _D(%OK?)
Type: Commercial or Residential
F-1NCG:
ElOffsiteto SW8
Exempt
Stream Class: 0SA Map
i
Subdivided?: Subdivision or Single Lot
IMORW Map
Paperwork
FISupplement(s) (1 original per BMP)
F-1O&M with correct/original signatures
Application with correct/original sign
Engineer on:
b Type(s):
per BMP except LS/VFS and swalesJ /U � /L
Deed
Corp or LLC: Sig. Auth. per SoS or letter
F-1$505 (within 6mo)
❑Soils Report with SHWT
Calculations (signed/seale J �p
ElNoobvious errors u
Density inclu on areas, etc
Deed Restr%ions i su divided:
MSigned & Notar d
Li Email Address: Design Engineer
Email Address: Owner
Note to Reviewer:
4513$114' J005WlCK Q65- �-�4S`
WVwta6E (�26A $ PRos6cT �,
CNcg USE off-Sr?(-5- DON'T )GumAJ
UJttq SE-i �p I—rAA-7 `� b.) .
Plans
F-12 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
ElGrading Wetlands: Delineated or No Wetlands
Vicinity Map El Layout (proposed BUA dimensions)
Legend ElDA Maps Project Boundaries
Infiltration Wet Pond Offsite
Soils ReportSoils Report F-1PE Cert for Master Lot #:
SHWT: �SHWT: Deed Rest for Master Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

6W$ lQo3oS
Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
December 2, 2014
Ms. Kelly Johnson, Environmental Engineer
Wilmington Regional Office
Water Quality Section
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Brunswick Forest
Phase 1 Section 4 (SW8 140305 and SW8 050927)
Brunswick County _
Revision request
Dear Kelly:
Enclosed please find:
• Copies of the Restrictive Covenants as will be recorded.
• Revision application, signed and original
• Other supporting documents and revised lot BUA allocation sketches
The developer wishes to re -allocate some of the lot BUA as per the above documents. The total BUA is
exactly as permitted; there are no lot line or RAN changes (no plan changes whatsoever). No pond or any
other technical changes from the existing permits.
If you have any questions or require additional information, please do not hesitate to contact me. Thanks.
Sincerely,
David S. Hollis, PE, PLS
Hanover Design Services
[e-mail]
8829-PlS4-demlr-3rev12-2014.doc
Xc: Rosemary Russell, Funston Land & Timber, LLC
FECEIVE
1 OEC 112111
BY:
R.- GEIVEA D
DEC 0 2 2014
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax 9f0) 343-9941
Business Firm License No. C-0597
A

t/
Brunswick Forest Impervious Area Summary for SW8 050927, SW8 140305, and SW8 060226
r ECEWE June 3, 2014
-' �Gvf3 IQ-030a v��sc�
- nrr n� gnu
L•LV U L LVI1 'yj1v xc speed Restriction. Data,}
k
Y,V' T;BUA/Lot -#Lots BUA Subtotal
s
1,
`J�ImpervlousArea Permitted to Each Ponds DA
�'(for;Pond Sizing)
SW8050927 :'Sw8140305 SW8060226'
,Pond's DA 'Pond's DAB.
Project Name
Pond Name
Total Impervious Area Previously Permitted to Pond
Permitted 6/3/14 (modified to increase BUA)
(Permitted 6115106 (& PR 7127109) for 2, 734,403sf)
Permitted 6/3/14 (original permit)
Permitted Plan Revision 6/3/14, Plan Revision 4/22/10,
and original permit 4/25/06
Total Impervious Permitted To Pond:
• Streets "." '�. - ". ' = :' -i
Foxbow Cove
Phase I
Pond 1L-2
3,119,303
3,119,303
. 740,994
21,312
Phase 1, Section 4
Pond 34
437,840
Jefferson Landing
Pond ll-1
s'
s'
437,8401
1,183,91 s'
1,183,917 s
. - -' ' 64,900
::--: - 369;468 s
0
0 s
Springfield Dr
Jamesford Ct
19,356
14,945
0
0
0 s
0 s
Larchmont Ct
Wilwood Ct
Llllibridge Dr
21,111
13,028
50,288
302,542
211,412
0
0
0
0
0
0s
0 s
0 s
0 s
0 s
Phase 1, Section 3 (All Roads)
Low Country Blvd
Phase 1, Section IA
Low Country Blvd
Phase 1, Section 4
0
0
0
0
236,135 s
133,333 s
87,000
190,359
7,710
64,900
-¢6,506
0
0 s
94,304 s
0 s
'`Sidewalks T;l :' 4-. ,.
Foxbow Cove
Springfield Dr
6,098
0
0 s
Jamesford Ct
1,662
0
0 s
Larchmont Ct
3,369
2,651
0
0
Os
0 s
Wilwood Ct
Lillibridge Dr
Phase 1, Section 3 (AII Roads)
15,892
82,058
43,732
0
0
0
0
0
0s
0 s
0 s
67,145
Low Country Blvd
Phase 1, Section 3A
Low Country Blvd
Phase 1, Section 4
-Other..'-... .: .' •..:. _
Pump Station
0
0
27,159:
27,187
i 1,920
26,506
... .. _ 0
0
1,920
0
2,100�
;Buildings/Lots; Total -
1,171;610
330,000
' 651,115
SW8 050927
Section 1B: Lots#124-136
3,350
13
43,550
BK2515/PG1260
43,550
0
0:
Section 113: Lots#137-155
3,890
19
73,910
BK2515/PG1260
73,910
0
0:
Section 1B: Lots H156-184
5,075
30
152,250
BK2515/PG1260
152,250
0
0:
Section 1B: Town Homes#223-274
3,575
52
185,900
BK2515/PG1260
185,900
0
0:
Phase 1, Section 3: Lots 41-94
SW8140305
5,000
#Single Family:
#Town Homes:
94
156
52
470,000
BK2614/PG0496
470,000
0
0:
Phase 1, Section 4: Lots #21-39 & 68-99
1 6,000
411
246,000
Drafted, TBD
246,000
0
Phase 1, Section 4: Lot #1-20 & 40-67 & 90-96
1 6,000
551
330,0001iDrafted,
TBDI
01
330,000
0
jLjLIjDM
SW8060226
#Single Family:1
96
Lots#1-8
4,300
8
34,400
BK2515/PG1260
0
0
34,400
Lot119-24
4,600
16
73,600
BK2515/PG1260
0
0
73,600
Lot 925-63
3,485
39
135,915
BK2515/PG1260
0
0
135,915
Lot#64-93
3,890
30
116,700
BK2515/PG1260
0
0
116,700
Lot#94-123
4,600
30
139,000
BK2515/PG1260
0
0
138,000
Lot#185
5,200
1
5,200
BK2515/PG126D
0
0
5,200
Lot#186
4,300
1
4,300
BK2515/PG1260
0
0
4,300
Town Homes 205-222
3,575
18
64,350
BK2515/PG1260
0
0
64,350
Town Homes 275-296
r Future Impervious Area Available _
3,575
#Single Family:
ifTown Homes:
221
125
40
78,650
�
BK2515/PG1260 0
1, 074,410
0
16,434
78,650
66,930
VIl 33-1,'�rx�0 5F
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