SW8140305_HISTORICAL FILE_20140603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �y o 3US
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201,40� 03
YYYYMMDD

���
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 3, 2014
Mr. Allen Jefferson Earp, Manager
Funston Land & Timber, LLC
1007 Evangeline Dr.
Leland, NC 28451
Subject: Approved Plan Revision, Correction, and Permit Extension
Brunswick Forest Phase I, Jefferson Landing.
Stormwater Permit No. SW8 060226
Brunswick County
Dear Mr. Earp:
John E. Skvada, III
Secretary
On May 19, 2014, the Wilmington Regional Office received a request to revise the approved plans for Stormwater
Management Permit Number SW8 060226 in order to correct an overlap with Stormwater Management Permit Number
SW8 050927.
Plan Revision and Correction:
The revisions include documenting reallocated impervious area and correcting the number of lots to alleviate concerns of
overlapping project area between SW8 060226 and SW8 050927 raised in the Division's letter from June 27, 2009. The
enclosed table details a summary of all of the impervious area permitted to the three permits and shows that each pond
permitted under each permit can accommodate the impervious area draining to it. The previous permit approved 123
single family lots and 53 townhome units. This plan revision and correction corrects the numbers to 125 single family lots
and 40 townhome units. A master plan showing all three permits documents the layout of the three permits. It has been
determined that a formal permit modification is not required for the proposed changes. We are forwarding you an approved
copy of the revised plans for your files. Please add the attached master plan to the previously approved plan set.
Permit Extension:
On August 5, 2009, the Governor signed Session Law 2009406. This law impacts any development approval issued by
the Division of Energy, Mineral and Land Resources under Article 21 of Chapter 143 of the General Statutes, which is
current and valid at any point between January 1, 2008, and December 31, 2010. The law extends the effective period of
any stormwater permit that was set to expire during this time frame up to three (3) years from its current expiration date.
On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for an extension of up to four
(4) years. The Division is hereby notifying you that permit SW8 050927 has been revised on June 3, 2014 and shall be
effective until April 25, 2020, which includes the extensions.
Please be aware that all terms and conditions of the permit issued on April 22, 2010, remain in full force and effect.
Please also understand that the approval of this revision to the approved plans for the subject State Stormwater
Permit 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]

Mr. Earp
June 3, 2014
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerbly,
i"I f�
I elly Johnson
EnvironKental Engineer
GD&kpj: G:IWQIShared\StormwatehPermits & Projects120061060226 HD12014 06 permit_pr 060226
enc: Impervious Area Summary: SW8 050927, SW8140305, SW8 060226
cc: David Hollis, PE, Hanover Design Services
Inspector, Brunswick County Building Inspections
Wilmington Regional Office.SW8140305�
Wilmington Regional Office SW8 050927
Page 2 of 2

Brunswick Forest Impervious Area Summary for SW8 050927, SW8 140305, and SW8 060226
June 3, 2014
Deed Restriction Data Impervious Area Permitted to Each Pond's DA
Ifor Pond SiAnal
BUA/Lot
#Lots BUASubtotal
OK/PG
SW8 050927
SW8140305
SW8060226
Pond's DA
Pond's DA
Pond's DA
Project Name
Phase I
Phase 1, Section 4
Jefferson Landing
Pond Name
Pond JL-2
Pond 34
Pond JL-1
Total Impervious Area Previously Permitted to Pond
Permitted 6/3/14 (modified to increase BUA)
3,119,303
(Permitted 6115106 (& PR 7127109) for 1,734,403sf)
Permitted 6/3/14 (original permit)
437,840
Permitted Plan Revision 6/3/14, Plan Revision 4/22/10,
1,183,917
and original permit 4/25/06
Total Impervious Permitted To Pond:
3,119,303
437,840
1,183,917 s
Streets
740,994
64,900
369,468:
Foxbow Cove
21,312
0
0
Springfield Dr
19,356
0
0
Jamesford Ct
14,945
0
0.
Larchmont Ct
21,111
0
0-
Wilwood Ct
13,028
0
0:
Lillibridge 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 IA
0
0
236,135
Low Country Blvd
0
0
133,333
Phase 1, Section 4
87,000
64,90C
0
Sidewalks
190,359
26,506
94,304
Foxbow Cove
7,710
0
0
Springfield Or
6,098
0
0.
Jamesford Ct
1,662
0
0
Larchmont Ct
3,369
0
0
Wilwood Ct
2,651
0
0
Lillibridge Dr
15,892
0
0
Phase 1, Section 3 (All Roads)
82,058
0
0
Low Country Blvd
43,732
0
0
Phase 1, Section 3A
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
1,171,610
00 330,0
651,115
SW8 050927
Section SB: Lots#124-136
3,350
131
43,550
BK2515/PG1260
43,550
0
0
Section 18: Lots#137-155
3,890
19
73,910
BK2515/PG1260
73,9101
0
0
Section 1B: Lots#156-184
30
152,250
BK2515/PG1260
152,250
0
0
ection lB: Town Homes #223-274
52
185,900 BK2515/PG1260
185,Phase
1, Section 3: Lots #1-94
&5,075
94
470,000
BK2614/PG0496
470,000
0
0156
52
SW8 140305
Phase 1, Section 4: Lots #21-39 & 68-89
1 6,000
411
246,0001
Drafted, TBDI
246,0001
01
0
Phase 1, Section 4: Lot #1-20 & 40-67 & 90-96
6,000
551
330,0001
Drafted, TBDI
01
330,000
0
#Single Family:
96MoN
SW8 060226
Lots#1-8
4,300
8
34,400
BK251S/PG1260
0
0
34,400
Lot#9-24
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#64-93
3,890
30
116,700
BK2515/PG1260
0
0
116,700
Lot#94-123
4,600
30
138,000
BK2515/PG1260
0
0
138,000
Lot H185
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
64,350
Town Homes 275-296
3,575
22
78,650
BK2515/PG3260
0
0
78,650
#Single Family:
125
M0
#Town Homes:
40
0
Future Impervious Area Available
1,014,4201
16,4341
66,930
sf
4
;f
;f
;f
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
Page 1 of 1

A�A
�e
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 3, 2014
Mr. Allen Jefferson Earp, Manager
Funston Land & Timber, LLC
1007 Evangeline Dr.
Leland, NC 28451
Subject: State Stormwater Management Permit No. SW8140305
Brunswick Forest Phase 1 Section 4
High Density Subdivision Wet Pond Project
Brunswick County
Dear Mr. Earp:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete, State Stormwater Management Permit Application for Brunswick
Forest Phase I Section 4 on May 19, 2014. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Session Law 2008.211 and Title 15A NCAC 2H.1000.
We are forwarding Permit No. SW8140305 dated June 3, 2014, for the construction, operation and maintenance of the
BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until June 3, 2022, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the Operation
and Maintenance of the BMP(s), recordation of deed restrictions, procedures for changing ownership, transferring the
permit, and renewing the permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system, to record deed restrictions, to transfer the permit, or to renew the permit, will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must
conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a fling fee is required)
and/or the details of the fling process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-
3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson in the
Wilmington Regional Office, at [phone].
Sincer y,
4Tracy/Djavi�E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: G:\WQ\Shared\Stornwater\Pernits & Projects014\140305 HD\2014 06 permit 140305
cc: David Hollis, PE
Inspector, Brunswick County Inspections
County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax: [phone]

State Stormwater Management Systems
Permit No. SW8140305
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 8 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 rules') 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 421,406sf has been allocated and 16,434sf is available
for future allocation.
The subdivision is permitted for 96 lots, each limited to a maximum of 6,000 square feet of impervious area
per lot.
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 2 of 8

State Stormwater Management Systems
Permit No. SW8140305
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, ftz:
875,680
Offsite, ftz:
0
b. Total Impervious Surfaces, ftz:
437,840
Onsite, ftz:
437,840
Offsite, ftz:
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, ftz:
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 I 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 stone 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 3 of 8

State Stormwater Management Systems
Permit No. SW8140305
6. The permittee shall submit to the Director and shall have received approval for revised plans, specifications,
and calculations prior to construction, for any modification to the approved plans, including, but not limited
to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, or sale of any, all or part of the project area. The
project area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
d. Alteration of any aspect of the approved stormwater drainage system and/or the approved
stormwater BMPs.
e. The construction of any permitted future development areas shown on the approved plans.
7. All stormwater collection and treatment systems must be located in 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.
8. 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.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
10. 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 SW8140305, as issued by the Division of Energy, Mineral and Land
Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
f. The maximum built -upon area per lot is 6,000 square feet. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 140305
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.
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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8140305
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 fling 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.
11. The permittee shall submit a permit renewal application at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate documentation and the processing fee.
Permit issued this the 3rtl day of June 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rTracy Dave P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8140305
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8140305
Brunswick Forest Phase I Section 4
Stormwater Permit No. SW8140305
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 (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 140305
Certification Requirements: Page 2 of 2
_1. The drainage area to the system contains approximately the permitted acreage.
_2. The drainage area to the system contains no more than the permitted amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
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 8of8

DEMLR USE ONLY
D to R ccive
Fee Paid
Per it Number
ApplicabWRules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post C6nstructidrf-
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form cony be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Brunswick Forest Phase 1 Section 4
2. Location of Project (street address):
Cross Water Circle (South of intersection at Low Country Blvd & Shelmore Way)
City:Town of Leland County:Brunswick Zip:28451
3. Directions to project (from nearest major intersection):
south on Brunswick Forest Parkway from main entrance off US 17. Turn left on to Low Country Boulevard.
Project area on left (875' past Shell More Way. Project entrance at the intersection of Leesburg Drive and
proposed Cross Water Circle.
4. Latitude:34° 10' 49" N Longitude:780 00' 47" W of the main entrance to the project.
Il. PERMIT INFORMATION:
1, a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals Toth modifications also requires SWU-102 - Renewal Application Forin
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* prde a designer's
certification C':g%'rE .
2. Specify the type of project (check one): M�Q r 20f4
Flow Density ®High Density ❑in Dras to an Offsite Stormwater Systr
3. If this application is being submitted as the result of a previously returned appfttatiQn or a letter fr
DEMLR requesting a state stormwater management permit application, list the stormwate-r projject-
number, if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
ac of Disturbed Area
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: modifying 58.9 ac. of 453 permitted
0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit
Number, issue date and the type of each permit:Erosion Control Permits BRUNS-2006-083 Issued
5. Is the project located within 5 miles of a public airport? ZNo L-f Y
If yes, see S.L. 2012-200, Part VI: hUp://12orta1.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Pagel of6

III. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the vroiect):
Applicant/Organization: Funston Land & Timber. LLC
Signing Official & Title:Allen Jefferson Earp, Manager
b.Contact information for person listed in item I above:
Street Address:1007 Evangeline Drive
City:Leland State:NC Zip:28451
Mailing Address (if applicable):same
City: State
Phone: (910 ) 383-1425 Fax:
Email: rrussell©brunswickforest.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a
and 2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone: ( ) Fax:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
State: Zip:
Phone: ( ) Fax:
Email:
4. Local jurisdiction for building permits:
Point of ContactLynn Roberts Phone #: [phone]AVURC
4
BY:______
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Wet retention/detention pond
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 20.10 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:20.10 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between tlue area
of streams and rivers, the area below the Nornal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nmi-coastal wetlands landward of tlue NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 50 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornnoater BMP. For loco densihj and otluer projects, use 1 for tlue whole properhj area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each
area provided in the same format as below.
Basin Information
Drainage Area 34
Drainage Area _
Drainage Area
Drainage Area
Receiving Stream Name
Mallory Creek
Stream Class *
C;Sw
Stream Index Number *
18-78
Total Drainage Area (so
875,680 sf
On -site Drainage Area (sf)
875,680 sf
Off -site Drainage Area (sf)
0
Proposed Impervious Area**
s
437,840
% Impervious Area** total
50%
Impervious- Surface Area
Drainage Area 34
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
330,000
On -site Streets (so
64,900
On -site Parking (so
0
On -site Sidewalks (so
26,506
Other on -site (so
0
Future (so
16,434
Off -site (so
0
Existing BUA*** (sf)
0
Total (so:
437,840
* Stream Class and Index Nuunber can be determined at: luttn://nortaLncdenr.orv/'r s n ti u
" lm ervious area is defined as the built upon area including, but not limited to, b �'I Bings, roads, parking a e s,
sidewalks, gravel areas, etc.
Y:
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B
.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httD://Dortal.ncdeiir.orz/web/wa/ws/su/bmD-maiival.
VI. 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. A detailed
application instruction sheet and BMP checklists are available from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at htW://12ortal.ncdenr.org/web/wq/ws/su/mals.)
Please indicate that the following required information have been provided by initialing in the space
provided for each item. All original documents MUST be signed and initialed in blue ink. Download the latest
versions for each submitted application package from
httl2://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. %i8e�
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants -A)e6
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated l and O&M 26216
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to el n'i�
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.'
k. Existing contours, proposed contours, spot elevations, finished floor elevatt�ns.
1. Details of roads, drainage features, collection systems, and stormwater cont oI uGl 2014
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to sub'nittal, [phone].)
10. A copy of the most current property deed. Deed book: 1833 Page No: 0180
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2I-I.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
httl2://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web4r/state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:David S. Hollis, PE, PLS
Consulting Firm: Hanover Demon Services, PA
Mailing Address:1123 Floral Parkway
City:Wilmington State:NC Zip:28403
Phone: (910 ) 343-8002
Emafl:[e-mail]
Fax: (910 ) 343-9941
IX. PROPERTY OWNER AUTHORIZATION (if Can tact Information, item 2 has been filled ont, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (pf nat�or typeiname�of �ersan
listed in Contact Information, item la) with (print or type nnnie**poforgn"mzation listed`'
Contact Information, item In) to develop the project as current cop}
of the lease agreement or pending property sales contract has been provided with th p syb�Rfppp 1, hi dies
the party responsible for the operation and maintenance of the stormwater system. II 9
BV:_
Form SWU-101 Version Oct. 31, 2013 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my
designated agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or
defaults on their lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater
permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DEMLR
immediately and submit a completed Name/Ownership Change Form within 30 days; otherwise I will be
operating a stormwater treatment facility without a valid permit. I understand that the operation of a
stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may
result in appropriate enforcement action including the assessment of civil penalties of up to $25,000 per day,
pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of County of
do hereby certify that
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Allen Jefferson Earp, Funston Land & Timber LLC
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in c fo mance with the approved plans, that the required deed restrictions
and protective covenant b r r and that the proposed project complies with the requirements of the
applicable stormwa ru er C 2H .1000 and any other applicable state stormwater
requirements.
Signature: Date: 2 G�
I, �v e l I. a Notary Public for the State of NCI County of
chl-UI US do hereby certify that P LI.EO lr-F 9JN {ice personally appeared
before me this] VPday of 1AYupu,_ 201 Li and acknowledge the due ex cution of the application for
a stormwater permit. Witness my han and official seal, _ &
�1&9), �Z
ct . °ue1-ya
pis
•r'��I�INN���
SEAL
My commission
8- 11- Zo I
MAR 0 3 2014
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

6tu8 433S
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MAY 192014
SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS FOR
BRUNSWICK FOREST RESIDENTIAL PROPERTY
ANNEXING REAL PROPERTY
Prepared by: MURCHISON, TAYLOR, & GIBSON, PLLC
16 North Fifth Avenue, Wilmington, NC 28401
NORTH CAROLINA
BRUNSWICK COUNTY
This SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRUNSWICK FOREST
RESIDENTIAL PROPERTY ANNEXING REAL PROPERTY ("Supplemental Declaration") is
made as of this-Z8 day of Ttbr"cL1q014, by FUNSTON LAND &.TIMBER, LLC, a limited
liability company organized and fisting under the laws of the state of North Carolina
("DECLARANT").
WITNESSETH:
WHEREAS, the DECLARANT heretofore executed that certain Master
Declaration of Covenants, Conditions, and Restrictions for Brunswick Forest Residential
Property and caused the same to be recorded in Book 2359, Page 362 in the Brunswick County
Registry (as the same may be amended and/or supplemented, the "Declaration");
WHEREAS, in Section 9.1 of the Declaration, the DECLARANT reserved the right
to annex additional properties to the Declaration by recording a Supplemental Declaration;
WHEREAS, the DECLARANT desires additional property designated as
WHEREAS, the DECLARANT desires additional property designated as Lots l Thru 96, Phase
1, Section 4 of Brunswick Forest (also known as "Walden 11 at Brunswick Forest") to be
annexed to and made subject to the Declaration;
84893.9- D%A'Q

WHEREAS, in Section 10.11, Section 10.12 and Section 19.1 of the Declaration,
the DECLARANT reserved the right to amend the Declaration and subject the Property to
additional stormwater restrictions;
WHEREAS, the DECLARANT desires to amend the Declaration to clarify the
maximum built upon area, including impervious surfaces, applicable to the property being
annexed hereunder;
NOW THEREFORE, in accordance with its rights under Section 9.1, Section
10.1 1, Section 10.12 and Section 19.1 of the Declaration, the DECLARANT does hereby amend
the Declaration as follows:
A. DECLARANT hereby subjects all of the property described in Exhibit A, attached
hereto and incorporated herein by reference (."the Property"), to the provisions of the Declaration
and annexes such real property into Brunswick Forest Residential Property.
B. As to Lots 21-39 and 68-89, Phase 1, Section 4, Brunswick Forest, DECLARANT
hereby supplements Section 10.12(a) of the Declaration to apply as follows:
"10.12. Site Coverage and Stormwater Runoff Rules.
(a) The following restrictions in this Paragraph 10.12(a) shall apply only to Lots 21
39 and 68-89, Phase 1, Section 4,, Brunswick Forest as said property is included in the property
described in Exhibit A, attached to this Supplemental Declaration and incorporated herein by
reference.
(1) The covenants in this Paragraph 10.12(a) are intended to ensure ongoing
compliance with state stormwater management Permit Number SW8 050927 MOD as
amended, as issued by the Division of Water Quality under NCAC 2H.1000 and any
subsequently issued permits or modifications thereof (the "Permit") and may not be changed or
deleted without the consent of the State of North Carolina, Division of Water Quality, or its
successor agency:
(2) The State of North Carolina is made a beneficiary of the covenants
contained in this Paragraph 10.12(a) to the extent necessary to maintain compliance with the
Permit.
(3) These covenants are to run with the land and be binding on all persons and
parties claiming under them.
(4) Alteration of the drainage as provided in the Permit may not take place
without the concurrence of the Division of Water Quality, or its successor agency.
94893.9- DWQ

(5) The maximum allowable built -upon area per Lot, in square feet, is as
listed below for those lots in Brunswick Forest, Phase 1, Section 4:
Phase #
Section #
Lot #
Max BOA
1
4
21-39
6,000 s . ft.
1
4
68-89
6,000 s . ft.
These allotted amounts include any built -upon area constructed within the Lot property
boundaries and that portion of the right-of-way between the front lot lines 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.
(6) All runoff from the built -upon areas on a Lot must drain into the permitted
stormwater system. This may be accomplished through providing roof drain gutters, which drain
to the street, grading the lot to drain toward the street, or grading perimeter swales directing them
into the pond or street. Lots that naturally drain into the stornwater system are not required to
provide these additional measures."
C. As to Lots 1 — 20, Lots 40 — 67 and Lots 90 - 96, Phase 1, Section 4, Brunswick
Forest, DECLARANT hereby supplements Section 10.12(a) of the Declaration to apply as
follows:
"10.12. Site Coverage and Stormwater Runoff Rules.
(a) The following restrictions in this Paragraph 10.12(a) shall apply only to Lots 1 —
20, Lots 40 — 67 and Lots 90 - 96, Phase 1, Section 4, Brunswick Forest as said property is
included in the property described in Exhibit A, attached to this Supplemental Declaration and
incorporated herein by reference.
(1) The covenants in this Paragraph 10.12(a) are intended to ensure ongoing
compliance with state stormwater management Permit Number SWS )4aos . as
amended, as issued by the Division of Water Quality under NCAC 2H.1000 and any
subsequently issued permits or modifications thereof (the "Permit") and may not be changed or
deleted without the consent of the State of North Carolina, Division of Water Quality, or its
successor agency.
(2) The State of North Carolina is made a beneficiary of the covenants
contained in this Paragraph 10.12(a) to the extent necessary to maintain compliance with the
Permit.
(3) These covenants are to run with the land and be binding on all persons and
parties claiming under them.
84893.9- D WQ 3

(4) Alteration of the drainage as provided in the Pennit may not take place
without the concurrence of the Division of Water Quality, or its successor agency.
(5) The maximum allowable built -upon area per Lot, in square feet, is as
listed below for those lots in Brunswick Forest, Phase 1, Section 4:
Phase #
Section #
Lot #
Max BUA
1
4
1- 20
6,000 s . ft..
1
4
40 - 67
6,000 s . ft.
1
4
90 - 96
6,000 s . ft.
These allotted amounts include any built -upon area constructed within the Lot property
boundaries and that portion of the right -of --way between the front lot lines 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.
(6) All runoff from the built -upon areas on a Lot must drain into the permitted
stormwater system. This may be accomplished through providing roof drain gutters, which drain
to the street, grading the lot to drain toward the street, or grading perimeter swales directing them
into the pond or street. Lots that naturally drain into the stormwater system are not required to.
provide these additional measures."
D. DECLARANT hereby declares that the Property shall be held, sold, and conveyed
subject to the Declaration, as amended by this Supplemental Declaration, which covenants shall
run with title to the Property and shall be binding on all parties having any right, title, or interest
in the described Property or any part thereof, and shall inure to the benefit of each owner thereof.
84893.9. DWQ

EXCEPT AS AMENDED AND SUPPLEMENTED HERETOFORE AND HEREIN, the
Declaration shall be and remain in full force and effect.
FUNSTON LAND &
a North Carolina liryi{
By:
Name:
Its:
STATE OF NORTH CAROLINA
COUNTY OF
(County where acknowledgment taken)
LLC
NO-' Fur,
-3�ECD—FQ4o rD IJ
_1 I> csp U 1, � Lac QQ a Notary Public for
C�1�h\ LS County, 'orth Carolina, do hereby certify that Allen Jefferson EarD,
Manager of FUNSTON LAND & TIMBER, LLC, a North Carolina limited liability company,
personally appeared before me this day and acknowledged the due execution of the foregoing
instrument on behalf of said company.
Witness my hand and official seal this the ZL4 day of 2014.
Not y Public
My Commission Ekpires:
L
84893.9- DWQ

EXHIBIT A
BEING all of those certain tracts or parcels of land lying and being in Town of Leland,
Towncreek Township, Brunswick County, North Carolina, and being more particularly described.
as follows:
All of that property shown on the plat entitled "Plat of Brunswick Forest, Phase 1,
Section 4, Lots 1 Thru 96" which plat is recorded in Map Cabinet _ at Pages
of the Brunswick County Registry, reference to said plat is hereby
made for a more particular description.
*- To
At 1 cr+e
84893.9- DWQ 6

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POND JL-2 (Additional Area)
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400 600
BRUNSWICK FOREST
Phase 1 Section 4 (Drainage Areas sht 1 of 2
Coprri9ho . Hanover Design somoe:. RA, a rye rmen a. Re«oOtlpn «moo 01 use m«em m ve aoo.nnv. «.asmc «deaeova m da
aocumem.'m .nose or pan. wdnw wnnm m.web m a<Lem s«.er« «Ergre«.'a «owned. ony miles vom u. «I9:e� of ue aoo.xeN,
NANO VER DESIGN SERVICES, P.A.
APRIL 2014
marked with the original signoras
l(,9W`DRg, FMw"4 UM`X~`Ra
rts
error x'oc. ze.m
x E'phr."tll]

LINE
BEARING
DISTANCE
L1
S 02.4T35' E
13026'
L2
N 83.165Y E
47.6T
L3
N 84.25'U' E
95.2T
L4
S 84.45W E
105.06'
L5
S 72.162T E
99.63'
L6
S 69.1P2T E
BO. W'
L]
S 69.1929E
BO. W'
L8
S 69.1929' E
80.00'
L9
S69.192TE
80. M.
L10
S69'"04"E
8165'
ILL
S 78'42'50" E
75 03'
L12
508.5844"W
1250S
L13
N 7944'OS" W
21.46'
L14
S 11-05118' W
4092'
L15
N 79'00'42'W
6.18'
L16
S 12-15'52' W
122 94'
L17
N]]•84'01-W
2628'
L18
N 19.4929- W
14.5T
L19
N62'1T58"W
29.16'
L20
S48'W42"W
23.70'
L21
N]t•56'Ot'W
15.83'
L22
N 69.342Y W
84.01'
US
N69°1029"W
BOW'
L24
1 N 69.102T W
BOW
L25
N 69.102T W
Bow
US
N 59.102T W
]].97
L27
N 20.3821" E
125 W
L28
N 69.102Y W
31.78
L29
S 02'0328' E
125. W
L30
583Y941"W
]].1S
L31
S 83.18'5T W
96.29
L32
S 08.54'55' W
96.19
L33
S 26293T E
30 4T
L34
S 524602" W
26.23'
L35
S 53.5823' W
37.43'
L36
S 64'5322" W
25. W
L37
S 84'2021'W
33.2T
L38
N 76'4474' W
25.89
L39
S 89.1551- W
43.8T
L40
N 86.5696' W
68.16'
L41
S 88•26'12' W
58.51'
L42
S 83'56'3Y W
31.83'
L43
N]5°3941"W
18.10,
L44
S63.391VW
10. W'
L45
N 81•W51'W
24.95
L46
N 74.261Y W
18.55
LQ
N69'Tt'18"VJ
31,01'
L48
N 67'282Y W
39 INS
L49
N 39.31.51"W
58 W
L50
N 20.185T E
50.34'
L51
N 71.01'1T W
43 ]P
L52
N 65' 1628" W
83.41'
L53
N 65• W'5T W
80.01'
L54
N 64.55W W
83.32'
L55
N 57'35'36' W
101 ]6'
LOS
N 38.12'32' E
19.94'
L59
N 47'14'5T W
97.99
LOS
N45.48'48'E
115.78'
L59
N 67' W'W E
24.13'
L60
N50.MISE
39.39
L61
S 40.4954" E
24.39
L62
S49•W3YE
47.52'
L63
S 56.11'42' E
25.39
L64
N31."N'E
107.82'
L65
N 69.120' E
51.33'
L66
N 24'542Y E
83 OF
L67
N2]2T04'E
91 22'
L68
N 37'5056" E
98.5T
L69
N49•W4TE
98.5T
VO
N60.2B3TE
9B.5T
L21
N]t•4nTE
99.5T
L72
N83•WITE
90. ST
L73
S85.34'S0"E
98.5T
L74
S 74.15'59' E
98.5T
L95
S 68.122T E
]].15
L76
520.Ot12"W
124_BP
LA
S69.5033'E
21.1P
L]B
S 18'594T W
49.94'
L79
S 71.2143" E
25.66
LBO
51T'54'5TW
124.92'
L81
NTO.21'1 B'W
36.W
L82
S]2'WW'E
2.W'
L83
ST3'WW'E
7295'
L84
S 76.0248' E
75.51'
LBS
S 78'.5Y E
]].54'
LBO
S 78-48'54' E
78.00'
L87
S 78.4ITW E
]BAP
L88
S 7846'54' E
]BAP
L89
S 7848'54" E
78. W
L90
Si8'4854"E
80.39
L91
S 85.1651" E
67.5T
L92
N 854905' E
78. BY
L93
N 85-M 1B" E
85 W
L94
N85'3418"E
BOW
L95
NB8'5T28"E
123AIT
L96
S68.1610'E
14023'
L97
S41.14'1YE
14023'
L98
S 18.4254'E
144.84'
L99
S11'O953"E
113.39
LIW
501'W'5TW
1UBY
L101
S 15.0P42'W
1350T
1102
S 53.4621'W
314.15'
L103
S38.18'05'E
65.31'
L104
S 51.41-W W
BOW
L105
N38'1B'W"W
65.31'
L1 W
S 49.5944' W
21.68
L10T
SB6'16'5TW
83.18
L1W
N8]'51'16'W
92.04'
LtW
N 81'16U'W
92.02'
L110
N12'3908"E
2.07
C11
275.W
I 109.88
10919
N80.36'SYW
22.52ST
C12
37.00'
22.BT
22SY
S08'4T22'E
35243'
C13
5.07
6.92'
6.38'
S 13'OT41'W
79'1442"
C14
48 W
78 OY
69.76'
N 69'" 14" W
93.12W
C15
22 W
22.9T
21.94'
N 09.3T2T W
59.494W
C16
420W
49.53'
I 49.W
S34.552TE
64524'
C1]
480.W'
4849
4846'
N35.2478'W
5'4T15"
C18
501.50'
BOBS'
13048'
N25-21'orW
14•5958"
BRUNSWICK FOREST
Phase 1 Section 4 (Drainage Areas sht 2 of 2)
HANOVER DESIGN SERVICES, P.A.
I4 Ws VIFro E4oat'121 Ease e4ro a4nnems ppRIL 2014
P. WLMIGTO oi>•iie4

�i,W $ 19030 S
Hanover Design Services, P.A.
Y
tk1IF's ira Ri.{1 "iir,� �^7 ,i'k Pf f k'
Land Surveyors, Engineers, Land Planners
May 15, 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 (SW8 050927), Phase 1 Sec. 4 (SW8 140305), Phase 1 Jefferson Landing (SW8 060226)
Request for Additional Information
Kelly:
As per your letter of May 71h, we have revised or updated the plans and supporting documents as follows:
1.) SW8 050927 (Brunswick Forest Phase 1 modification)
a) To the best of my knowledge, ALL of the drainage area is "onsite", as per the original permit by
Malpass Engineering, and subsequent modifications, the last one being approved, noted as such
on June 15, 2006, which lists 9,001,674 sf onsite and "none" offsite. The additional area we are
appending is also fully "onsite".
b) Wow. Yes, those numbers were entered incorrectly. I entered the correct values and checked
and revised all the other values that were entered on the supplement, attached.
c) When we increased the drainage area and redesigned the existing pond, we added the second
forebay, increased surface area and depth, and increased storage by raising the weir elevation,
and re -ran all the numbers and routing calculation, based upon the current standards of 1.5".
d) We are providing bearings and distances and a clearer delineation of the project and drainage
areas as requested. The outlet structure pond IS included in surface area and storage
calculations, as it was previously, but we are proposing no modifications to that portion of the
pond as such, except raising the weir elevation in the structure itself. The existing heavy rip -rap
outlet protection apron extends over 50' farther than the pipe discharge and is more than
adequate; I calculate the 10-year outlet velocity at 3.7 fps. A level spreader is not required. All
ponds are located within a drainage easement or common area, as in all of Brunswick Forest
recorded plats, and I noted again as such on the plan. All required buffers have been provided.
e) I believe that the correction as you have noted should be sufficient.
2.) SW8 14305 (Brunswick Forest Phase 1 Section 4)
a) The permanent pool was intended to go down to 8.0, not 7.0 (172,800 + 43,200 = 216,000), and
I changed the plan and supplement to reflect the correct depth and added level spreader details
and sizing, although the spreader is not strictly required in this application.
b) As in 1)d) above, we are providing you with a clearer delineation map. And also as above, level
spreader information, drainage easement note and buffers are now accounted for.
c) I'm working on providing you with a notarized statement that the proffered restrictive covenants
will be recorded; has this been required in the past?
d) There should be no offsite supplement required. All ponds, all drainage areas, and all
maintenance agreements in Brunswick Forest are with Funston Land 8 Timber, LLC. That being
said, all portions of Section 4 that drain to pond 34 stand alone with separate pipes, inlets, and
roadways; and all portions of Section 4 that drain to JL-2 stand alone with separate infrastructure
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

also. Please see Phase 3 of Brunswick Forest — we had 7 different ponds under two permits for
one phase of development and no offsite supplements. As per all our applications and previous
submittals:
Phase 1 Section 4
• SW814035
• Pond 34
• Project Area = 875,680 sf
• Drainage area = 875,680 sf
• ALL onsite
• Impervious as previous
SW8 050927mod
Pond JL-2
Project Area = 9,753,274 sf
Additional DA = 751,600 sf
ALL onsite
impervious as previous
3) SW8 060226 (Brunswick Forest, Jefferson Landing)
a) Plan revision form attached, no plan revisions necessary.
b) As per 1)e) above, the correction should take care of this as you've noted.
4) Plans:
• As requested, attached please find 4 sets of plans, two for SW8 14035 and two for
SW8 05927mod. We don't have plans for SW8 060226, no plan modifications were necessary.
Attachments as requested.
If you have any questions or require additional information, please do not hesitate to contact me. Thanks.
Sincerely,
David S. Hollis, PE, PLS
8829-P1S4-demlr-response 5-15-14.doc
VPa' 4`G )fit
�L
BV:
Helmer, Design SMVI s
1123 Floral Pkwy.
V,Aknington, NC 28403

AT
*A
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Governor 603/ 1q ` 14w_--b I cj
May 7, 2014
Mr. Allen Jefferson Earp, Manager
Funston Land & Timber, LLC
1007 Evangeline Dr.
Leland, NC 28451
D?Nkp VAOLL%5
t uics6_7 T7,�
Tfii= ��o�C7
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'1P-EIi. (m,s, S'upc cu(1-zA
John E. Skvarla, III
Secretary
��(X�J7L TN aF'uA➢S�-u�CiC
7eAtNw�E
Tn'S UUAS Sep uP 7ii+g1
Subject: Request for Additional Information
Stormwater Project No. SW8 050927 (Brunswick Forest Phase 1)
Stormwater Project No. SW8140305 (Brunswick Forest Phase I, Section 4)
Request for Permit Application
Stormwater Project No. SW8 060226 (Brunswick Forest Phase I, Jefferson Landing)
Brunswick County
Dear Earp:
The Wilmington Regional Office received and accepted a modified State Stormwater Permit Application for SW8 050927 and
a new application for SW8140305 on March 3, 2014, A request for additional information was mailed on April 3, 2014 and a
resubmittal was received on April 22, 2014. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1) SW8 050927 (Brunswick Forest Phase 1): Modification
a) Application Section IV,10 Table: Please show the breakdown of data to be permitted as follows:
SW8,050927
>"Pond 1L--2
Project Area
223.9
9,753,274
Drainage Area
9,753,274
Onsite
NEED
Offsite
NEED
Impervious Area
3,119,303
Onsite Buildings
925,610
Onsite Streets
653,994
Onsite Parking
0
Onsite Sidewalks
163,172
Onsite Other (Pump Station)
1,920
Future
1,014,420
Offsite (from SW8 140305)
360,187
ac
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
b) Supplement:
i) Volume Required: It appears that there is a typo on the supplement. The calculations show that 411,880cf are
required for Pond JL-2 rather than 204,820.
ii) Volume Provided: It appears that there is a typo on the supplement. The calculations show that 427,834 are
required for Pond JL-2 rather than 230,440.
c) Pond Design: Please check the average depth calculation and make any necessary corrections to the design such
as the permanent pool surface area. (Please note that impervious area previously permitted at 1.0" can remain
permitted at 1.0'rather than 1.5". This may help fit the water in the surface area already designed. If your engineer
has questions about this, please have him contact me.)
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington. North Carolina 28405 • (910) 796-72151 Fax: [phone]

Mr. Earp
-May 7, 2014
d) Plans:
i) Sheet 7-9:
(1) Project Area: Please show the bearing and distance lines of the project area.
(2) Drainage Area: Please show the drainage area of Pond JL-2.
ii) Outlet Structure Pond:
(1) Please clarify if the surface area/volume data for this pond is included in the pond design or if this is an
"extra" pond.
(2) A LSNFS has been provided for Pond 34 to protect nearby wetlands from the exit velocity, but Pond JL-2
does not have a LSNFS. Please verify that the exit velocity from this pond will flow into and through the
wetlands non-erosively per SL2008-211.
iii) Drainage Easements or Common Area: Please locate the ponds in drainage easements or on common area if
you have not done so already.
iv) Buffers: If streams or other natural features are inside the project area, please provide a buffer if you have not
done so already.
e) Correction: Please note that a correction will be issued with the modification per the documentation submitted on
April 22, 2014. The previous permit approved 280 lots. The modification will correct the numbers to 208 lots. This
appears to correct the overlap between SW8 050927 and SW8 060226 discussed in the June 27, 2009 letter. A draft
of the impervious area summary table documenting the impervious area for these three permits in order to show that
the overlap has been corrected is enclosed for your review.
2) SW8140305 (Brunswick Forest Phase I, Section 4): New Permit
a) Pond Design (Pond 34):
i) Permanent Pool Volume: It appears that this volume is 225,350cf (=182,150cf+43,200cf) rather than 216,OOOcf
(per the summary on the calculations and the supplement. Please check this value.
ii) Level Spreader: Please provide level spreader calculations.
b) Plans:
i) Sheet 7-9:
(1) Project Area: Please show the bearing and distance lines of the project area.
(2) Drainage Area: Please show the drainage area of each pond (Pond 34 & Pond JL-2). (Only the portion of
the JL-2 DA that is inside the SW8140305 project area need to be on the SW8140305 plans.)
ii) Level Spreader: Please show the level spreader lip length and filter strip dimensions on the plans.
iii) Drainage Easements or Common Area: Please locate the ponds in drainage easements or on common area if
you have not done so already.
iv) Buffers: If streams or other natural features are inside the project area, please provide a buffer if you have not
done so already.
c) Deed Restrictions: Draft restrictions were submitted, but they were not notarized. Please ensure that all of the
statements in the example deed restrictions document are included in the draft restrictions,
http://portal.ncdenr.orq/web/Ir/state-stormwater-forms docs, and submit a notarized statement that the deed
restrictions will be recorded.
d) Data:
i) Offsite Supplement: Please submit the offsite supplement for the portion of this project that will drain offsite to
SW8 050927 in order to document the maintenance requirements for the collection system that is inside the
SW8140305 project area but drains to SW8 050927.
Pape 2 of 4

Mr. Earp
-May 7, 2014
ii) Application Section IV,10 Table: Please show the breakdown of data in the two drainage areas to be permitted
as follows:
SW8140305.
Pond 34
SW8 050927
.Pond 1L-2
Project Area
20.1
875,680
Drainage Area
NEED
NEED
NEED
Onsite
NEED
NEED
Offsite
NEED
NEED
Impervious Area
798,027
437,840
360,187
Onsite Buildings
330,000
246,000
Onsite Streets
64,900
87,000
Onsite Parking
0
0
Onsite Sidewalks
26,506
27,187
Onsite Other
0
0
Future
16,434
0
Offsite
0
0
ac
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
sf
3) SW8 060226 (Brunswick Forest Phase I, Jefferson Landing): Plan Revision
a) Plan Revision: Please submit the Plan Revision form along with two sets of any applicable plans to document that
the overlap between SW8 060226 and SW8 050927 has been resolved. I spoke with your engineer on April 28, 2014
and I understand that they are working on getting this information together.
b) Correction: Please note that a correction will be issued with the Plan Revision per the documentation submitted on
April 22, 2014. The previous permit approved 123 single family lots and 53 townhome units. The plan revision will
correct the numbers to 125 single family lots and 40 townhome units. This appears to correct the overlap between
SW8 050927 and SW8 060226 discussed in the June 27, 2009 letter. A draft of the impervious area summary table
documenting the impervious area for these three permits in order to show that the overlap has been corrected is
enclosed for your review.
4) Plans: For any revised documents, please ensure that two sets of plans are submitted for each of the three permits so
that one can be issued to the permittee and one can remain on file.
Please remember that a change to one number may have a domino effect on other numbers. Please check all plans,
calculations and forms to ensure that the numbers are consistent throughout.
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 June 9, 2014, or the application will be returned as incomplete. The return of a project
will necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension to the Division
at the address and fax number at the bottom of this letter. The request must indicate the date by which you expect to submit
the required information. The Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion
Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need to be revised
have been sent to the engineer or agent. All original documents must be returned or new originals must be provided. Copies
are not acceptable.
Pape 3 of 4

iwr. tarp
May 7, 2014
If you have any questions concerning this matter please feel free to call me at [phone] or email me at
kelly.p,[e-mail].
Sincer
Ily ohn n
Environ ental Engineer
GDS/kpj: G:1WQ1Shared\Stormwater\Permits & Projects120051050927 HD12014 05 addinfo 050927
G:IWQISharedlStormwaterlPermits & Projects120141140305 HD12014 05 addinfo 140305
G:1WQ&aredlStormwaterlPermits & Proiects120061060226 HD12014 05 req_SWapp 060226
enc : DRAFT Impervious Area Summary Table
cc: David Hollis, PE, PLS
Wilmington Regional Office Stormwater File SW8 050927
Wilmington Regional Office Stormwater File SW8 140305
Wilmington Regional Office Stormwater File SW8 060226
Pape 4 of 4

DRAFT - Impervlous Area Summary - 5/7/14
Deed Restriction Data ImpeMous Area Permitted to Each Pond's DA
(for Pond Sizing)
BUA/Lot
#Lots
BUA Subtotal BK/PG
SW80SM27
SW8140305 Pon s
SW8060226
Pond's DA
DA
Pond's DA
Project Name
Phase I I
Phase 1, Section 4
Jefferson Landing
Pond Name
Pond JL-2
Pond 34
Pond JL-1
Total Impervlous Area Previously Permitted to Pond
Permitted DATE (madPed to increase BUA)
3,119,303
(Permitted 611S106 (& PR 7127109) for 2, 734,403tf)
Permitted DATE (original permit)
43],840
s
Permitted 4 25 O6 f& PR 4 2 ]0
1,183,91] s
Total Impervlous Permitted TO Pond:
3,119,303
43),840
1,193,91]s
Streets
7409941
EA, 900 Jill
369,468 s
Onsite(dra ins from onsite)
6539941
64.9001
369,46as
Foabaw Cove
1, Ll
0
Springfield Or
19,356
0Jamesford
R
14,945
O
s
111,10
larchmont Ct
21,111
0
Wilwood Ct
13,028
0
;
Lillibridge Dr
50,288
Phase 1, Section 3 (All Roads)
302,542
0
0 ;
Low Country Blvd
211,412
0
.1.
Phase 1, Section SA
0
0
236,135 ;
Low Country Elva
0
0
133,333;
Phase 1, Section 4
0
RAgW
0
OHsite(drains from onsite)
87,000
0
0;
Drainsfrom SW8140305's Project Area
87,000
0
0 ;
-Drainsfrom SW8060226s Project Area
0
0
0;
Sidewalks
190,359
26,506
94,304
Onsite (drains from onsite)
163,172
26,506
94,304;
Fosbow Cove
7,710
0
0:
Springfield Or
6,098
0
0
Jamesford Ct
1,6621
0
0.
larchmcm Ct
3,369
0
0:
Wilwood Ct
2,651
0
0:
Lillibridge Or
15,992
0
0:
Phase 1, Section 3 (All Roads)
82,058
0
0
Low Country Blvd
43,732
0
0.
Phase 1, Section SA
0
0
67,145
Low Country Blvd
0
0
27,159
Phase 1, Section 4
O
26,506
0
ORsite(drains from oHeite)
27,187
0
O
Drainsfrom SW8140305's Project Area
27,187
0
0.
Drains from SW8060226's Project Area
O
0
0
Other
1,920
0
2,100
Onsite (tire Ins from onsite)
1,920
0
2,100
Pump Station
1,920
0
2,100
Of(site(drains from offsitel
0
0
0
Drains from SW8140305's Project Area
0
0
0
Drains from SW8 060226's ProjectArea
0
0
0
Future
1,014,420
16,434
66,930
Buildings/Lats, Total
1.171,610
330,000
651,115
Onsite (drains from onsite)
925,610
330,000
651,115
Offsite(drains from offsite)
246,000
0
0
Drains from SW8140305's Project Area
246,0001
0
0
Drains from SW8060226's Project Area
0
0
0
SW8 050927 (Lots permitted under this permit)
Section 1B: Lots 9124-136
3,350
131
43,5501 BK2515/PG12601
43,5SOI
01
0
Section SB: lots#137-155
3,890
19
73,910 BK2515/PG1260
13,110
0
0
Section 1B: Lots#156-184
5,075
30
152,250 BK1515/PG 1360
152,250
0
0
Section 18: Town Homes #223-274
3,575
521
185,900 BK2515/PG12601
185,9001
01
0
Phase 1, Section 3: Wts #1-94
5,000
941
470,000 BK2614/PGN961
470,0001
01
0
#Lots:
zoa
SW8140305 (Lots permitted under this permit)
Phase 1, Section 4: Lots #21-39 & 68-89
6,000
41
246,000 Drafted, TO DI
246,000
0
0
Phase 1, Section 4: Lot# 1-20&40-67990-96
6,000
55
330,0001 Drafted, TBDI
0
330,000
0
#lots:
96
SW8 060226 (Lots permitted under this permitj
LOts111-8
4,300
8
34,400 BK2515/PG1260
0
0
34,400
Lot#9-24
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#64 93
3,890
30
116,700 BK2515/PG1260
0
0
116,700
Lot#94-123
4,600
30
138,000 BK2515/PG1260
0
0
138,000
Lot#185
5,200
1
5,200 BK2515/PG1260
0
0
5,206
Lot#186
4,300
1
4,300 BK2515/PG1260
0
0
4,300
Town Homes 205822
3,575
18
64,350 BK2515/PG1260
0
0
64,350
Town Homes 275-296
3,575
22
78,650 SK2515/PG1260
0
0
78,650
#Single Family:
125
#Town Homes:1
40
sf
sf
if
sf
if
sf
sf
sf
sf
Page 1 of 1

Johnson, Kelly 'r kO IL40305
From: Johnson, Kelly
Sent: Wednesday, April 23, 2014 3:41 PM
To: 'David Brown'; David Hollis
Cc: Greg Wayne; Jeff Earp; Rosemary Russell
Subject: RE: Brunswick Forest Phase I (SW8 050927) & Brunswick Forest Phase I Section 4 (SW8
140305)
David,
I got this package today, and I want to make sure that I understand what is included. From your email on 4/3/14 it
sounded like you thought the SW8 060226 overlap issue was worked out and a Plan Revision wouldn't be necessary so
want to double check so I can get everything logged in correctly because this looks like three packages:
1.) SW8 050927 (Phase 1): Response to add -info for a modification to a project already in-house for review
2.) SW8 140205 (Phase 1 Section 4): Response to add -info for new project already in-house for review
3.) SW8 060226 (Jefferson Landing/Phase 1): Newly received Plan Revision Application. (If this is a PR application,
we will also need the PR application form and two sets of plans for this project.)
Thanks,
Kelly
From: David Brown [maiIto: dbrown(@hdsilm.com]
Sent: Thursday, April 03, 2014 3:57 PM
To: Johnson, Kelly; David Hollis
Cc: Greg Wayne; Jeff Earp; Rosemary Russell
Subject: RE: Brunswick Forest Phase I (SW8 050927) & Brunswick Forest Phase I Section 4 (SW8 140305)
Hi Kelly,
I'm looking over your add -info pages.
If I remember correctly, Mary Jean and I were able to resolve all of the confusion with the over -lapping lot numbers
between SW8 060226 & SW8 050927 way back when.
I still have a copy of her original add -info in the job folder. It is definitely not something that she would have let us slip
through the cracks with. Back in the day she was known to be relentless when it came to such stuff. O
Anyway I will try and unearth all of those files and get the new questions addressed and into your hands ASAP.
Thanks!
David
From: Johnson, Kelly[mailto:[e-mail]]
Sent: Thursday, April 03, 2014 2:53 PM
To: David Hollis; David Brown
Subject: Brunswick Forest Phase I (SW8 050927) & Brunswick Forest Phase I Section 4 (SW8 140305)
David & David,
From previous correspondence in the SW8 050927 file it looks like that permit overlaps with SW8 060226 (see the
attached plan revision letter from 2009)? We need to get that figured out along with this modification. Please see the
attached add info.

I- .',..
Thanks,
Kelly
K eLLIJOhVUSOV),
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]

..Hanover
��. , ,
Land Surveyors, Engineers, Land Planners
April 22, 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)
Phase 1A & 1 B (SW8 050927 & SW8 060226)
Brunswick County
Request for Additional Information
Dear Kelly:
Enclosed:
• Please find 3 color copies of the updated Master Water Quality Pond Plan.
• 3 copies of the Drainage Area Map (SW8 140305)
• 2 Copies (each) of the revised impervious tracking tables. (SW8 050927 & SW8 060226)
• 2 Copies (each) of the revised NCDENR Stormwater application impervious tables. (SW8 050927
& SW8 060226)
• Copies of the Restrictive Covenants as recorded.
We've updated the impervious information as taken from the recorded restrictive covenants.
And revised each of the application impervious tables as needed. I have color coded one of the recorded
restrictive covenants to show how each lot is tied to the permits.
If you have any questions or require additional information, please do not hesitate to contact David Hollis.
Sincerely,
David Brown
Hanover Design Services
[e-mail]
8829-Pt S4-demlr-2.doc
lrIEERVE
rvra
APB? 22 2014
BY.-
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax 9f0) 343-9941
Business Firm License No. C-0597

POND JL-2 (Additional Area)
Project Area-751,600 sf
LOTS 21-39 & 68-89
G,
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Tea
14
10
i
1 '
POND 34 FUTURE DEVELOFMEni �.
POND 34
Project Area-875,680 sf
LOTS 1-20, 40-67 & 90-96 \� c
�IN
�u
APR 2 2014 co}uraa+ �
BY.•_
BRUNSWICK FOREST
Phase 1 Section 4 (Drainage Areas)
C—en i'.H dev pe. thwt e,m Nn dlef d. Rep E vows msens MIM1samnlve,v Mdmsvtldesmsla Nis
aoamen, N �.mae w pan. wmm �ariatt� mneml ame laid sue�arw Erynett, is wwkeaea. orcy maiesnan me w�nal ame amentta,
marked vnN Ne wglnal spnature anE mpiml zeal dlbe 9�rveyor v Eryinea, s}ull Ue crosUttM to bevaAa and Ime c ©ies.
HANOVER DESIGN SERVICES, P.A.
UNO SURVEYGRS, ENGNEERS(WNG FUNNERS APRIL 2014
11}9 ROTA
MIxGiONIRC }NN
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T II\Enginaa g\baaa 2013 W"dAaq (Layout NCDENR—DA Map-2) iKe+seeeasa,

POND JL-2 (Additional Area)
Project Area-751,600 sf
LOTS 21-39 & 68-89
�\
tl�
17
22
POND 34
POND 34
Project Area-875,680 sf
LOTS 1-20, 40-67 & 90-96 A
IN APR z z 2014
Ce pgh*.HwvrO an5ervi .PP..A1ngNsrs ,Rep«hpm vseaue canessau.saw.nes.maaar�ms«aeeq,smu:s
emmen. In .nae «vx, �Nxr vrinx ansmi d ne �a s..ey« «, �s wwmrea. oNy odes tram nro «�na awsaooxes,
mrkea Wtn rye aylrlal siBRs�ure xa mgvri s21 dine 9v�eya' « Ey'vneN, 9pll Ce m�siaae0 b EavaW aN Wec pws.
F:\A1\BFor' MASTER DRAVANGS\roll\
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FDTUPE DEMELOPMENT
1 \
'C* 9lIrY] 101C /
COMMON AREA
BRUNSWICK FOREST
Phase 1 Section 4 (Drainage Areas)
HANOVER DESIGN SERVICES, P.A.
LN'O SURYFMRy ENL NEERt((AVO fLWNERS APRIL 2014
un aovnr v.axw
wl,uixv*ox,x c. m+m
H�orve wlv, aaaemz
ucervzeecosm

/pF,PARny�, i
r LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Funsion Land & Timber, LLC
REPORT FOR THE YEAR: 2014
SECRETARY OF STATE L.L.C. ID NUMBER: 0648424
NATURE OF BUSINESS: Land and Timber Invesnnent
REGISTERED AGENT: CT Corporation System
REGISTERED OFFICE MAILING ADDRESS: 150 Fayetteville St., Box 1011
Raleigh, NC27601-2957
E-Filed Annual Report
5570284
Do not data enter manually.
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 150 Fayetteville St., Box 1011
Ralcwh, NC 2 7601-295 7 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 7406 Funston Road SE
Winnabow, NC 28479-5322
PRINCIPAL OFFICE STREET ADDRESS: 7406 Funston Road SE
Winnabow, NC 28479-5322
Company Officials:
Name.' Lord Baltimore Capital Corporation Name. Allen jerrerson earp Farp
Title: Manager rate. Manager
Address: Address:
6225 Snnith Avenue 7406 Funston Road SF
Baltimore, bID 21209 Winnabow, NC 28479
CERTIFICATION OF ANNUAL, REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Lord Baltimore Capital Corporation, by Karen E H Davidson - Corporate Secretary 4/10/2014
FORM MUST BE SIGNED BY A MANAGERIMEMBER DATE
Lord Baltimore Capital Corporation, by Karen E Fi Davidson - Corporate Secretary Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

RIMA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 3, 2014
Mr. Allen Jefferson Earp, Manager
Funston Land & Timber, LLC
1007 Evangeline Dr.
Leland, NC 28451
John E. Skvarla, III
Secretary
Subject: Request for Additional Information
Stormwater Project No. SW8 050927 (Brunswick Forest Phase 1)
Stormwater Project No. SW8140305 (Brunswick Forest Phase I, Section 4)
Request for Permit Application
Stormwater Project No. SW8 060226 (Brunswick Forest Phase I, Jefferson Landing)
Brunswick County
Dear Earp:
The Wilmington Regional Office received and accepted a modified State Stormwater Permit Application for SW8 050927 and
a new application for SW8140305 on March 3, 2014. A preliminary in-depth review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1) General: Brunswick Forest Phase I Section 4 is a new section to be built. A portion of this section will be treated onsite
(on the SW8140305 permit) and a portion of it will drain offsite to be treated in the wet pond permitted under SW8
050927. It appears from the file that SW8 050927 overlaps SW8 060226. The Division requested a Plan Revision to
address this issue in 2009, but it does not appear from the file that the Plan Revision has been received. In order to
process the two applications in-house (SW8 050927 and SW8140305) the overlap between SW8 060226 will have to be
addressed simultaneously. Please submit a Plan Revision for SW8 060226.
a) SW8 050927 (Brunswick Forest Phase 1): A modification package has been received. A history of the file is as
follows.
i) 7/27/09: Plan Revision approving the pond as -built with PE Certification. This Plan Revision says that SW8
050927 and SW8 060226 have overlapping lots and drainage areas and that there are discrepancies between
the recorded deed restrictions for each permit. The letter asked for another plan revision to correct the lot
numbers, permit numbers, and impervious area allocations for each permit. A plan revision request has not been
received.
ii) 6/15/06: Permit issued
iii) 12/13/05: Permit issued
b) SW8140305 (Brunswick Forest Phase I, Section 4): This will be a new permit.
c) SW8 060226 (Brunswick Forest Phase I, Jefferson Landing): A Plan Revision has not been received for this permit.
i) 4/22/10: Plan Revision to add the existing Robinson's Landing Boat Launch to Parcel E on the Conceptual
Master Plan that was originally approved with Phase I of Brunswick Forest. It does not appear that this Plan
Revision addressed the concerns in the 6/27/09 letter.
ii) 4/25/06: Permit issued
2) All Three Permits' Data: Please tabulate the impervious area associated with the buildings/lots, streets, parking,
sidewalks, and other uses as being either onsite or offsite impervious area for each pond. Please also tabulate the lots
that will be permitted under each permit with the lots' allocation broken out per pond where applicable. Please ensure
that the deed restrictions submitted to be recorded for each permit match this allocation list. Please also ensure that the
allocation matches the drainage areas on the plans. I have included an example table and associated diagram.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension. Wilminoton. North Carolina 28405 - f91017913-7215 / Fax [phone]

Mr. tarp
April 3, 2014
3) All Three Permits' Plans:
a) Please show the project area for each project with bearing and distance lines for all projects on their respective plans
b) Please show both the onsite and offsite drainage areas for each pond on the respective plans.
c) Please update the master water quality plan, which is kept on file with SW8 050927.
4) Next Review: I have not reviewed any of the details for this submittal because the data will likely change. I will review all
three plans upon their re -submittal.
Please remember that a change to one number may have a domino effect on other numbers. Please check all plans,
calculations and forms to ensure that the numbers are consistent throughout.
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 May 5, 2014, or the application will be returned as incomplete. The return of a project
will necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension to the Division
at the address and fax number at the bottom of this letter. The request must indicate the date by which you expect to submit
the required information. The Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion .
Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need to be revised
have been sent to the engineer or agent. All original documents must be returned or new originals must be provided. Copies
are not acceptable. If you have any questions concerning this matter please feel free to call me at [phone] or email me
at [e-mail].
Sincerely,
y J hnso
Environ al Engineer
GDS/kpj: G:1WQ1SharedlStormwatehPermits & Projects120051050927 HD12014 04 addinfo 050927
G:IWQISharedlStormwate6Permits & Prolects120141140305 HD12014 04 addinfo 140305
GMMSharedlStormwaterlPermits & Prclects120061060226 HD12014 04 req_SWapp 060226
enc : Example Data Table
Example Diagram
cc: David Hollis, PE, PLS
Wilmington Regional Office Stormwater File SW8 050927
Wilmington Regional Office Stormwater File SW8140305
Wilmington Regional Office Stormwater File SW8 060226
Paae 2 of 2

a
Add Info - 4/2/14 - Example Data
Impervious Area Permitted to Each Pond's DA
(for Pond Sizing)
SW8050927's
Pond's DA
SW8140305's
Pond's DA
SW8060226's
Pond's DA
Total Impervious (Sum of all 3 Permits):
A check to make sure all BUA is accounted for
95,826
Total Impervious Permitted To Pond:
39,677
30,453
25,696
'Streets
6,102
5,000
4,000:
Onsite (drains from onsite)
4,000
5,000
4,000!
Offsite (drains from offsite)
2,102
0
0
Drains from SW8140305's Project Area
2,102
0
0
Drains from SW8 060226s Project Area
0
0
0
Parking
515
420
347.
Onsite (drains from onsite)
515
420
347
Offsite (drains from offsite)
0
0
0
'Sidewalks
5,543
4,423
3,321
Onsite (drains from onsite)
5,543
4,423
3,321
Offsite (drains from offsite)
0
0
0
Other
1,017
2,110
3,028
Onsite (drains from onsite)
1,017
2,110
3,028
Offsite (drains from offsite)
0
0
0
Buildings/Lots, Total
26,500
18,500
15,000
Onsite (drains from onsite)
25,000
18,500
15,000
Offsite (drains from offsite)
1,500
0
0
Drains from SW8140305's Project Area
1,5001
01
0
Drains from SW8 060226s Project Area
01
01
0
SW8 050927 (Lots permitted under this permit)
Lot 1
5,0001
0
0
Lot 2
5,000
0
0
Lot 3
5,000
0
0
Lot 4
5,000
0
0
Lot 5
5,000
0
0
SW8 140305 (Lots permitted under this permit)
Lot 6
0
4,000
0
Lot 7*
1,500
2,500
0
Lot 8
0
4,000
0
Lot 9
0
4,000
0
Lot 10
0
4,000
0
SW8 060226 (Lots permitted under this permit)
Lot 11
0
0
3,000
Lot 12
0
0
3,000
Lot 13
0
0
3,000
Lot 14
0
0
3,000
Lot 15
0
0
3,000
*SW8 140305, Lot 7's deed restriction is for 4,000s
f
,f
.f
f
f
;f
,f
J
;f
cf
cf
cf
if
if
if
if
J
if
if
if
if
if
if
if
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if
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if
if
if
Page 1 of 2

Add Info - 4/2/14 - Example Data
Impervious Area Inside Each Permit's Project Area
(Section IV of Application)
SW8050927
SW8140305
SW8060226
Total Impervious (Sum of all 3 Permits):
A check to make sure a118UA is accounted for
95,826
Total Impervious Permitted Under Each Permit:
36,075
34,055
25,696
Streets
4,000
7,102
4,000
Onsite (will drain to onsite pond)
4,000
5,000
4,000
Offsite (will drain to offsite pond)
0
2,102
0
Parking
515
420
347
Onsite (will drain to onsite pond)
515
420
347
Offsite (will drain to offsite pond)
0
0
0
Sidewalks
5,543
4,423
3,321
Onsite (will drain to onsite pond)
5,543
4,423
3,321
Offsite (will drain to offsite pond)
0
0
0
Other
1,017
2,110
3,028
Onsite (will drain to onsite pond)
1,017
2,110
3,028
Offsite (will drain to offsite pond)
01
01
0
Buildings/Lots, Total
25,0001
20,000
15,000
Onsite (will drain to onsite pond)
25,0001
18,5001
15,000
Offsite (will drain to offsite pond)
01
1,5001
0
Onsite (will drain to onsite pond)
Offsite (will drain to offsite pond)
Onsite (will drain to onsite pond)
Offsite (will drain to offsite pond)
Drainage Area
(Area inside bearing/distance lines, not BUM
SW8050927
SW8140305
SW8060226
30.00
25.00
15.00
0.00
4.00
0.00
SW8 050927
SW814030S
SW8 060226
1,306,800
1,089,000
653,400
0
174,240
0
if
if
if
if
if
if
if
if
if
if
if
if
if
if
if
sf
sf
ac
ac
sf
sf
Page 2 of 2

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, March 19, 2014 4:11 PM
To: '[e-mail]'; '[e-mail]'
Subject: Brunswick Forest Phase I Sec: 4:,SW8.140305,and Brunswick Forest Phase I Sec. IB: SW8
050927
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Applications and $505.00 fees on March 3, 2014. Your project will be assigned to
a staff member and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties

Project Name:
Project Location:
2 V11IpIC Lc11EJJ ncrrcrr VncFnr J
V' 1n �M�_`- L _�,�r-�,Sf!- Cf �fe.o-�) Received Date:
L-i Accepted Date:
Rule(s) 2008 Coastal
131995 Coastal
Phase II (WiRO) Universal �1988 Coastal
El
Type of Perm i : Ne or
Mod or PR
Existing Permit # (Mod or PR):
1PE
Cert on File?
Density: --HD- .or :- LD-.-Type:-_
%: (%OK?)
c.f.rlAddndT Ci ihri ivicinn
Commercial_. -or_. --Residential _--_
Stream Class: DSA Map
Single Lot 1 IORW Map
nr S^
-NCG, -
site to SV✓8
- 1 ^ (Exempt
k Emalled Engineer on:
ement(s) (1 original per BMP) BMP Type(s):
with correct/original signatures (1 original per BMP except LS/ S and
:ation with correct/original signatures
rporLLC: Sig. Auth per SoS or letter �E
1
(within 6mo) I) U DE
Address: Design Engineer 0(�-
Address: Owner
❑Soi Reportwith SHWT Note to Reviewer:
alculations (signed/sealed) flt;- JC-C- .- Al J— 4-6 OS O S -d--7 Fnod
❑No obvious errors (uj LcSl :'r J-D&A,
nsity includes common areas, etc a-- Soda. C¢y� —&- J-a Q,sko!
,E
eed Restrictions, if subdivided:
nSigned & Notarized
Plans
F-12 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated
or No Wetlands
Vicinity Map Layout (proposed BUA
dimensions)
®Legend
F1DA Maps
Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
�PE Cert for Master Lot #:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
�SHWT:
PP:
BUA Permitted (Master): sf
Visitpd.
BUA Proposed (Offsite): sf
Additional
D...;rrnd Prnnnspd:
Proposed:
Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

,i
ADDITIONAL STORM SEWER CALCULATIONS
AND STORAIWATER MANAGEMENT
for
BRUNSWICK FOREST, PHASE I
Section 4
PREPARED FOR
Funston Land & Timber LLC
1007 Evangeline Drive
Leland, NC
910-383-1425
CAP,01,�s.,p
�ESSlp •
'v •. a
SEAL
20007
David S. Hollis, PE, PLS
(.Z7.14-
Hanover Design Services, PA
1123 Floral Parkway
Wilmington, NC 28403
MAR 0 3 2014

BRUNSWICK FOREST — Phase 1 Sec 4 Wet detention / retention pond
POND No. 34
Additional Calculation Summary for NCDENR / DWQ :
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 437,840 sf
TOTAL AREA DRAINING TO POND = 20.10 acres = 875,680 sf
SA REQUIRED: 437,840/875,680 = 0.50, or 50%
At 4.5' average depth, 90% TSS removal, from chart — SA/DA factor = 3.9
875680 x 0.01 x 3.9 = 34,150 sf SA REQUIRED
At Elev. = 16.0 48,500 sf SA PROVIDED
VOLUME REQUIRED: R=[(P)(Pj)(Rv)/12](A)
SEE PAGES A.1 and A.2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs"
(P)= 1.5"
(Pj)= 0.9
(Rv)= 0.05 + 0.9(437840/875680) = 0.500
(A)= 875680
R= [(1.5)(0.500)/12](875680) = 1.256 acre-feet
= 54,730 cf REQUIRED STORAGE
At Elev. = 17.5 = 82,838 cf PROVIDED STORAGE
DRAW DOW N:
Average head from storage elevation to orifice -
17.5 — 16.0 / 3 = 0.5
6" PVC w/ 3" hole drain to draw -down pond storage volume:
Orifice equation: Q = CA(2gh)^1/2
Q = 0.6(.049)(64.4 X 0.5)"1/2 = 0.167 cfs
T = 327,700 sec. = 3.8 days OKAY
FOREBAY REQUIREMENTS —
Approximate required capacity = 216,000 X 20% = 43,200 cf
Provided capacity = 43,200 cf OKAY
8829-Ph 15ec4A-D W Q34.doc

i
Brunswick Forest - Pond 34
STAGE - STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT CONDITION
Above WSEL
INCR. INCR. INCR.
ELEV. AREA VOL. STORAGE STORAGE
(ft) (Sp (CD (Cf (ae-ft)
PP 16.0 48,500
17.0
58,100
53,300
53,300
1.22
TP 17.50
60,050
29,538
82,838
1.90
18.0
62,000
30,025
112,863
2.59
19.0
65,800
63,900
176,763
4.06
20.0
69,900
67,850
244,613
5.62
21.0
73,900
71,900
233,675
5.36
STATE STORAGE VOLUME -
stage8829-34.xts
82,838 1.90

Brunswick Forest - Pond 34
STAGE - STORAGE TABLES:
MAIN BODY OF POND -
Below WSEL
MAIN
INCR.
INCR.
ELEV.
AREA
VOL.
STORAGE
(R)
(sf)
(0
(4
16.0
37J00
-
-
15.0
30,200
33,950
33,950
14.0
26,900
28,550
62,500
13.0
23,900
25,400
87,900
12.0
21,100
22,500
110,400
11.0
18,200
19,650
130,050
10.0
15,500
16,850
146,900
9.0
12,900
14,200
161,100
8.0
10,500
11,700
172,800
7.0
8,200
9,350
182,150
FOREBAYI
INCR.
INCR.
AREA
VOL.
STORAGE
(A
(cf)
(cf)
10,800
-
-
8,200
9,500
9,500
7,100
7,650
17,150
6,100
6,600
23,750
5,100
5,600
29,350
4,200
4,650
34,000
3,400
3,800
37,800
2,700
3,050
40,850
2,000
2,350
43,200
ITIT:1Dr.-YAW
Notc: 3:1 side slopes below normal pool shelf; pond maybe over -excavated for sediment storage.
Average depth= 4.5 (volume/SA)
TOTAL SURFACE AREA -
TOTAL POND VOLUME -
TOTAL FOREBAY VOLUME -
PERCENC OF TOTAL -
storage-8829-34.xIs
48,500 FOREBAY -
216,000 Percent Volume=
43,200
20%
INCR. INCR.
AREA VOL. STORAGE
(so (cf) (cf)
FOREBAY-
20% Percent Volume= 0%

Project Area-875,680 sf
Maximum Impervious = 50%
or 437,840 sf
Proposed Impervious
Lots - 330,000 sf
Sidewalks - 26,506 sf
Streets - 64,900 sf
Safety / Future - 16,434 sf
Total Impervious = 437,840 sf
63 64 65 66
67
62
61
60 93 92 91
STREETS (SC) 94 90
64.900 Sq. Feet SIDEWALK 59
1.5 Acres 6285 Sq. Feet 95 0.1 Acres
58 55 LOTS Q 6.000 sf per (330,000 (0ta0
STREETS (SC) = 64.900 Sf
SIDEWALK SIDEWALKS = 26.506 Sf
8969 Sq. Feet 57 FUTURE= 16,43451 _
0.2 Acres 5s 4e 47
1 � 49 46
Tyr 51
2 54 53 52 45 44
3 43
4 42
13 14 41
5 12 40
g 11
7 s 9 10
15
16
17
18
19 SIDEWALK
20 11252 Sq. Feet
0.3 Acres
BRUNSWICK FOREST
Phase 7 Section 4 (Impervious Totals)
HANOVER DESIGN SERVICES, P.A. IPOND 34
-^y�R=.•sN«^=•r•• JANUARY 2094
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60709.8 S% Feet
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® 0.,
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370192 SF i 1.8 Acme
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5692" Sq. Fact
1.3 Acrw
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-
50148.6 Sq. hat
1.4 Attes
81798.8 Sq
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\ 7230.2 Sq. Feet v 38889.4 SF
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60359.1 Sq. Feet
1.4 Acru
\ ®
-
POND 34 774MO sa. Fut
• 1.8 ACrw
POND 34
Project Area-875,680 Sf
LOTS 1-20, 40-67 & 90-96
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POND JL-2 (Additional Area)
Project Area-751,600 sf
LOTS 21-39 & 68-89
/ry----------
14656.0 SF % OT7 S@@fie
V 47743.5 Sq. Fed
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82638.7 Sq. Feet
29764.5 SF v i$ 4,1 Aa S i
is-
58785.3 Sq. Feet
=_____-�� - a
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00 POND JL-2 t` 103750.6 sq. Feet
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BRUNSWICK FOREST
Phase 1 Section 4 (Drainage Areas)
HANOVER DESIGN SERVICES, P.A.
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Project: 8829-34.GPW IDF: newhanover.IDF 12 hyd's 08-27-2013

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cis)
Time
interval
(min)
Time to
peak
(min)
Volume
(Cott)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(tuft)
Hydrograph
description
1
SCS Runoff
5.54
6
774
71,544
1
--
--
---
tyrPredev-24hr
2
SCS Runoff
21.06
6
768
236,728
10
--
---
---
10yrPredev
3
SCS Runoff
38.31
6
762
420.902
100
—
---
--
100yr Predev
4
SCS Runoff
8.50
6
762
86,050
1
—
--
--
1yr Posldev-24hr
5
SCS Runoff
27,87
6
756
259,884
10
—
--
--
10yr Postdev
6
SCS Runoff
48.28
6
756
447,093
100
--
---
--
100yrPostdev
7
Reservoir
0.24
6
1482
71,313
1
4
17.39
76,253
1yr Post-Route-24h
8
Reservoir
8.69
6
846
242,507
10
5
18.41
139,529
10yr Post -Route
9
Reservoir
21.68
6
822
429,502
100
6
19.63
220,323
100yr Post -Route
10
Rational
10.23
1
45
27,620
2
--
--
--
1-year Rational pr
11
Rational
38.95
1
30
70,117
2
--
--
--
1-year post
12
Reservoir
0.23
1
60
18.197
2
11
17.28
69.674
1-year muted
Proj.
file: 8829-34.GPW
OF file: newhanover.IDF
Run date: 08-27-2013

Reservoir Report
Page 1
Reservoir No. 1 - Ph1 Sec4A-34
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
English
Stage
Elevation
Contour area
Incr. Storage Total storage
ft
It
sqft
cuft cuft
0.00
16.00
48,500
0 0
1.00
17.00
58,100
53,300 53,300
1.50
17.50
60,050
29,538 82,838
2.00
18.00
62,000
30,513 113,350
3.00
19.00
65,800
63,900 177,250
4.00
20.00
69,900
67,850 245,100
5.00
21.00
73,900
71,900 317,000
Culvert / Orifice
Structures
Weir Structures
[A]
[B] [C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 18.0
3.0 0.0
0.0
Crest Len ft = 3.0
16.0
50.0
0.0
Span in
= 18.0
3.0 0.0
0.0
Crest El. ft = 17.50
18.50
19.50
0.00
No. Barrels
= 1
1 0
0
Weir Coeff. = 3.30
3.30
3.00
0.00
Invert El. ft
= 16.00
16.00 0.00
0.00
Eqn. Exp. = 1.50
1.50
1.50
0.00
Length ft
= 50.0
10.0 0.0
0.0
Multi -Stage = Yes
Yes
No
No
Slope %
= 0.10
0.01 0.00
0.00
N-Value
= .012
.011 .000
.000
Orif. Coeff.
= 0.60
0.60 0,00
0.00
Multi -Stage
= ---
Yes No
No
Tailwater Elevation =
15.00 ft
We: All autfb have been analyzed under Inlet and gullet mr0ml.
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Civ B Clv C Clv D WrA Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
16.00
0.00
0.00 --
-- 0.00
0.00
0.00 -
0.00
1.00
53,300
17.00
1.56
0.20 --
- 0.00
0.00
0.00 -
0.20
1.50
82,838
17.50
2.10
0.25 --
- 0.00
0.00
0.00 -
0.25
2.00
113,350
18.00
6.98
0.15 --
- 3.50
0.00
0.00 -
3.65
3.00
177,250
19.00
11.72
0.00 ---
- 18.19
18.67
0.00 -
11.72
4.00
245,100
20.00
15.03
0.00 -
- 39.13
97.00
53.03 ---
68.06
5.00
317,000
21.00
17.54
0.00 -
--- 64.82
208.71
275.57 ---
293.11

Hydrograph Report
Page 1
English
Hyd. No. 1
1yr Predev-24hr
Hydrograph type
= SCS Runoff
Peak discharge
= 5.54 cfs
Storm frequency
= 1 yrs
Time interval
= 6 min
Drainage area
= 20.10 ac
Curve number
= 66
Basin Slope
= 0.5 %
Hydraulic length
= 1700 ft
Tc method
= USER
Time of cons. (Tc)
= 45 min
Total precip.
= 3.80 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 242
Total Volume=71,544 cult
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
11.70
0.06
14.90
2.09
18.10
0.86
21.30
0.55
11.80
0.14
15.00
2.01
18.20
0.84
21.40
0.54
11.90
0.30
15.10
1.94
18.30
0.83
21.50
0.54
12.00
0.68
15.20
1.88
18.40
0.81
21.60
0.53
12.10
1.34
15.30
1.82
18.50
0.79
21.70
0.53
12.20
2.14
15.40
1.77
18.60
0.77
21.80
0.52
12.30
3.05
15.50
1.72
18.70
0.76
21.90
0.51
12.40
3.97
15.60
1.68
18.80
0.74
22.00
0.51
12.50
4.70
15.70
1.63
18.90
0.73
22.10
0.51
12.60
5.13
15.80
1.59
19.00
0.72
22.20
0.51
12,70
5.39
15.90
1.54
19.10
0.71
22.30
0.51
12.80
5.52
16.00
1.50
19.20
0.70
22.40
0.51
12.90
5.54 <<
16.10
1.46
19.30
0.69
22.50
0.51
13.00
5.51
16.20
1.41
19.40
0.68
22.60
0.50
13.10
5.45
16.30
1.37
19.50
0.67
22.70
0.50
13.20
5.36
16.40
1.33
19.60
0.66
22.80
0.49
13.30
5.25
16.50
1.30
19.70
0.65
22.90
0.49
13.40
5.12
16.60
1.26
19.80
0.64
23.00
0.49
13.50
4.97
16.70
1.23
19.90
0.64
23.10
0.48
13.60
4.81
16.80
1.19
20.00
0.63
23.20
0.48
13.70
4.63
16.90
1.16
20.10
0.62
23.30
0.47
13.80
4.44
17.00
1.13
20.20
0.62
23.40
0.47
13.90
4.24
17.10
1.10
20.30
0.61
23.50
0.46
14.00
4.02
17.20
1.08
20.40
0.60
23.60
0.46
14.10
3.79
17.30
1.05
20.50
0.60
23.70
0.45
14.20
3.55
17.40
1.02
20.60
0.59
23.80
0.45
14.30
3.31
17.50
1.00
20.70
0.59
23.90
0.44
14.40
3.05
17.60
0.97
20.80
0.58
24.00
0.44
14.50
2.80
17.70
0.95
20.90
0.57
24.10
0.43
14.60
2.55
17.80
0.93
21.00
0.57
24.20
0.41
14.70
2.35
17.90
0.91
21.10
0.56
24.30
0.39
14.80
2.21
18.00
0.89
21.20
0.56
24.40
0.36
Continues on next page...

Hydrograph Report
Pago 1
Hyd. No. 2
10yr Predev
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 20.10 ac
= 0.5 %
= USER
= 7.00 in
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
Time -- Outflow
(hrs cfs)
Peak discharge
Time interval
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
Time -- Outflow
(hrs cfs)
Engfsh
= 21.06 cfs
= 6 min
= 66
= 1700 ft
= 45 min
= Type III
= 242
Total Volume = 236,728 cuft
Time -- Outflow
(hrs cfs)
10.20
0.23
13.40
17.85
16.60
3.34
19.80
1.65
10.30
0.29
13.50
17.08
16.70
3.25
19.90
1.63
10.40
0.35
13.60
16.29
16.80
3.15
20.00
1.61
10.50
0.42
13.70
15.46
16.90
3.07
20.10
1.59
10.60
0.49
13.80
14.60
17.00
2.98
20.20
1.57
10.70
0.58
13.90
13.71
17.10
2.90
20.30
1.56
10.80
0.67
14.00
12.79
17.20
2.83
20.40
1.54
10.90
0.78
14.10
11.86
17.30
2.75
20.50
1.53
11,00
0.89
14.20
10.90
17.40
2.68
20.60
1.51
11.10
1.01
14.30
9.94
17.50
2.61
20.70
1.49
11.20
1.15
14.40
9.00
17.60
2.55
20.80
1.48
11.30
1.31
14.50
8.09
17.70
2.48
20.90
1.46
11.40
1.49
14.60
7.25
17.80
2.42
21.00
1.45
11.50
1.71
14.70
6.59
17.90
2.36
21.10
1.43
11.60
1.99
14.80
6.13
18.00
2.31
21.20
1.41
11.70
2.41
14.90
5.78
18.10
2.25
21.30
1.40
11.80
3.03
15.00
5.52
18.20
2.19
21.40
1.38
11.90
3.99
15.10
5.31
18.30
2.14
21.50
1.37
12.00
5.75
15.20
5.13
18.40
2.09
21.60
1.35
12.10
8.41
15.30
4.96
18.50
2.05
21.70
1.33
12.20
11.39
15.40
4.81
18.60
2.00
21.80
1.32
12.30
14.50
15.50
4.66
18.70
1.96
21.90
1.30
12.40
17.47
15.60
4.62
18.80
1.92
22.00
1.29
12.50
19.56
15.70
4.39
18.90
1.89
22.10
1.28
12.60
20.56
15.80
4.26
19.00
1.86
22.20
1.28
12.70
21.03
15.90
4.14
19.10
1.82
22.30
1.28
12.80
21.06 <<
16.00
4.01
19.20
1.79
22.40
1.28
12.90
20.80
16.10
3.89
19.30
1.77
22.50
1.29
13.00
20.37
16.20
3.77
19.40
1.74
22.60
1.28
13.10
19.84
16.30
3.66
19.50
1.71
22.70
1.26
13.20
19.24
16.40
3.55
19.60
1.69
22.80
1.25
13.30
18.57
16.50
3.44
19.70
1.67
22.90
1.24
Continues on next page...

Hydrograph Report
Page 1
Hyd. No. 3
100yrPredev
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 100 yrs
= 20.10 ac
= 0.5 %
= USER
= 10.00 in
= 24 hrs
Peak discharge
Time interval
Curve number
Hydraulic length
Time of conic. (Tc)
Distribution
Shape factor
English
= 38.31 cfs
= 6 min
= 66
= 1700 ft
= 45 min
= Type III
= 242
Total Volume=420,902 curt
Hydrograph Discharge Table
Time --
Outflow
Time -- Outflow
Time -
Outflow
Time --
Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
9.10
0.39
12.30
27.82
15.50
7.55
18.70
3.13
9.20
0.45
12.40
32.87
15.60
7.32
18.80
3.07
9.30
0.53
12.50
36.28
15.70
7.10
18.90
3.01
9.40
0.61
12.60
37.76
15.80
6.89
19.00
2.95
9.50
0,69
12.70
38.31 <<
15.90
6.68
19.10
2.90
9.60
0.79
12.80
38.14
16.00
6.47
19.20
2.86
9.70
0.89
12.90
37.47
16.10
6.27
19.30
2.81
9.80
0.99
13.00
36.52
16.20
6.08
19.40
2.77
9.90
1.10
13.10
35.42
16.30
5.89
19.50
2.73
10.00
1.22
13.20
34.20
16.40
5.71
19.60
2.69
10.10
1.35
13.30
32.86
16.50
5.53
19.70
2.65
10.20
1.48
13.40
31.45
16.60
5.37
19.80
2.62
10.30
1.62
13.50
29.97
16.70
5.21
19.90
2.59
10.40
1.77
13.60
28.45
16.80
5.06
20.00
2.56
10.50
1.94
13.70
26.87
16.90
4.92
20.10
2.53
10.60
2.12
13.80
25.26
17.00
4.78
20.20
2.50
10.70
2.31
13.90
23.60
17.10
4.65
20.30
2.47
10.80
2.51
14.00
21.91
17.20
4.53
20.40
2.45
10.90
2.73
14.10
20.19
17.30
4.41
20.50
2.42
11.00
2.96
14.20
18.45
17.40
4.29
20.60
2.40
11.10
3.21
14.30
16.72
17.50
4.18
20.70
2.37
11.20
3.49
14.40
15.02
17.60
4.08
20.80
2.35
11.30
3.81
14.50
13.41
17.70
3.97
20.90
2.32.
11.40
4.17
14.60
11.93
17.80
3.87
21.00
2.29
11.50
4.60
14.70
10.79
17.90
3.78
21.10
2.27
11.60
5.15
14.80
10.03
18.00
3.68
21.20
2.24
11.70
5.97
14.90
9.44
18.10
3.59
21.30
2.22
11.80
7.20
15.00
8.99
18.20
3.50
21.40
2.19
11.90
9.03
15.10
8.63
18.30
3.42
21.50
2.17
12.00
12.32
15.20
8.33
18.40
3.34
21.60
2.14
12.10
17.13
15.30
8.05
18.50
3.27
21.70
2.11
12.20
22.43
15.40
7.79
18.60
3.20
21.80
2.09
Continues on next page...

Hydrograph
Report
Page ,
English
Hyd. No. 4
1 yr Postdev-24hr
Hydrograph type
= SCS Runoff
Peak discharge
= 8.50 cfs
Storm frequency
= 1 yrs
Time interval
= 6 min
Drainage area
= 20.10 ac
Curve number
= 70
Basin Slope
= 0.5 %
Hydraulic length
= 1700 ft
Tc method
= USER ,
Time of cons. (Tc) = 30
min
Total precip.
= 3.80 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 242
Total Volume = 86,050 cuft
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time - Outflow
Time -- Outflow
(hrs cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
11.30 0.09
14.50
2.42
17.70
0.99
20.90
0.61
11.40 0.13
14.60
2.33
17.80
0.97
21.00
0.61
11.50 0.19
14.70
2.26
17.90
0.95
21.10
0.60
11.60 0.28
14.80
2.19
18.00
0.93
21.20
0.59
11.70 0.42
14.90
2.12
18.10
0.90
21.30
0.59
11.80 0.66
15.00
2.06
18.20
0.88
21.40
0.58
11.90 1.06
15.10
2.01
18.30
0.86
21.50
0.57
12.00 1.88
15.20
1.95
18.40
0.84
21.60
0.57
12.10 3.21
15.30
1.90
18.50
0.83
21.70
0.56
12.20 4.73
15.40
1.85
18.60
0.81
21.80
0.55
12.30 6.30
15.50
1.80
18.70
0.79
21.90
0.55
12.40 7.51
15.60
1.75
18.80
0.78
22,00
0.54
12.50 8.14
15.70
1.71
18.90
0.77
22.10
0.54
12.60 8.45
15.80
1.66
19.00
0.76
22.20
0.55
12.70 8.50 <<
15.90
1.61
19.10
0.75
22.30
0.55
12.80 8.38
16.00
1.56
19.20
0.74
22.40
0.56
12.90 8.15
16,10
1.52
19.30
0.73
22.50
0.55
13.00 7.88
16.20
1.47
19.40
0.72
22.60
0.55
13.10 7.55
16.30
1.43
19.50
0.71
22.70
0.54
13.20 7.17
16.40
1.38
19.60
0.70
22.80
0.54
13.30 6.77
16.50
1.34
19.70
0.69
22.90
0.53
13.40 6.34
16.60
1.31
19.80
0.69
23.00
0.52
13.50 5.89
16.70
1.27
19.90
0.68
23.10
0.52
13.60 5.42
16.80
1.24
20.00
0.67
23.20
0.51
13.70 4.93
16.90
1.20
20.10
0.67
23.30
0.51
13.80 4.44
17.00
1.17
20.20
0.66
23.40
0.50
13.90 3.96
17.10
1.14
20.30
0.65
23.50
0.49
14.00 3.49
17.20
1.12
20.40
0.65
23.60
0.49
14.10 3.12
17.30
1.09
20.50
0.64
23.70
0.48
14.20 2.86
17.40
1.06
20.60
0.63
23.80
0.48
14.30 2.67
17.50
1.04
20.70
0.63
23.90
0.47
14.40 2.53
17.60
1.02
20.80
0.62
24.00
0.46
Continues on next page...

Hydrograph Report
Page 1
Hyd. No. 5
10yr Postdev
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 20.10 ac
= 1.0 %
= USER
= 7.00 in
= 24 hrs
Hydrograph Discharge Table
Peak discharge
Time interval
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs)
English
= 27.87 cfs
= 6 min
= 70
= 1700 ft
= 30 min
= Type III
= 242
Total Volume = 259,884 cult
Time -- Outflow
(hrs cfs)
9.60
0.31
12.80
26.74
16.00
3.88
19.20
1.77
9.70
0.37
12.90
25.67
16.10
3.76
19.30
1.75
9.80
0.44
13.00
24.46
16.20
3.64
19.40
1.73
9.90
0.51
13.10
23.13
16.30
3.52
19.50
1.71
10.00
0.58
13.20
21.70
16.40
3.41
19.60
1.69
10.10
0.66
13.30
20.20
16.50
3.31
19.70
1.67
10.20
0.75
13.40
18.65
16.60
3.21
19.80
1.65
10.30
0.84
13.50
17.06
16.70
3.12
19.90
1.64
10.40
0.94
13.60
15.44
16.80
3.03
20.00
1.62
10.50
1.05
13.70
13.81
16.90
2.95
20.10
1.60
10.60
1.17
13.80
12.21
17.00
2.87
20.20
1.59
10.70
1.29
13.90
10.67
17.10
2.80
20.30
1.57
10.80
1.43
14.00
9.25
17.20
2.73
20.40
1.55
10.90
1.58
14.10
8.15
17.30
2.66
20.50
1.54
11.00
1.73
14.20
7.43
17.40
2.60
20.60
1.52
11.10
1.90
14.30
6.80
17.50
' 2.54
20.70
1.50
11.20
2.09
14.40
6.49
17.60
2.48
20.80
1.49
11.30
2.32
14.50
6.20
17.70
2.42
20.90
1.47
11.40
2.58
14.60
5.96
17.80
2.36
21.00
1.45
11.50
2.90
14.70
5.74
17.90
2.31
21.10
1.44
11.60
3.32
14.80
5.55
18.00
2.25
21.20
1.42
11.70
3.96
14.90
5.37
18.10
2.20
21.30
1.40
11.80
5.00
15.00
5.21
18.20
2.14
21.40
1.39
11.90
6.59
15.10
5.06
18.30
2.09
21.50
1.37
12.00
9.54
15.20
4.91
18.40
2.04
21.60
1.35
12.10
13.86
15.30
4.77
18.50
2.00 '
21.70
1.34
12.20
18.50
15.40
4.64
18.60
1.96
21.80
1.32
12.30
23.03
15.50
4.50
18.70
1.92
21.90
1.30
12.40
26.16
15.60
4.38
18.80
1.89
22.00
1.29
12.50
27.47
15.70
4.25
18.90
1.85
22.10
1.29
12.60
27.87 <<
15.80
4.13
19.00
1.83
22.20
1.30
12.70
27.55
15.90
4.00
19.10
1.80
22.30
1.31
Continues on next page...

Hydrograph Report
Page 1
Hyd. No. 6
100yr Postdev
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 100 yrs
= 20.10 ac
= 1.0 %
= USER
= 10.00 in
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
Time -- Outflow
(hrs cfs)
Peak discharge
Time interval
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
Time -- Outflow
(hrs cfs)
English
= 48.28 cfs
= 6 min
= 70
= 1700 ft
= 30 min
= Type III
= 242
Total Volume = 447,093 tuft
Time -- Outflow
(hrs cfs)
8.50
0.49
11.70
8.40
14.90
8.50
18.10
3.42
8.60
0.55
11.80
10.30
15.00
8.24
18.20
3.34
8.70
0.63
11.90
13.19
15.10
7.99
18.30
3.26
8.80
0.70
12.00
18.40
15.20
7.76
18.40
3.18
8.90
0,79
12.10
25.82
15.30
7.53
18.50
3.12
9.00
0.88
12.20
33.63
15.40
7.31
18.60
3.05
9.10
0.97
12.30
41.10
15.50
7.10
18.70
2.99
9.20
1.07
12.40
46.07
15.60
6.89
18.80
2.94
9.30
1.18
12.50
47.93
15,70
6.69
18.90
2.89
9.40
1.30
12.60
48.28 <<
15,80
6.49
19.00
2.84
9.50
1.42
12.70
47.46
15.90
6.29
19.10
2.80
9.60
1.54
12.80
45.85
16.00
6.09
19.20
2.76
9.70
1.67
12.90
43.82
16.10
5.90
19.30
2.72
9.80
1.81
13.00
41.58
16.20
5.71
19.40
2.69
9.90
1.96
13.10
39.16
16.30
5.53
19.50
2.65
10.00
2.11
13.20
36.58
16.40
5.35
19.60
2.62
10.10
2.26
13.30
33.89
16.50
5.19
19.70
2,60
10.20
2.43
13.40
31.13
16.60
5.03
19.80
2.57
10.30
2.61
13.50
28.33
16.70
4.88
19.90
2.54
10.40
2.80
13.60
25.50
16.80
4.75
20.00
2.52
10.50
3.01
13.70
22.67
16.90
4.62
20.10
2.49
10.60
3.23
13.80
19.90
17.00
4.49
20.20
2.46
10.70
3.47
13.90
17.28
17.10
4.38
20.30
2.44
10.80
3.73
14.00
14.87
17.20
4.26
20.40
2.41
10.90
4.00
14.10
13.05
17.30
4.16
20.50
2.39
11.00
4.29
14.20
11.86
17.40
4.06
20.60
2.36
11.10
4.60
14.30
10.97
17.50
3.96
20.70
2.33
11.20
4.95
14.40
10.33
17.60
3.87
20.80
2.31
11.30
5.37
14.50
9.85
17.70
3.77
20.90
2.28
11.40
5.85
14.60
9.45
17.80
3.68
21.00
2.25
11.50
6.43
14.70
9.10
17.90
3.60
21.10
2.23
11.60
7.20
14.80
8.79
18.00
3.51
21.20
2.20
Continues on next page...

Hydrograph
Report
Page 1
English
Hyd. No. 7
1yr Post-Route-24hr
Hydrograph type
= Reservoir
Peak discharge
= 0.24 cfs
Storm frequency
= 1 yrs
Time interval
= 6 min
Inflow hyd. No.
= 4
Reservoir name
= Ph1 Sec4A-34
Max. Elevation
= 17.39 ft
Max. Storage
= 76,253 cuff
Storage mdicauon method used. Total Volume = 71,313 cult
Hydrograph Discharge Table
Time
Inflow
Elevation
Clv A
Clv B Clv C Civ D Wr A
Wr B Wr C W r D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs
cfs cfs cfs cfs
12.30
6.30
16.11
0.04
0.00 ---- --- ---
--- -- -- 0.00
12.40
7.51
16.15
0.09
0.00 -- --- ---
--- ---- ---- 0.00
12.50
8.14
16.21
0.14
0.01 --- --- --
-- -- -- 0.01
12.60
8.45
16.26
0.21
0.04 --- --- --
--- --- --- 0.04
12.70
8.50 <<
16.32
0.28
0.06 --- ---- ----
--- -- ---- 0.06
12.80
8.38
16.38
0.37
0.08 --- ---- --
--- ---- --- 0.08
12.90
8.15
16.43
0.47
0.10 -- --- --
-- --- - 0.10
13.00
7.88
16.48
0.57
0.11 --- -- ----
---- -- -- 0.11
13.10
7.55
16.54
0.66
0.12 --- -- ----
---- --- -- 0.12
13.20
7.17
16.58
0.74
0.13 --- -- --
--- --- ---- 0.13
13.30
6.77
16.63
0.84
0.14 -- -- ---
--- - -- 0.14
13.40
6.34
16.67
0.93
0.15 ---- --- ---
--- - - 0.15
13.50
5.89
16.71
1.02
0.16 ---- --- ---
--- --- -- 0.16
13.60
5.42
16.75
1.08
0.16 -- --- --
-- --- --- 0.16
13.70
4.93
16.79
1.14
0.17 -- -- ---
--- --- -- 0.17
13.80
4.44
16.82
1.21
0.17 --- --- ---
--- -- --- 0.17
13.90
3.96
16,84
1.27
0.18 --- --- --
-- --- --- 0.18
14.00
3.49
16.87
1.32
0.18 -- -- --
-- --- -- 0.18
14.10
3.12
16.89
1.37
0.18 --- -- --
-- -- -- 0.18
14.20
2.86
16.91
1.41
0.19 --- ---- ----
-- --- ---- 0.19
14.30
2.67
16.92
1.44
0.19 --- -- -
--- - --- 0.19
14.40
2.53
16.94
1.46
0.19 --- -- ---
--- -- -- 0.19
14.50
2.42
16.96
1.49
0.19 --- --
-- - --- 0.19
14.60
2.33
16.97
1.51
0.20 -- - - --
--- --- -- 0.20
14.70
2.26
16.99
1.53
0.20 -- --- ----
--- -- -- 0.20
14.80
2.19
17.00
1.56
0.20 --- ---- ----
--- --- -- 0.20
14.90
2.12
17.01
1.58
0.20 --- --- -
-- -- -- 0.20
15.00
2.06
17.02
1.60
0.20 --- - -
- -- -- 0.20
15.10
2.01
17.03
1.62
0.20 --- -- --
-- -- --- 0.20
15.20
1.95
17.04
1.64
0.21 ---- ---- -
--- --- ---- 0.21
15.30
1.90
17.05
1.66
0.21 --- - ---
--- -- -- 0.21
15.40
1.85
17.07
1.68
0.21 --- --- ---
-- --- -- 0.21
15.50
1.80
17.07
1.70
0.21 - - --
--- -- --- 0.21
15.60
1.75
17.08
1.72
0.21 -- ---- ---
--- -- -- 0.21
15.70
1.71
17.09
1.73
0.21 -- ---- ----
-- -- --- 0.21
15.80
1.66
17.10
1.75
0.21 --- --- --
--- --- -- 0.21
Continues on next page...

Hydrograph Report Page
Engllsh
Hyd. No. 8
10yr Post -Route
Hydrograph type
= Reservoir
Peak discharge
= 8.69 cfs
Storm frequency
= 10 yrs
Time interval
= 6 min
Inflow hyd. No.
= 5
Reservoir name
= Ph1 Sec4A-34
Max. Elevation
= 18.41 ft
Max. Storage
= 139,529 cuft
Storage mdkalbn memod Lmed.
Total Volume = 242,507 cuft
Hydrograph Discharge
Table
Time
Inflow
Elevation
Civ A
Clv B
Clv C Clv D Wr A
Wr B
W r C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs
cfs cfs cfs
cfs
cfs cfs cfs
12.10
13.86
16.42
0.44
0.09
- -- --
---
-- --- 0.09
12.20
18.50
16.52
0.64
0.12
-- --- ---
---
-- -- 0.12
12.30
23.03
16.66
0.91
0.15
--- --- --
--
--- -- 0.15
12.40
26.16
16.83
1.23
0.18
-- -- --
--
-- - 0.18
12.50
27.47
17.01
1.57
0.20
--- - ---
--
-- -- 0.20
12.60
27.87 <<
17.18
1.86
0.22
---- --- ---
----
-- --- 0.22
12.70
27.55
17.34
2.07
0.24
-- -- ---
--
--- -- 0.24
12.80
26.74
17.51
2.21
0.25
---- ---- 0.01
---
-- --- 0.27
12.90
25.67
17.66
4.28
0.25
--- --- 0.62
---
-- --- 0.87
13.00
24.46
17.80
5.55
0.21
--- --- 1.61
-
--- -- 1.82
13.10
23.13
17.92
6.48
0.15
---- ---- 2.74
--
--- -- 2.88
13.20
21.70
18.03
7.19
0.16
- - 3.88
-
--- -- 4.03
13.30
20.20
18.13
7.74
0.16
-- -- 4.92
---
--- --- 5.08
13.40
18.65
18.20
8.18
0.16
-- -- 5.86
---
-- -- 6.02
13.50
17.06
18.27
8.51
0.16
- --- 6.68
--
--- - 6.84
13.60
15.44
18.32
8.78
0.15
-- --- 7.36
--
--- -- 7.51
13.70
13.81
18.36
8.97
0.15
--- - 7.89
--
-- -- 8.03
13.80
12.21
18.39
9.10
0.14
- -- 8.26
--
-- --- 8.40
13.90
10.67
18.40
9.19
0.14
-- --- 8.49
0.00
--- ---- 8.61
14.00
9.25
18.41
9.22
0.14
--- --- 8.59
0.00
- - --- 8.69
14.10
8.15
18.41 <<
9.22
0.14
--- --- 8.59
0.00
-- -- 8.69 <<
14.20
7.43
18.40
9.20
0.14
--- -- 8.52
0.00
--- - 8.64
14.30
6.89
18.40
9.16
0.14
---- ---- 8.41
--
--- -- 8.55
14.40
6.49
18.39
9.11
0.14
-- -- 8.27
----
---- --- 8.41
14.50
6.20
18.38
9.05
0.14
-- -- 8.12
----
---- --- 8.26
14.60
5.96
18.36
8.99
0.14
-- --- 7.95
--
-- -- 8.10
14.70
5.74
18.35
8.93
0.15
- --- 7.79
--
--- -- 7.93
14.80
5.55
18.34
8.87
0.15
- --- 7.62
--
- -- 7.77
14.90
5.37
18.33
8.81
0.15
-- -- 7.45
---
-- --- 7.60
15.00
5.21
18.31
8.75
0.15
--- --- 7.28
--
--- --- 7.43
15.10
5.06
18.30
8.69
0.15
-- - 7.10
--
--- --- 7.26
15.20
4.91
18.29
8.62
0.16
--- -- 6.94
---
-- -- 7.10
15.30
4.77
18.28
8.56
0.16
---- ---- 6.79
---
---- -- 6.94
15.40
4.64
18.26
8.49
0.16
---- ---- 6.63
--
--- --- 6.79
15.50
4.50
18.25
8.43
0.16
--- --- 6.48
----
---- --- 6.63
15.60
4.38
18.24
8.37
0.16
---- --- 6.32
---
-- -- 6.48
Continues on next page...

Hydrograph
Report
Page t
English
Hyd. No. 9
100yr Post -Route
Hydrograph type
= Reservoir
Peak discharge
= 21.68 cfs
Storm frequency
= 100 yrs
Time interval
= 6 min
Inflow hyd. No.
= 6
Reservoir name
= Ph1 Sec4A-34
Max. Elevation
= 19.63 ft
Max. Storage
= 220,323 cuft
Storage mdceLon method used. Total Volume = 429,502 tuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs
cfs
cis cfs
cfs
12.20
33.63
17.19
1.88
0.22 ---
-- ---
-
--- --
0.22
12.30
41.10
17.41
2.12
0.25 ----
---- ---
----
--- --
0.25
12.40
46,07
17.67
4.40
0.25 ---
-- 0.70
---
- --
0.94
12.50
47.93
17.94
6.55
0.15 --
- 2.84
---
-- ---
2.99
12.60
48.28 <<
18.18
8.06
0.16 -
-- 5.61
---
-- ---
5.77
12.70
47.46
18.41
9.24
0.13 --
--- 8.64
0.00
-- ---
8.73
12.80
45.85
18.62
10.19
--- ----
--- 11.78
2.36
--- ---
10.19
12.90
43.82
18.82
11.00
---- ----
--- 14.94
9.41
--- --
11.00
13.00
41.58
18.99
11.69
---- --
--- 18.05
18.26
--- --
11.69
13.10
39.16
19.14
12.25
- -- -
--- 20.86
27.31
-- --
12.25
13.20
36.58
19.28
12.73
---- --
-- 23.48
36.28
-- --
12.73
13.30
33.89
19.40
13.13
---- -
-- 25.86
44.82
--- ----
13.13
13.40
31.13
19.50
13.47
---- --
-- 27.97
52.67
0.00 --
13.47
13.50
28.33
19.57
13.72
-- - -
--- 29.59
58.85
3.54 --
17.26
13.60
25.50
19.62
13.86
--- --
-- 30.52
62.45
6.31 --
20.17
13.70
22.67
19.63 <<
13.91
--- ---
--- 30.89
63.87
7.76 --
21.68 <<
13.80
19.90
19.63
13.91
--- ---
--- 30.85
63.73
7.62 -
21.53
13.90
17.28
19.62
13.87
--- ---
---- 30.58
62.66
6.53 ---
20.39
14.00
14.87
19.60
13.81
--- ---
-- 30.17
61.09
4.92 ---
18.73
14.10
13.05
19.58
13.74
- ---
--- 29.70
59.29
3.79 --
17.53
14.20
11.86
19.56
13.66
- ---
-- 29.20
57.36
2.67 --
16.33
14.30
10.97
19.53
13.59
--- ----
-- 28.71
55.50
1.58 --
15.16
14.40
10.33
19.51
13.52
--- ----
-- 28.26
53.79
0.58 ---
14.09
14.50
9.85
19.49
13.45
--- ----
-- 27.85
52.23
0.00 ---
13.45
14.60
9.45
19.47
13.39
-- ---
-- 27.43
50.68
0.00 ---
13.39
14.70
9.10
19.45
13.31
--- ---
--- 26.98
49.01
0.00 ---
13.31
14.80
8.79
19.43
13.24
---- ---
--- 26.51
47.24
0.00 ---
13.24
14.90
8.50
19.40
13.16
- --
--- 26.01
45.38
0.00 -
13.16
15.00
8.24
19.38
13.07
-- -
--- 25.50
43.52
--- --
13.07
15.10
7.99
19.35
12.98
--- --
-- 24.97
.41.62
--- --
12.98
15.20
7.76
19.33
12.89
- -
-- 24.43
AN
- --
12.89
15.30
7.53
19.30
12.80
--- --
--- 23.87
37.65
-- --
12.80
15.40
7.31
19.27
12.70
---- --
--- 23.32
35.72
--- -
12.70
15.50
7.10
19.24
12.60
--- --
--- 22.75
33.73
---- ---
12.60
15.60
6.89
19.21
12.49
--- ---
-- 22.17
31.71
--- ---
12.49
15.70
6.69
19.18
12.39
---- ---
--- 21.59
29.74
-- ---
12.39
Continues on next page...

Hydrograph Report
Page 1
Hyd. No. 10
1-year Rational pre
Hydrograph type
Storm frequency
Drainage area
Intensity
I-D-F Curve
= Rational
= 2 yrs
= 20.1 ac
= 2.54 in
= newhanover.IDF
English
Peak discharge = 10.23 cfs
Time interval = 1 min
Runoff coeff. = 0.2
Time of conc. (Tc) = 45 min
Reced. limb factor = 1
Total Volume = 27,620 cult
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
0.02
0.23
0.55
7.50
1.08
5.68
0.03
0.45
0.57
7.73
1.10
5.46
0.05
0.68
0.58
7.96
1.12
5.23
0.07
0.91
0.60
8.18
1.13
5.00
0.08
1.14
0.62
8.41
1.15
4.77
0.10
1.36
0.63
8.64
1.17
4.55
0.12
1.59
0.65
8.87
1.18
4.32
0.13
1.82
0.67
9.09
1.20
4.09
0.15
2.05
0.68
9.32
1.22
3.86
0.17
2.27
0.70
9.55
1.23
3.64
0.18
2,50
0.72
9.77
1.25
3.41
0.20
2.73
0.73
10.00
1.27
3.18
0.22
2,96
0.75
10.23 <<
1.28
2.96
0.23
3.18
0.77
10.00
1.30
2.73
0.25
3.41
0,78
9.77
1.32
2.50
0.27
3.64
0.80
9.55
1.33
2.27
0.28
3.86
0.82
9.32
1.35
2.05
0.30
4.09
0.83
9.09
1.37
1.82
0.32
4.32
0.85
8.87
1.38
1.59
0.33
4.55
0.87
8.64
1.40
1.36
0.35
4.77
0.88
8.41
1.42
1.14
0.37
5.00
0.90
8.18
1.43
0.91
0.38
5.23
0.92
7.96
1.45
0.68
0.40
5,46
0.93
7.73
1.47
0.45
0.42
5.68
0.95
7.50
1.48
0.23
0.43
5.91
0.97
7.27
0.45
6.14
0.98
7.05
0.47
6.37
1.00
6.82
...End
0.48
6.59
1.02
6.59
0.50
6.82
1.03
6.37
0.52
7.05
1.05
6.14
0.53
7.27
1.07
5.91

Hydrograph Report
Page 1
Hyd. No. 11
1-year post
Hydrograph type
Storm frequency
Drainage area
Intensity
I-D-F Curve
= Rational
= 2 yrs
= 20.1 ac
= 3.23 in
= newhanover.IDF
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs)
0.02
1.30
0.55
35.06
0.03
2.60
0.57
33.76
0.05
3.90
0.58
32.46
0.07
5.19
0.60
31.16
0.08
6.49
0.62
29.86
0.10
7.79
0.63
28.57
0.12
9.09
0.65
27.27
0.13
10.39
0.67
25.97
0.15
11.69
0.68
24.67
0.17
12.98
0.70
23.37
0.18
1428
0.72
22.07
0.20
15.58
0.73
20.78
0.22
16.88
0.75
19.48
0.23
18.18
0.77
18.18
0.25
19.48
0.78
16.88
0.27
20.78
0.80
15.58
0.28
22.07
0.82
14.28
0.30
23.37
0.83
12.98
032
24.67
0.85
11.69
0.33
25.97
0.87
10.39
0.35
27.27
0.88
9.09
0.37
28.57
0.90
7.79
0.38
29.86
0.92
6.49
0.40
31.16
0.93
5.19
0.42
32.46
0.95
3.90
0.43
33.76
0.97
2.60
0.45
35.06
0.98
1.30
0.47
36.36
0.48
37.66
0.50
38.95 <<
...End
0.52
37.66
0.53
36.36
Peak discharge
Time interval
Runoff coeff.
Time of conc. (Tc)
Reced. limb factor
English
= 38.96 cfs
= 1 min
= 0.6
= 30 min
= 1
Total Volume = 70,117 tuft

Hydrograph Report Page t
English
Hyd. No. 12
1-year routed
Hydrograph type
= Reservoir
Peak discharge
= 0.23 cfs
Storm frequency
= 2 yrs
Time interval
= 1 min
Inflow hyd. No.
= 11
Reservoir name
= Ph1 Sec4A-34
Max. Elevation
= 17.28 ft
Max. Storage
= 69,674 cuft
Storage Indication method used. Total Volume = 18,197 cuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cis
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
0.18
14.28
16.09
0.03
0.00 - -- - --- - -- - -
0.00
0.20
15.58
16.11
0.04
0.00 --- --- -- -- - - -
0.00
0.22
16.88
16.12
0.06
0.00 -- --- --- - - - -
0.00
0.23
18.18
16.14
0.08
0.00 -- -- -- - - --
0.00
0.25
19.48
16.16
0.10
0.01 -- -- --- - ---- ----
0.01
027
20.78
16.19
0.12
0.01 -- --- - - -- -
0.01
0.28
22.07
16.21
0.15
0.01 --- --- - - -- -
0.01
0.30
23.37
16.24
0.18
0.02 --- - - - --- ----
0.02
0.32
24.67
16.26
0.21
0.04 -- ---- ---- - --- ----
0.04
0.33
25.97
16.29
0.24
0.05 -- -- - -- --- ----
0.05
0.35
27.27
16.32
0.29
0.06 --- --- - - - -- --
0.06
0.37
28.57
16.35
0.34
0.07 - - - - - - - - -
0.07
0.38
29.86
16.39
0.39
0.08 -- -- - - -- - ---
0.08
0.40
31.16
16.42
0.45
0.10 --- --- --- - - - -
0.10
0.42
32.46
16.46
0.52
0.10 -- --- -- --- -- --
0.10
0.43
33.76
16.49
0.59
0.11 -- -- - - - -
0.11
0.45
35.06
16.53
0.65
0.12 -- --- --- -- -- -
0.12
0.47
36.36
16.57
0.72
0.13 ---- ---- --- -- --- ---
0.13
0.48
37.66
16.61
0.80
0.14 - - - - --- ----
0.14
0.50
38.95 <<
16.66
0.89
0.15 -- -- - - --- ----
0.15
0.52
37.66
16.70
0.99
0.16 ---- ---- -- -- --- ----
0.16
0.53
36.36
16.74
1.07
0.16 -- -- - - - - --
0.16
0.55
35.06
16.78
1.14
0.17 --- --- --- --- - --
0.17
0.57
33.76
16.82
1.21
0.17 --- -- - - - - -
0.17
0,58
32.46
16.86
11.30
0.18 --- --- -- - -- - -
0.18
0.60
31.16
16.89
1.38
0.19 - - ---- ---- - --
0.19
0.62
29.86
16.93
1.44
0.19 -- -- --- - ---- ----
0.19
0.63
28.57
16.96
1.49
0.19 ---- --- - -- -- -
0.19
0.65
27.27
16.99
1.54
0.20 --- --- -- -- --- ----
0.20
0.67
25.97
17.02
1.59.
0.20 --- --- - - --- ----
0.20
0.68
24.67
17.04
1.64
0.21 -- ---- ---- - - - - --
0.21
0.70
23.37
17.07
1.69
0.21 -- --- - - - - - -
0.21
0.72
22.07
17.09
1.73
0.21 --- -- - - - - - -
0.21
0.73
20.78
17.11
1.77
0.21 --- -- -- -- - - -
0.21
0.75
19.48
17.13
1.80
0.22 --- -- -- -- - --
0.22
0,77
18.18
17.15
1.83
0.22 - --- --- --- -- ---
0.22
Continues on next page...

Hydraflow Plan View
•
9
8
5
4�\
15
2
1 16
Project file: Sec4A-34rev1.stm OF file: wilmington.IDF No. Lines: 16 01-23-2014

Hydraflow Summary Report
Page 1
Line
Line ID Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Gas
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
N
(ft)
(ft)
(ft)
No.
1
34-1 TO MH-2 41.35
36 c
217.0
14.50
15.00
0.230
16.82
17.72
0.06
End
2
MH-2 TO 34.3 41.35
36 c
138.0
15.O1)
15.60
0.435
17.77
18.08
0.07
1
3
34-3 TO 34-4 39.06
36 c
20.0
15.60
15.70
0.500
18.15
18.18
0.06
2
4
34-4 TO 34-5 27.83
36 c
394.0
15.70
16.00
0.076
18.24
18.81
0.03
3
5
34-5 TO MH7 21.00
36 c
198.0
16.00
16.20
0.101
18.83
18.98
0.01
4
6
34-5 TO 34-6 3.16
18 c
20.0
17.50
17.60
0.500
18.83
18.84
0.01
4
7
MH7 TO 34.8 21.00
30 c
208.0
16.20
16.40
0.096
18.99'
19.46'
0.03
5
8
34-8 TO 34-9 17.16
24 c
54.0
16.80
17.00
0.370
19.49'
19.75'
0.05
7
9
34-9 TO 34-11 13.11
24 c
326.0
17.00
17.80
0.245
19.80'
20.73'
0.03
8
10
34-11 TO MH13 7.01
24 c
178.0
17.80
18.10
0.169
20.76'
20.90'
0.01
9
11
MH13 TO 34-14 7.01
24 c
174.0
18.10
18.40
0.172
20.91•
21.05'
0.01
10
12
34-14 TO 34-15 3.55
18 c
20.0
18.90
19.00
0.500
21.06'
21.08'
0.01
11
13
34-9 TO 34-10 2.03
18 c
20.0
17.40
17.50
0.500
19.80'
19.80'
0.00
8
14
34-11 TO 34-12 3.16
18 c
20.0
18.40
18.50
0.500
20.76'
20.77'
0.00
9
15
34A TO 34.16 6.94
18 c
405.0
17.10
18.DD
0.222
18.24'
20.00'
0.02
3
16
34-16 TO 34-17 2.65
18 c
20.0
18.00
18.10
0.500
20.02'
20.03'
0.00
15
Project File: Sec4A.34revt.sbn
I-D-F File: wilmington.IDF
Total No. Lines: 16
Run Date: 01-23-2014
NOTES: c = circular; e = elliptical; b = box; Return period = 10 Yrs.; ' Indicates surcharge condition.

Hydraflow Storm Sewer Tabulation
Page 1
Station
Line To
Line
Len
(k)
Dmg Area
[nor Total
(ac) (ac)
Rnoff
coaff
(C)
Area x C
Incr Total
Tc
Inlet Syst
(min) (min)
Rain
(1)
(inlhr)
Total
flow
(cfs)
Cap
full
(cfs)
Vol
(fl
Plpe
Slze Slope
(in) (%)
Invert Elev
Up Dn
(k) (k)
HGL Elev
Up Dn
(k) (k)
Gmd f Rim Elev
Up Dn
(it) (k)
Line ID
t
1
End
217.0
0.00
18.30
0.00
0.00
7.32
0.0
29.4
4.3
41.35
34.68
6.60
36
0.23
15.00
14.50
17.72
16.82
20.50
20.00
34-1 TO MH-2
2
1
138.0
0.90
18.30
0.40
0.36
7.32
10.0
28.6
4.4
41.35
47.64
6.33
36
0.43
15.60
15.00
18.08
17.77
20.80
20.50
MH-2 TO 34-3
3
2
20.0
1.90
17.40
0.40
0.76
6.96
15.0
28.5
4.4
39.06
51.09
6.18
36
0.50
15.70
15.60
18.18
18.15
20.80
20.80
34-3 TO 34-4
4
3
394.0
1.80
12.30
0.40
0.72
4.92
20.0
26.3
4.5
27.83
19.94
4.20
36
0.08
16.00
15.70
18.81
18.24
21.00
20.80
34-4 TO 34-5
5
4
198.0
0.00
9.10
0.00
0.00
3.64
0.0
25.2
4.6
21.00
22.96
3.06
36
0.10
16.20
16.00
18.98
18.83
22.00
21.00
345 TO MH7
6
4
20.0
1 Ao
1.40
0.40
0.56
0.56
15.0
15.0
5.6
3.16
8.04
1.96
18
0.50
17.60
17.50
18.84
18.83
21.00
21.00
34-5 TO 34.6
7
5
208.0
1.70
9.10
0.40
0-68
3.64
15.0
24.1
4.7
21.00
13.78
4.28
30
0.10
16.40
16.20
19.46
18.99
20.00
22.00
MH7 TO 34.8
8
7
54.0
0.80
7.40
0.40
0.32
2.96
10.0
23.8
4.8
17.16
14.91
5.46
24
0.37
17.00
15.80
19.75
19.49
20.50
20.00
34-8 TO 34.9
9
8
326.0
1.30
5.80
0.40
0.52
2.32
15.0
22.0
4.9
13.11
12.14
4.17
24
0.25
17.80
17.00
20.73
19.80
21.70
20.50
34-9 TO 34-1
10
9
178.0
0.00
3.10
0.00
0.00
1.24
0.0
21.0
5.0
7.01
10.06
2.23
24
0.17
18.10
17.80
20.00
20.76
22.80
21.70
34-11 TO MH1
11
10
174.0
1.70
3.10
0.40
0.68
1.24
20.0
20.0
5.1
7.01
10.17
2.23
24
0.17
18.40
18.10
21.05
20.91
22.00
22.80
MH13 TO 34-1
12
11
20.0
1 A0
1.40
0.40
0.56
0.56
10.0
10.0
6.3
3.55
8.04
2.01
18
0.50
19.00
18.90
21.08
21.06
22.00
22.00
34-14 TO 34-
13
8
20.0
0.80
0.80
0.40
0.32
0.32
10.0
10.0
6.3
2.03
8.04
1.15
18
0.50
17.50
17.40
19.80
19.80
20.60
20.50
34-9 TO 34-1
14
9
20.0
1.40
1.40
0.40
0.56
0.56
15.0
15.0
5.6
3.16
8.04
1.79
18
0.50
18.50
18.40
20.77
20.76
21.70
21.70
34-11 TO 34-
15
3
405.0
1.90
3.20
0.40
0.76
1.28
15.0
20.1
5.1
6.94
5.36
4.38
18
0.22
18.00
17.10
20.00
18.24
21.60
20.80
34-4 TO 34-1
16
15
20.0
1.30
1.30
0.40
0.52
0.52
20.0
20.0
5.1
2.65
8.04
1.60
18
0.50
18.10
18.00
20.03
20.02
21.60
21.60
34-16 TO 34-
Project
File:
Sec4A-34rev1.stm
147-F
Flle: wilmington.IDF
Total number
of lines:
16
Run Date:
01-23-2014
NOTES:
Intensity
=
161.201
(To + 26.60)
A 0.90;
Return
period
= 10
Yrs. ;
Initlal tailwater
elevation
= 16.82
(k) ; Total
flows
limited to
Inlet captured
flows.

Hydraflow Hydraulic Grade Line Computations
Page 1
Line
Size
(in)
Q
(cfs)
Downstream
Invert HGL Depth Area Val Vel EGL Sf
elev elev head elev
(ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) N
Len
(ft)
Upstream
Invert HGL Depth Area Vel Vel EGL Sf
olov elev head elev
(ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) M
Check
Ave Enrgy
Sf loss
(°.6) (ft)
JL
coeff
(K)
Minor
103s
(ft)
1
36
41.35
14.50
16.82
2.32
5.87
7.05
0.77
17.59
0.368
217
15.00
17.72
2.72
6.73
6.14
0.59
18.30
0287
0.327
0.710
0.10
0.06
2
36
41.35
15.00
17.77
2.77
6.83
6.06
0.57
18.34
0.284
138
15.60
18.08
2.48
6.26
6.61
0.68
18.76
0.322
0.303
0.418
0.10
0.07
3
36
39.06
15.60
18.15
2.55
6A1
6.10
0.58
18.73
0.275
20.0
15.70
18.18
2.48
6.24
6.26
0.61
18.79
0289
0.282
0.056
0.10
0.06
4
36
27.83
15.70
18.24
2.54
6.38
4.36
0.30
18.53
0.141
394
16.00
18.81
2.81
6.88
4.05
0.25
19.06
0.128
0.135
0.530
0.10
0.03
5
36
21.00
16.00
18.83
2.83
6.92
3.04
0.14
18.98
0.073
198
16.20
18.98
2.78
6.83
3.07
0.15
19.12
0.073
0.073
0.145
0.10
0.01
6
18
3.16
17.50
18.83
1.33
1.66
1.90
0.06
18.89
0.069
20.0
17.60
18.84
1.24
1.56
2.02
0.06
18.91
0.076
0.072
0.014
0.10
0.01
7
30
21.00
16.20
18.99
2.50
4.91
428
028
1928
0.224
208
16.40
19.46
2.50
4.91
4.28
0.28
19.74
0.223
0.224
0.465
0.10
0.03
8
24
17.16
16.80
19A9
2.00
3.14
5A6
0.46
19.95
0.491
54.0
17.00
19.75
2.00
3.14
5.46
0.46
20.21
0.491
0.491
0.265
0.10
0.05
9
24
13.11
17.00
19.80
2.00
3.14
4.17
0.27
20.07
0.286
326
17.80
20.73
2.00
3.14
4.17
0.27
21.00
0.286
0.286
0.933
0.10
0.03
10
24
7.01
17.80
20.76
2.00
3.14
223
0.08
20.84
0.082
178
18.10
20.90
2.00
3.14
2.23
0.08
2098.
0.082
0.082
0.146
0.10
0.01
11
24
7.01
18.10
20.91
2.00
3.14
2.23
0.08
20.99
0.082
174
18.40
21.05
2.00
3.14
2.23
0.08
21.13
0.082
0.082
0.143
0.10
0.01
12
18
3.55
18.90
21.06
1.50
1.77
2.01
0.06
21.12
0.097
20.0
19.00
21.08
1.50
1.77
2.01
0.06
21.14
0.097
0.097
0.019
0.10
0.01
13
18
2.03
17.40
19.80
1.50
1.77
1.15
0.02
19.82
0.032
20.0
17.50
19.80
1.50
1.77
1.15
0.02
19.82
0.032
0.032
0.006
0.10
0.00
14
18
3.16
18.40
20.76
1.50
1.77
1.79
0.05
20.81
0.077
20.0
18.50
20.77
1.50
1.77
1.79
0.05
20.82
0.077
0.077
0.015
0.10
0.00
15
18
6.94
17.10
18.24
1.14
1.44
4.83
0.36
18.60
0.436
405
18.00
20.00
1.50
1.77
3.93
0.24
20.24
0.372
0.404
1.637
0.10
0.02
16
18
2.65
18.00
20.02
1.50
1.77
1.50
0.03
20.06
0.054
20.0
18.10
20.03
1.50
1.77
1.50
0.03
20.07
0.054
0.054
0.011
0.10
0.00
Project
File: ScrAA34rev1.stm
I-D-F
File: wllmlrgton.IDF
Total
number
of lines:
16
Run
Data: 01-23-2014
NOTES:
Initial
taitwater
elevation
= 16.82
(ft) , ' Critical
depth
assumed.,
" Critical
depth assumed.
,

Hydraflow Inlet Report
Page 1
Line
No
Line ID
A
(ac)
Inlet
time
(min)
I
(Inlhr)
C
Q=
CIA
(cfs)
Q
carry
(cfs)
Q
capt
(cfs)
Q
byp
(cfs)
Junc
type
Curb Inlet
Ht L
(in) (ft)
Grate Inlet
area L W
(sgft) (it) (ft)
Gutter
So W Sw Sx
(ft/ft) (ft) (ftlft) (ftift)
Flow
depth spread
(ft) (ft)
Byp
Iin$
No
1
34-1 TO MH-2
0.00
0.0
0.00
0.00
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
Sag
0.00
0.000
0.000
0.00
0.00
OHsite
2
MH-2 TO 34.3
0.90
10.0
5.05
0.40
1.82
0.00
1.82
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.17
4.05
1
3
34-3 TO 34-4
1.90
15.0
4.42
0.40
3.36
0.00
3.36
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.25
5.95
2
4
34-4 TO 34-5
1.80
20.0
3.94
0.40
2.84
0.00
2.84
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.22
524
3
5
34-5 TO MH7
0.00
0.0
0.00
0.00
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
0.000
0.00
0.000
0.000
0.00
0.00
4
6
34-5 TO 34-6
1.40
15.0
4.42
0.40
2.48
0.00
2.48
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.20
4-76
2
7
MH7 TO 34-8
1.70
15.0
4.42
0.40
3.01
0.00
3.01
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.23
5.48
4
8
3" TO 34-9
0.80
10.0
5.05
0.40
1.62
0.00
1.62
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.16
3.81
6
9
34-9 TO 34-11
1.30
15.0
4.42
0.40
2.30
0.00
2.30
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.20
4.76
8
10
34-11 TO MH13
0.00
0.0
0.00
0.00
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
0.000
0.00
0.000
0.000
0.00
0.00
9
11
MH13 TO 34-14
1.70
20.0
3.94
0.40
2.68
0.00
2.68
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
D.22
524
9
12
34-14 TO 34-16
1.40
10.0
5.05
0.40
2.83
0.00
2.83
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.22
524
14
13
34-9 TO 34-10
0.80
10.0
5.05
0.40
1.62
0.00
1.62
0.00
Comb
6.0
3.00
3.09
2.9B
1.98
Sag
2.50
0.042
0.021
0.16
3.81
7
14
34-11 TO 34-12
1.40
15.0
4.42
0.40
2.48
0.00
2.48
0.00
Comb
6.0
3.O1)
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.20
4.76
13
15
34.4 TO 34-16
1.90
15.0
4.42
0.40
3.36
0.00
3.36
0.00
Comb
6.0
3.00
3.09
2.98
1.9B
Sag
2.50
0.042
0.021
0.25
5.95
3
16
34-16 TO 34-17
1.30
20.0
3.94
0.40
2.05
0.00
2.05
0.00
Comb
6.0
3.00
3.09
2.9B
1.98
Sag
2.50
0.042
0.021
0.18
4.29
2
Project
File: Sec4A34rev1.stm
I-D-F
File: Mlmington.[DF
Total
numberof
lines:
16
Run Date:
01-23-2014
NOTES:
Inlet N-Values =
0.013 ;
Design
depth for
grate(s)
= 0.3
(ft); Intensity
= 171.32
! (Inlet
Ume+ 25.10)
^ 0.99;
Return
period
= 2
Yrs. ; "
Indicates
Known
Q added

BRUNSWICK FOREST — Phase 1 Sec 4 Wet detention / retention pond
POND No. JL-2 revised
Additional Calculation Summary for NCDENR / DWQ :
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 3,119,303 sf
TOTAL AREA DRAINING TO POND = 223.9 acres = 9,753,274 sf
SA REQUIRED: 3,119,30319,753,274 = 0.32, or 32%
At 5.5' average depth, 90% TSS removal, from chart — SA/DA factor = 2.1
9753274 x 0.01 x 2.1 = 204,820 sf SA REQUIRED
At Elev. = 15.3 230,440 sf SA PROVIDED
VOLUME REQUIRED: R=[(P)(Pj)(Rv)/12](A)
SEE PAGES A.1 and A.2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs"
(P)= 1.5"
(Pj)= 0.9
(Rv)= 0.05 + 0.9(311930319753274) = 0.338
(A)= 9,753,274
R= [(1.5)(0.338)/12](9753274) = 9.46 acre-feet
= 411,880 cf REQUIRED STORAGE
At Elev. = 17.1 = 427,834 cf PROVIDED STORAGE
DRAW DOW N:
Average head from storage elevation to orifice -
17.1 — 15.313 = 0.6
8" PVC drain to draw -down pond storage volume:
Orifice equation: Q = CA(2gh)1112
Q = 0.6(.349)(64.4 X 0.6)Al/2 = 1.302 cfs
T = 328,600 sec. = 3.8 days OKAY
FOREBAY REQUIREMENTS —
Approximate required capacity = 1,274,056 X 20% = 254,800 cf
Provided capacity = 251,400 cf OKAY
8829-Ph 1 Sec4A-D WQ-A-2rev.doc

Brunswick Forest - Pond KI 2 revised
STAGE - STORAGE TABLES:
MAIN BODY OF POND - BUILD -OUT CONDITION
Above WSEL
INCR.
INCR.
INCR.
ELEV.
AREA
VOL.
STORAGE
STORAGE
(ff)
(so
(of)
(co
(ac-$)
15.3
230,440
-
-
-
16.0
236,100
163,289
163,289
3.75
16.70
241,650
167,213
330,502
7.59
17.0
248,900
72,750
403,252
9.26
17.1
250,000
24,583
427,834
9.82
18.0
259,700
254,300
682,134
15.66
19.0
270,500
265,100
947,234
21.75
20.0
284,000
277,250
893,983
20.52
Previous STORAGE VOLUME -
330,502
7.59
Revised STORAGE VOLUME -
427,834
9.82
stage882941,2revAs

Brunswick Forest - Pond JL-2 revised
STAGE - STORAGE TABLES:
MAIN BODY OF POND -
FOREBAY 1
FOREBAY 2
Below WSEL
MAIN
INCR.
INCR.
INCR
INCR.
INCR.
INCR.
ELEV.
AREA
VOL.
STORAGE
AREA
VOL.
STORAGE
AREA
VOL.
STORAGE
O
(so
(cfl
(cfl
M
(ci
(co
(sf)
(cfl
(cfl
15.3
161,320
-
-
47,420
-
-
21,700
-
-
15.0
160,500
48,273
48,273
40,300
13,158
13,158
20,800
6,375
6,375
14.0
148,400
154,450
202,723
36,700
38,500
51,658
18,300
19,550
25,925
13.0
131,200
139,800
342,523
32,500
34,600
86,258
16,000
17,150
43,075
12.0
116,400
123,800
466,323
26,200
29,350
115,608
13,800
14,900
57,975
11.0
104,400
110,400
576,723
17,000
21,600
137,208
11,800
12,800
70,775
10.0
93,000
98,700
675,423
11,400
14,200
151,408
10,100
10,950
81,725
9.0
82,300
87,650
763,073
6,400
8,900
160,308
8,600
9,350
91,075
8.0
72,300
77,300
840,373
7.0
62,800
67,550
907,923
6.0
57,400
60,100
968,023
5.0
51,900
54,650
1,022,673
Note: 3:1 side slopes below normal pool shelf, pond maybe over -excavated for sediment storage.
Average depth= 5.5 (volume/SA)
TOTAL SURFACE AREA -
TOTAL POND VOLUME -
TOTAL FOREBAY VOLUME -
PERCENT OF TOTAL -
storag�8829-J1,2rcviwd.xls
230,440 FOREBAY -
1,274,056 Percent Volume=
251,383
20%
FOREBAY-
13% Percent Volume= 7%

Project Area-9,753,274 sf (Original 9,001,674 sf+Additional D/Aof 751,600 sf)
Maximum Impervious = 32%
or 3,119,303 sf (Original 2,734,403 sf + Additional D/Aof 384,900 sf)
5204
0.1 I
68
ss
QC 70
85304 Sq. Feat 71 72 73
2.0 AGros 7Q F32
cl[/ /� lnrWe� AIR ar, 75 76 77 79 731
86 85 84 F
82 B1 BO 79 33
41 LOTS @ 6.000 sf per (246,0001atal)
o
STREETS (9C)=87,000sf
m
SIDEWALKS=27,1875I
�
FUTURE = 24,713 s1
36
39 1 38 II{ Ill 37
21 1 22 1 23 JVk % 24
FUTUREDEVELOPMENT
951450 Sq. Feet
2.2 Acres
Lots - 246,000 sf
Sidewalks- 27,187 sf
Streets - 87,000 sf
Safety / Future - 24,713 sf
Total Impervious = 384,900 sf
30
A 29
NS
6
n
A
m
a 27
26 /25
D� SIDEWALK
5733 Sq. Feet
0.1 Acres
BRUNSWICK FOREST
Phase 7 Section 4 (Impervious Totals)
HANOVER DESIGN SERVICES, P.A. POND JL-2
unn me�rroRs. cvoraeRSILnNol Nxe JANUARY 2014
IIU ROPti C NP
MW NG'd1.iMll
Rg1R 91ll�lY➢E
LIQATc/LC91

Page 1
Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(it)
Maximum
storage
(cult)
Hydrograph
description
1
SCS Runoff
33.25
6
864
787,107
1
--
---
1yr Predev-24hr
2
SCS Runoff
122.82
6
828
2,604,432
10
---
---
--
10yr Predev
3
SCS Runoff
225.43
6
822
4,630,673
100
—
--
--
100yr Predev
4
SCS Runoff
52.75
6
810
973,748
1
--
---
lyr Postdev-24hr
5
SCS Runoff
175.51
6
798
2.940,879
10
--
---
----
10yr Postdev
6
SCS Runoff
308.11
6
792
5,059.348
100
-•
---
---
100yr Postdev
7
Reservoir
22.30
6
1002
833,703
1
4
17.63
564,704
1yr Post-Route-24h
8
Reservoir
144.26
6
882
2,800,483
10
5
19.13
960,701
10yr Post -Route
9
Reservoir
276.81
6
B46
4,918,805
100
6
19.97
1,192,81E
100yr Post -Route
10
Rational
55.43 _ j
1
120
399.118
2
--
--
---
1-year Rational pr
11
Rational
139.46
1
90
753,058
2
--
---
---
1-year post
12
Reservoir
39.37' `
1
155
424,153
2
11
17.90
633,560
1-year routed
Proj. file: 8829-JL-2rev.GPW
OF file: newhanover.IDF
Run date: 01-22-2014

Reservoir Report
Page 1
Reservoir No. 1 - Ph1 Sec4A-JL-2mod
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation
ft ft
0.00
0.70
1.40
1.70
1.80
2.70
3.70
4.70
15.30
16.00
16.70
17.00
17.10
18.00
19.00
20,00
Contour area Incr. Storage
sgft cuft
230,440
0
236,100
163,289
241,650
167,213
248,900
73,583
250,000
24,945
259,700
229,365
270,500
265,100
284,000
277,250
Culvert! Orifice Structures
[A]
Rise in
= 42.0
Span in
= 42.0
No. Barrels
= 4
Invert El. ft
= 15.30
Length ft
= 62.0
Slope%
= 0.10
N-Value
= .012
Orif. Coeff.
= 0.60
Multi -Stage
= ---
[B] [C]
8,0 0.0
8.0 0.0
1 0
15.30 0.00
10.0 0.0
0.01 0.00
.011 .000
0.60 0.00
Yes No
[D]
0.0
0.0
0
0.00
0.0
0.00
.000
0.00
No
Total storage
tuft
0
163,289
330,502
404,084
429,029
658,394
923,494
1,200,744
Weir Structures
[A]
Crest Len ft
= 16.0
Crest El. ft
= 17.10
WeirCoeff.
= 3.30
Eqn. Exp.
= 1.50
Multi -Stage
= Yes
English
[B] [C] [D]
66.0
100.0
0.0
19.60
19.80
0.00
3.30
3.00
0.00
1.50
1.50
0.00
Yes
No
No
Tailwater Elevation = 15.00 ft
We: All cuttl"s have bcen analysed under inlet and Oldie! Wntml.
Stage
/ Storage / Discharge Table
Stage
Storage Elevation
Clv A
Clv B
Clv C Clv D Wr A
Wr B
Wr C Wr D
Discharge
ft
cuft
ft
cfs
cfs
cfs cfs cfs
cfs
cfs cfs
cfs
0.00
0
15.30
0.00
0.00
-- --- 0.00
0.00
0.00 --
0.00
0.70
163,289
16.00
7.56
0.38
--- --- 0.00
0.00
0.00 --
0.38
1.40
330,502
16.70
21.14
1.74
- -- 0.00
0.00
0.00 -
1.74
1.70
404,084
17.00
28.59
1.96
- -- 0.00
0.00
0.00 -
1.96
1.80
429,029
17.10
30.10
2.04
- -- 0.00
0.00
0.00 -
2.04
2.70
658,394
18.00
48.67
1.16
- -- 45.08
0.00
0.00 -
46.24
3.70
923,494
19.00
117.52
0.00
--- - 138.28
0.00
0.00 -
117.52
4.70
1,200,744
20.00
257.91
0.00
-- - 260.75
55.10
26.83 ---
284.75

NONE MEN
Project: 8829-JL-2rev.GPW IDF: newhanover.IDF 12 hyd's 01-22-2014

Hvdraflow Plan View
Project file: Sec4A-JL-2.slm I OF file: wilmington.IDF I No. Lines: 30 1 01-23-2014 1

Hydraflow Summary Report
Page 1
Line
Line ID Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
00
(ft)
(Ye)
(ft)
(ft)
(ft)
No.
1
JL-1 TO JL-2 40.75
36 c
170.0
15.00
16.00
0.588
17.03
18.03
0.10
End
2
JL-2TOJL3 38.22
36 c
22.0
16.00
16.20
0.909
18.13
18A7
0.09
1
3
JL-3 TO MH15 24.02
36 c
104.0
16.20
16.40
0.192
1826
18.42
0.03
2
4
JL3 TO MH4 13.04
24 c
85.0
17.00
17.20
0235
18.28
18.87
0.03
2
5
MH4 TO JL-5 13.04
24 c
130.0
17.20
17.60
0231
18.90
1926
0.03
4
6
JL5 TO JL-6 5.86
18 c
47.0
18.00
18.20
DA26
19.29
19.38
0.02
5
7
JL5 TO JL-7 4.70
18 c
34.0
18.20
18.50
0.882
19.40
19.33
0.03
6
8
JL-7TOJL-8 2.93
18 c
45.0
18.50
18.60
0.222
19.37
19.43
0.01
7
9
JL-8 TO JL-9 1.77
18 c
22.0
18.60
18.70
0.455
19.45
19.45
0.01
a
10
JL5 TO JL-10 6.60
18 0
22.0
17.60
17.70
0.455
19.29•
19.36•
0.02
5
11
JL-10 TO JL-11 6.03
18 c
50.0
17.70
17.80
0.200
19.38'
19.52•
0.02
10
12
JL-11 TO JL-12 5.45
18 c
32.0
17.80
17.90
0.313
19.54'
19.62•
0.01
11
13
JL-12 TO JL-13 4.87
18 c
190.0
17.9D
18.10
0.105
19.63•
19.98•
0.01
12
14
JL-13 TO JL-14 0.76
18 c
32.0
18.10
18.20
0.313
19.99'
19.99'
0.00
13
15
MH15 TO JL-16 24.02
36 c
138.0
16.40
16.70
0217
18.46
18.67
0.04
3
16
JL-16TOJL-17 2.04
18 c
20.0
18.00
18.20
1.000
18.70
18.85
0.02
15
17
JL-16 TO MH18 19.31
30 c
86.0
17.00
17.20
0.233
18.70
18.98
0.04
15
18
MH18 TO JL-19 19.31
30 c
118.0
17.20
17.40
0.169
19.02
19.34
0.03
17
19
JL-19 TO JL-20 16A2
24 c
44.0
17.60
17.80
0.455
19.37
19.53
0.05
18
20
JL-20TOJL-21 15.26
24 c
34.0
17.80
18.00
0.588
19.58
19.65
0.05
19
21
JL-21 TO JL-22 14.00
24 c
44.0
18.00
18.20
0.455
19.69
19.79
0.04
20
22
JL-22 TO MH27 11.86
24 c
160.0
18.20
18.40
0.125
19.84
20.24
0.02
21
23
MH27 TO JL-28 11.86
24 c
172.0
18.40
18.60
0.116
2026
20.60
0.02
22
24
JL-28 TO JL-30 5.51
24 c
370.0
18.60
19.00
0.108
20.62
20.79
0.01
23
25
JL-30 TO JL-31 2.65
18 c
20.0
19.30
19.40
0.500
20.79
20.80
0.00
24
26
JL-28 TO JL-29 2.48
18 0
20.0
19.30
19.40
0.500
20.62
20.62
0.00
23
27
JL-22TOJL-23 0.87
18 c
20.0
19.60
19.80
1.000
19.96
20.16
0.01
21
28
JL-19 TO JL-24 2.31
18 c
22.0
19.60
19.80
0.909
20.18
20.38
0.02
18
29
JL-24 TO JL-25 1.73
18 c
44.0
19.80
20.00
0.455
20.40
20.51
0.02
28
30
JL-25TOJL-26 0.87
18 c
34.0
20.00
20.20
0.588
20.52
20.56
0.01
29
Project File: Soc4AJL-2.stm
I-D-F File: wilmington.IDF
Total No. LJnes: 30
Run Date: 01-23-2014
NOTES: c = circular, e = elliptical; b = box; Return period = 10 Yrs.; • Indicates surcharge condition.

Hydraflow Storm Sewer Tabulation
Page 1
Station
Line To
Line
Len
(ft)
Orng Area
Incr Total
(ac) (ac)
Rnoff
coeff
(C)
Area x C
Incr Total
To
Inlet Syst
(min) (min)
Rain
(I)
(inft)
Total
flow
(cfs)
Cap
full
(cfs)
Val
(ftts)
Pipe
Size Slope
(in)
Invert Elev
Up On
HGL Elev
Up On
Grnd / Rim Elev
Up On
Line ID
,
1
End
170.0
1.00
17.50
0.40
0.40
7.00
10.0
33.0
4.1
40.75
55.41
7.98
36
0.59
16.00
15.00
18.03
17.03
21.40
20.00
JL-1 TOJL-2
2
1
22.0
0.40
16.50
0.40
0.16
6.60
6.0
32.8
4.1
38.22
68.89
7.44
36
0.91
16.20
16.00
18.17
18,13
21.40
21.40
JL-2 TO JL-3
3
2
104.0
0.00
10.40
0.00
0.00
4.16
0.0
26.6
4.5
24.02
31.68
4.68
36
0.19
16.40
16.20
18.42
18.26
22.00
21.40
JL-3 TO MH 15
4
2
85.0
0.00
5.70
0.00
0.00
2.28
0.0
32.4
4.1
13.04
11.89
5.41
24
0.24
17.20
17.00
18.87
18.28
22.20
21.40
JL-3 TO MH4
5
4
130.0
0.20
5.70
0.40
0.08
2.28
5.0
31.6
4.2
13.04
11.77
4.52
24
0.23
17.50
17.20
19.26
18.90
21.70
22.20
MH4 TO JL-5
6
5
47.0
0.40
220
0.40
0.16
0.88
5.0
10.6
6.2
5.86
7.42
3.79
18
0.43
18.20
18.00
19.38
19.29
21.90
21.70
JL-5 TO JL-6
7
6
34.0
0.70
1.80
0.40
0.28
0.72
10.0
10.4
6.3
4.70
10.69
3.89
18
0.88
18.50
1820
19.33
19.40
21.90
21.90
JL-6 TO JL-7
8
7
45.0
0.40
1.10
0.40
0.16
0.44
5.0
10.1
6.3
2.93
5.36
2.84
18
0.22
18.60
18.50
19.43
19.37
21.30
21.90
JL-7 TO JL-8
9
8
22.0
0.70
0.70
0.40
0.28
0.28
10.0
10.0
6.3
1.77
7.67
1.87
18
0.45
18.70
18.60
19.45
19.45
21.30
21.30
JL-8 TO JL-9
10
5
22.0'
0.20
3.30
0.40
0.08
1.32
5.0
31.5
4.2
6.60
7.67
3.74
18
0.45
17.70
17.60
19.36
19.29
21.70
21.70
JL-5 TO JL-1
11
10
50.0
0.20
3.10
0.40
0.08
1.24
5.0
31.2
4.2
6.03
5.09
3.41
18
0.20
17.80
17.70
19.52
19.38
21.60
21.70
JL-10 TO JL-
12
11
32.0
0.20
2.90
0.40
0.08
1.16
5.0
31.1
4.2
5.45
6.36
3.08
18
0.31
17.90
17.80
19.62
19.54
21.60
21.60
JL-11 TO JL-
13
12
190.0
2.40
2.70
0.40
0.96
1.08
30.0
30.0
4.3
4.87
3.69
2.76
18
0.11
18.10
17.90
19.98
19.63
21.00
21.60
JL-12 TO JL-
14
13
32.0
0.30
0.30
0.40
0.12
0.12
10.0
10.0
6.3
0.76
6.36
0.43
18
0.31
18,20
18.10
19.99
19.99
21.00
21.00
JL-13 TO JL-
15
3
138.0
0.70
10.40
0.40
0.28
4.16
10.0
25.8
4.6
24.02
33.69
4.77
36
0.22
16.70
16AO
18.67
18.46
21.40
22.00
MH15TOJL-1
16
15
20.0
1.30
1.30
0.40
0,52
0.52
15.0
15.0
5.6
2.94
11.38
3.79
18
1.00
18.20
18.00
18.85
18.70
21.40
21.40
JL-16 TO JL-
17
15
86.0
0.00
8.40
0.00
0.00
3.36
0.0
25.3
4.6
19.31
21.43
5.29
30
0.23
17.20
17.00
18.98
18.70
23.30
21.40
JL-16 TO MH1
18
17
118.0
0.20
8.40
0.40
0.08
3.36
5.0
24.7
4.7
19.31
18.29
4.88
30
0.17
17.40
17.20
19.34
19.02
23.30
23.30
MHl8 TO JL-1
19
18
44.0
0.40
7.40
0.40
0.16
2.96
5.0
24.4
4.7
16.42
16.52
5.63
24
0.45
17.80
17.60
19.53
19.37
23.30
23.30
JL-19 TO JL-
20
19
34.0
0.50
7.00
0.40
0.20
2,80
10.0
24.3
4.7
15.26
18.79
5.34
24
0.59
18.00
17.80
19.65
19.58
23.30
23.30
JL-20 TO JL-
21
20
44.0
0.50
6.50
0.40
0.20
2.60
10.0
24.0
4.7
14.00
16.52
5.07
24
0.45
18.20
18.00
19.79
19.69
23.30
23.30
JL-21 TO JL-
Project
File:
Seo4A-JL-2.stm
I-D-F
File: wilmington.IDF
Total number
of lines:
30
Run Date:
01-23-2014
NOTES:
Intensity
=
161.20 /
(Tc +26.60)
A 0.90;
Retum
period
= 10
Yrs. ;
Initial tailwater
elevallon
= 17.03
(ft) Total
flows
limited to
inlet captured
Flows.

Hydraflow Storm Sewer Tabulation
Page 2
Station
Line To
Line
Len
(ft)
Dmg Area
Incr Total
(ac) (ac)
Rnoff
coeff
(C)
Area x C
Incr Total
To
Inlet Syst
(min) (min)
Rain
(I)
(inlhr)
Total
flow
(cfs)
Cap
full
(cfs)
Vel
(ft/s)
Pipe
Size Slope
(in) M
Invert Elev
Up Dn
(It) (ft)
HGL Elev
Up Dn
(ft) (ft)
Grnd 1 Rim Elev
Up Dn
(ft) (ft)
Line ID
22
21
160.0
0.00
5.70
0.00
0.00
2.28
0.0
23.1
4.8
11.86
8.66
4.12
24
0.12
18.40
18.20
20.24
19.84
23.70
23.30
JL-22 TO MH2
23
22
172.0
1.90
5.70
0.40
0.76
2.28
20.0
22.2
4.9
11.86
8.36
3.84
24
0.12
18.60
18.40
20.60
20.26
22.40
23.70
MH27 TO JL-2
24
23
370.0
1.40
2.70
0.40
0.56
1.08
20.0
20.1
5.1
5.51
8.06
1.80
24
0.11
19.00
18.60
20.79
20.62
22.20
22.40
JL-28 TO JL-
25
24
20.0
1.30
1.30
0.40
0.52
0.52
20.0
20.0
5.1
2.65
8.04
1.52
18
0.50
19.40
19.30
20.80
20.79
2.2.20
22.20
JL-30 TO JL-
26
23
20.0
1.10
1.10
0.40
0.44
0.44
15.0
15.0
5.6
2.48
8.04
1.56
18
0.50
19.40
19.30
20.62
20.62
22.40
22.40
JL-28 TO JL-
27
21
20.0
0.30
0.30
OAD
0.12
0.12
5.0
5.0
7.2
0.87
11.38
2.71
18
1.00
19.80
19.60
20.16
19.96
23.30
23.30
JL-22 TO JL-
28
18
22.0
0.20
0.80
0.40
0.08
0.32
5.0
5.4
7.1
2.31
10.85
3.66
18
0.91
19.80
19.60
20.38
2D.18
23.30
23.30
JL-19 TO JL-
29
28
44.D
0.30
0.60
0.40
0.12
0.24
5.0
5.2
7.2
1.73
7.67
2.96
18
0.45
20.00
19.80
20.51
2D.40
23.80
23.30
JL-24 TO JL-
30
29
34.0
0.30
0.30
0.40
0.12
0.12
5.0
5.0
7.2
0.87
8.73
2.13
18
0.59
20.20
20.00
20.56
2D.52
23.80
23.80
JL-25 TO JL-
Project
File:
Sec4AJL-2.stm
1-0-F
File: wilmington.IDF
Total number
of lines:
30
Run Date:
01.23-2014
NOTES:
Intensity
=
161.20 /
(Tc +26.60)
A 0.90;
Return
period
= 10
Yrs. ;
Initial tailwater
elevation
= 17.03
(11) Total
flows
limited to
Inlet captured
flows.

Hydraflow Hydraulic Grade Line Computations
Page 1
Llne
Size
(in)
Q
(cfs)
Downstream
Invert HGL Depth Area Vel Val EGL Sf
elev elev head elev
(ft) (ft) (ft) (sgft) (ft!s) (ft) (ft) M
Len
(ft)
Upstream
Invert HGL Depth Area Val Vel EGL Sf
elevelev head elev
(ft) (ft) (ft) (sgft) (ftls) (it) (ft) (0/6)
Check
Ave Enrgy
Sf loss
("/6) (ft)
JL
coeN
(K)
MiLor
loss
(ft)
1
36
40.75
15.00
17.03
2.03
5.10
7.98
0.99
18.03
OA94
170
16.00
18.03
2.03"
5.10
7.98
0.99
19.03
0.494
0.494
N/A
0.10
0,10
2
36
38.22
16.00
18.13
2A3
5.38
7.11
0.79
18.92
0.383
22.0
16.20
18.17
1.97"
4.92
7.76
0.94
19.11
0.475
0.429
N/A
0.10
0.09
3
36
24.02
16.20
18.26
2.06
5.19
4.63
0.33
18.60
0.165
104
16.40
18.42
2.02
5.07
4-74
0.35
18.77
0.174
0.170
0.176
0.10
0.03
4
24
13.04
17.00
18.28
1.28'
2.12
6.15
0.59
18.87
0.519
85.0
17.20
18.87
1.67
2.80
4.67
0.34
19.20
0276
0.397
0.338
0.10
0.03
5
24
13.04
17.20
18.90
1.70
2.84
4.58
0.33
19.23
0.267
130
17.50
19.26
1.76
2.92
4.46
0.31
19.57
0.255
0.261
0.340
0.10
0.03
6
18
5.86
18.00
19.29
1.29
1.61
3.63
0.20
10.49
0.246
47.0
18.20
19.38
1.18
1.49
3.94
0.24
19.62
0.289
0.268
0.126
0.10
0.02
7
18
4.70
18.20
19.40
1.20
1.52
3.10
0.15
19.55
0.179
34.0
18.50
19.33
0.83
1.01
4.68
0.34
19.67
0,486
0.332
0.113
0.10
0.03
8
18
2.93
18.50
19.37
0.87
1.06
2.77
0.12
19.49
0.166
45.0
18.60
19.43
0.83
1.01
2.91
0.13
19.56
0,187
0.177
0.080
0.10
0.01
9
18
1.77
18.60
19.45
0.85
1.03
1.73
0.05
19.49
0.065
22.0
18.70
19.45
0.75
0.88
2.02
0.06
19.51
0.098
0.082
0.018
0.10
0.01
10
18
6.60
17.60
19.29
1.50
1.77
3.74
0.22
19.50
0.337
22.0
17.70
19.36
1.50
1.77
3.74
022
19.58
0.337
0.337
0.074
0.10
0.02
11
18
6.03
17.70
19.38
1.50
1.77
3.41
0.18
19.56
0.281
50.0
17.80
19.52
1.50
1.77
3.41
0.18
19.70
0.281
0281
0.140
0.10
0.02
12
18
5.45
17.80
19.54
1.50
1.77
3.08
0.15
19.69
0.229
32.0
17.90
19.62
1.50
1.77
3.08
0.15
19.76
0.229
0.229
0.073
0.10
0.01
13
18
4.87
17.90
19.63
1.50
1.77
2.76
0.12
19.75
0.183
190
18.10
19.98
1.50
1.77
2.76
0.12
20.10
0.183
0.183
0.348
0.10
0.01
14
18
0.76
18.10
19.99
1.50
1.77
0.43
0.00
19.99
0.004
32.0
18.20
19.99
1.50
1.77
0.43
0.00
19.99
0.004
0.004
0.001
0.10
0.00
15
36
24.02
16.40
18.46
2.06
5.17
4.65
0.34
18.79
0.165
138
16.70
18.67
1.97
4.91
4.89
0.37
19.04
0.189
0.177
0.245
0.10
0.04
16
18
2.94
18.00
18.70
0.70
0.81
3.60
0.20
18.91
0.331
20.0
18.20
18.85
0.65"
0.74
3.97
024
1910.
0.430
0.380
N/A
0.10
0.02
17
30
19.31
17.00
18.70
1-70
3.56
5.42
0.46
19.16
0.289
86.0
17.20
18.98
1.78
3.75
5.15
OA1
19.40
0257
0.273
0.235
0.10
0.04
18
30
19.31
17.20
19.02
1.82
3.84
5.03
0.39
19.42
0242
118
17.40
19.34
1.94
4.08
4.73
0.35
19.68
0.211
0.227
0.268
0.10
0.03
19
24
16.42
17.60
19.37
1.77
2.94
5.58
0.48
19.86
0.401
44.0
17.80
19.53
1.73
2.89
5.68
0.50
20.03
0.412
0.407
0.179
0.10
0.05
20
24
15.26
17.80
19.58
1.78
2.96
5.16
0.41
20.00
0.345
34.0
18.00
19.65
1.65
2.77
5.51
0.47
20.12
0.385
0.365
0.124
0.10
0.05
21
24
14.00
18.00
19.69
1.69
2.84
4.93
0.38
20.07
0.309
44.0
18.20
19.79
1.59
2.68
5.21
0.42
20.22
0,344
0.326
0,144
0.10
0.04
Project
File: Sec4A-JL-2.stm
I-D-F
File: wilmington.IDF
Total
number
of lines:
30
Run
Date:
01-23-2014
NOTES:
Initial
taihvater
elevation
= 17.03479
(11) ,
. Critical
depth
assumed.,
" Critical
depth
assumed.

Hydraflow Hydraulic Grade Line Computations
Page 2
Line
Size
(in)
Q
(CIS)
Downstream
Invert HGL Depth Area Vol Val EGL Sf
elev elev head elev
(ft) (ft) (ft) (SQft) (ftls) (ft) (ft) (%_)
Len
(it)
Upstream
Invert HGL Depth Area Val Vol EGL Sf
elev elev head elev
(ft) (ft) (ft) (54ft) (ft/s) (it) (ft) N
Check
Ave Enrgy
Sf loss
(%) (ft)
JL
coeff
(K)
Minor
loss
(ft)
22
24
11.86
18.20
19.84
1.64
2.75
4.31
0.29
20.13
0.235
160
18.40
20.24
1.84
3.02
3.93
0.24
20.48
0.204
0.219
0.351
0.10
0.02
23
24
11.86
18.40
20.26
1.86
3.05
3.89
024
20.50
0.203
172
18.60
20.60
2.00
3.14
3.78
0.22
20.82
0.226
0214
0.369
0.10
0.02
24
24
5.51
18.60
20.62
2.00
3.14
1.75
0.05
20.67
0.051
370
19.00
20.79
1.79
2.97
1.86
0.05
20.84
0.045
0.048
0.176
0.10
0.01
25
18
2.65
19.30
20.79
1.49
1.77
1.50
0.04
20.83
0.052
20.0
19.40
20.80
1.40
1.72
1.54
0.04
20.84
0.047
0.049
0.010
0.10
0.00
26
18
2.48
19.30
20.62
1.32
1.65
1.51
0.04
20.65
0.043
20.0
19.40
20.62
1.22
1.54
1.61
0.04
20.66
0.048
0,046
0.009
0.10
0.00
27
18
0.87
19.60
19.96
0.36'
0.32
2.71
0.11
20.07
0.383
20.0
19.80
20.16
0.36"
0.32
2.71
0.11
2027
0.383
0.383
N/A
0.10
0.01
28
18
2.31
19.60
20.18
0.58'
0.63
3.66
0.21
20.39
0.411
22.0
19.80
20.38
0.58"
0.63
3.66
021
20.59
0A11
0,411
NIA
0.10
0.02
29
18
1.73
19.80
20.40
0.60
0.66
2.62
0.11
20.51
0.203
44.0
20.00
20.51
0.51
0.52
3.31
0.17
20.68
0.386
0.295
0.130
0.10
0,02
30
18
0.87
20.00
20.52
0.52
0.55
1.58
0.04
20.56
0.085
34.0
20.20
20.56
0.36
0.32
2.67
0.11
20.67
0.370
0.228
0.077
0.10
0.01
Project
File: Sec4AJL-2.stm
I-D-F
File: valmington.IDF
I Total
number
of lines:
30
Run
Date: 01-23-2014
NOTES:
Initial
taihvater
elevation
= 17.03479
(ft) ,
• Critical
depth
assumed.,
" Critical
depth
assumed.

Hydraflow Inlet Report
Page 1.
Line
No
Line ID
A
(ac)
Inlet
time
(min)
I
(infhr)
C
Q =
CIA
(cfs)
Q
carry
(cfa)
Q
apt
(cfs)
Q
byp
(cfs)
June
type
Curb Intel
Ht L
(in) (ft)
Grate Inlet
area L W
(sgft) (ft) (ft)
Gutter
So W Sw Sx
(ft/ft) (ft) (ftlft) (ftift)
Flow
depth spread
(ft) (ft)
Byp
line
No
1
JL-1 TO JL-2
1.00
10.0
5.05
0.40
2.02
O.OD
2.02
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.18 .
4.29
Offsite
2
JL-2 TO JL-3
0.40
5.0
5.88
0.40
0.94
0.00
0.94
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.11
2.62
1
3
JL-3 TO MH15
0.00
0.0
0.00
0.00
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
0.000
0.00
0.000
0.000
0.00
0.00
2
4
JL-3 TO MH4
0.00
0.0
O.OD
0.00
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
0.000
0.00
0.000
0.000
0.00
0.00
2
5
MH4 TO JL-5
0.20
5.0
5.88
0.40
0.47
0.00
0.47
0.00
Comb
6.0
3.00
3,09
2.98
1.98
Sag
2.50
0.042
0.021
0.07
1.67
2
6
JL-5 TO JL-6
0.40
5.0
5.88
0.40
0.94
0.00
0.94
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.11
2.62
5
7
JL-6 TO JL-7
0.70
10.0
5.05
0.40
1.41
0.00
1.41
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.14
3.33
6
8
JL-7 TO JL-8
0.40
5.0
5.88
0.40
O.94
0.00
0.94
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.11
2.62
7
9
JL-8 TO JL-9
0.70
10.0
5.05
0.40
1.41
0.00
1,41
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.14
3.33
12
10
JL-5 TO JL-10
0.20
5.0
5.88
0.40
0.47
0.00
0.47
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.07
1.67
1
11
JL-10 TO JL-11
0.20
5.0
6,88
0.40
0.47
0.00
0.47
0.00
Comb
6.0
3.00
3.09
2.93
1.98
Sag
2.50
0.042
0.021
0.07
1.67
10
12
JL-11 TO JL-12
0.20
5.0
5.86
0.40
0.47
0.00
0.47
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.07
1.67
11
13
JL-12 TO JL-13
2.40
30.0
3.23
0.40
3.10
0.00
3.10
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.24
5.71
12
14
JL-13 TO JL-14
0.30
10.0
5.05
0.40
0.61
0.00
0.61
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.08
1.90
11
15
MH15 TO JL-16
0.70
10.0
5.05
0.40
1.41
0.00
1.41
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.14
3.33
2
16
JL-16 TO JL-17
1.30
15.0
4.42
0.40
2.30
0.00
2.30
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
Z50
0.042
0.021
0.20
4.76
1
17
JL-16 TO MH18
0.00
0.0
0.00
0.00
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
0.000
0.00
0.000
0.000
0.00
0.00
15
18
MH18TOJL-19
0.20
5.0
5.88
0.40
0.47
0.00
0.47
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.07
1.67
15
19
JL-19 TO JL-20
0.40
5.0
5.88
0.40
0.94
0.00
0.94
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.11
2.62
18
20
JL-20 TO JL-21
0.50
10.0
5.05
0.40
1.01
0.00
1.01
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.11
2.62
19
21
JL-21 TO JL-22
0.50
10.0
5.05
0.40
1.01
0.00
1.01
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.11
2.62
20
22
JL-22 TO MH27
0.D0
0.0
0.00
0.00
0.00
0.00
0.00
0.00
MH
0.0
0.00
0.00
0.00
0.00
0.000
0.00
0.000
0.000
0.00
0.00
21
Project
File: Seo4A-JL-2.stm
jj
I I-D-F
File: wilmington.IDF
Total
number
of lines:
30
Run Date:
01-23-2014
NOTES:
Inlet N-Values =
0.013 ;
Design
depth for
grate(s)
= 0.3
(ft); Intensity
= 171.32
/ (Inlet time
+ 25,10)
^ 0.99;
Return
pedod
= 2
Yrs. ; *Indicates
Known
Q added

Hydra#low Inlet Report
Page 2
Line
No
Line ID
A
(ac)
Inlet
time
(min)
I
(inlhr)
C
4=
CIA
(cfs)
Q
carry
(cfe)
Q
rapt
(cfs)
Q
byp
(cfs)
Junc
type
Curb Inlet
[it L
(in) (ft)
Grate Inlet
area L W
(sgft) (ft) (ft)
Gutter
So W Sw Sx
(ftfft) (ft) (ftift) (fUft)
Flow
depth spread
(ft) (ft)
Byp
line
No
23
MH27TOJL-28
1.90
20,0
3.94
0.40
2.99
0.00
2.99
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.23
5.48
21
24
JL-28TOJL-30
1.40
20.0
3.94
0.40
2.21
0.00
2.21
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.19
4.52
23
25
JL-30 TO JL-31
1.30
20.0
3.94
0.40
2.05
0.00
2.05
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2,50
0.042
OA21
0.18
4.29
26
26
JL-28 TO JL-29
1.10
15.0
4.42
0.40
1.95
D.00
1.95
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.18
4.29
27
27
JL-22 TO JL-23
0.30
5.0
5.88
0.40
0.71
0.00
0.71
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.09
2.14
30
28
JL-19 TO JL-24
0.20
5.0
5.88
0.40
0.47
D.00
0.47
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.07
1.67
16
29
JL-24 TO JL-25
0.30
5.0
5.88
0.40
0.71
0.00
0.71
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.09
2.14
28
30
JL-25 TO JL-26
0.30
5.0
5.88
0.40
0.71
0.00
0.71
0.00
Comb
6.0
3.00
3.09
2.98
1.98
Sag
2.50
0.042
0.021
0.09
2.14
29
Project
File: Sec4AJL-2.sbn
I-D-F
File: wilmington.IDF
Total
number
of lines:
30
Run Date:
01-23-2014
NOTES:
Inlet N-Values =
0.013 ;
Design
depth for
grate(s)
= 0.3
(ft); Intensity
= 171.32
1 (Inlet time
+ 25.10)
A 0.99;
Return
period
= 2
Yrs. ; '
Indicates
Known
Q added

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
Brunswick Forest Phase 1 Section 4 — SHWT determination - POND No. 34
Field visit: 12-20-13
References:
Soils at the pond site are mapped as Foreston Series loamy fine sands (USDA NRCS National
Cooperative Soil Survey map and Official Series Description attached), moderately well
drained soils with moderately rapid permeability and relatively flat slopes of 0-2%, abutting
the delineated wetlands soils which are mapped as predominantly Dorovan and Pantego
Series mucky loamy, poorly drained with moderately poor permeability and flat slopes.
Observations:
One soil boring was observed as follows (location map and aerial photo attached):
The seasonal high water table is normally evident by observation of redoximorphic
features suggesting past conditions of saturation and reduction, indicated by colors
of chroma 2 or less (Munsell) at greater than 2% of soil volume in mottles or a
distinct horizon subdivision.
There was evidence of redoximorphic features at about 1.95' in the bore at the pond
(No.34) with a distinct chroma and evidence of wetness at that depth. This
observation was in line with the expected depth to seasonal high water in the soil
profile of 2.0 to 3.5' for Foreston Series soils.
Elevation read at the boring for Pond 34 was 18.16 MSL, resulting in a SHWT
elevation of 16.21 MSL (18.16 — 1.95 = 16.21), field notes report and photos in
file).
Summary:
Observed indications of SHWT depth were in line with predicted values.
Pond No.34 SHWT = 16.2 MSL.
•unnarrrr
oRt� cARo(;lk "I
r �EESSI4�
SEA
a 200 7
r'!tl-tit����r`�•, David S. Hollis, PE, PLS
8829-shwt-34.doc
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax 9f0) 343-9941
Business Firm License No. C-0597

Soil Map —Brunswick County, North Carolina
(BForest Ph1 Sec4)
MAP LEGEND
MAP INFORMATION
Area of Interest (A01)
g
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:24,000.
Area of Interest (AOI)
O
Starry Spot
Warning: Soil Map may not be valid at this scale.
soils
Sal Map Unit Polygons
W
Very Starry Spat
Enlargement of beyond the scale of mapping can cause
Wet Spot
de
misunderstandingg of the detail of mapping and accuracy of soil line
of
Soil Map unit Liras
placement. The maps do not show the small areas of contrasting
carer
soils that could have been shown at a more detailed scale.
Soil Map Unit Points
.�
Special Line Features
Special
Point Features
Please rely on the bar scale on each map sheet for map
V
Blowout
Water Features
measurements.
Borrow Pit
IStreams
and Canals
Source of Map: Natural Resouroes Conservation Service
Transportation
Web Soil Survey UR L httplAvebsollsurvey.nres.usda.gov
Clay Spot
Rails
Coordinate System: Web Mercator (EPSG:3857)
0
Closed Depression
..i
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Gravely spot
Major Roads
Albers equal-area conic projection, should be used if more accurate
Landfill
calculations of distance or area are required.
®
Local Roads
A.
Lava Flow
This product is generated from the USDA-NRCS certified data as of
Background
the version date(&) listed below.
�y
Marsh or swamp
■
Aerial Photography
Soil Survey Area: Brunswick County, North Carolina
r�
Mine or Quarry
Survey Area Data: Version 14, Jun 15, 2012
®
Miscellaneous Water
Soil map units are labeled (as space allows) for map scales 1:50,000
0
Perennial Water
or larger.
V
Rock Outcrop
Date(s)aedal Images were photographed: Mar7,2010—Apr3,
2011
Saline Spot
The orthophoto or other base map on which the soil lines were
Sandy Spot
compiled and digitized probably differs from the background
®
Severely Eroded Spot
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident
®
Sinkhole
Slide or Slip
Sodic Spot
USDA Natural Resources
�rii Conservation Sery ice
Web Soil Survey
National Cooperative Soil Survey
1/1312014
Page 2 of 3

Soil Map —Brunswick County, Nodh Carelm
Map Unit Legend
BForest Phi sec';
Brunswick County, North Carolina (NCO191
Mapunn Symeol
Map Unit N.M.
Acres In A01
Pemernof A01
CO
Oorovan muck
75
7.6%
Fo
Foreslon loamy the sand
24.3
247%
Lo
Lconfnesand
49.6
5D.3%
Me
Maidadnfreeend
1.3
1.4%
Mu
Munrille mucky fine sand
8.8
6.9%
Pn
Pentego mucky loam
3.0
3.1%
Re
Reins Me vntly loan
6.0
8.1%
We
Woadugton fine 6antly loam
0.0
D.0%
Totals for Arm of Interest
98.6
100.0%
users Natural Resources Web Soilsumey 1113MI4
ii Conservatlon Service Ndonal Coopetativc Soil&wey Page 3of3

Official Series Description - FORESTON Series
Page 1 of 4
LOCATION FORESTON SC+NC
Established Series
Rev. MHC
05/2008
FORESTON SERIES
The Foreston series consists of moderately well drained, moderately rapidly permeable soils that
formed in marine sediment. These soils are on high ridges and slight rises within broad flat
interstream divides of the Coastal Plain. Slopes range from 0 to 2 percent.
TAXONOMIC CLASS: Coarse -loamy, siliceous, semiactive, thermic Aquic Paleudults
TYPICAL PEDON: Foreston fine sand --forested. (Colors are for moist soil.)
A--O to 6 inches; very dark gray (10YR 3/1) fine sand; single grain; loose; many fine roots and few
medium roots; many clean sand grains; very strongly acid; abrupt wavy boundary. (4 to 9 inches
thick)
E--6 to 12 inches; very pale brown (1 OYR 7/3) fine sand; few fine faint brownish yellow (1 OYR 6/6)
soft masses of oxidized iron; single grain; loose common fine and few medium roots; common clean
sand grains; few worm casts; moderately acid; clear boundary. (0 to 12 inches thick)
BE--12 to 17 inches; brownish yellow (1 OYR 6/6) loamy fine sand; few fine faint very pale brown
(1 OYR 7/3) iron depletions; weak medium subangular blocky structure; very friable; few fine and
medium roots; few clean sand grains; few very fine pores; moderately acid; clear smooth boundary. (0
to 7 inches thick)
Bt1--17 to 26 inches; brownish yellow (10YR 6/6) fine sandy loam; common coarse faint brownish
yellow (10YR 6/8) and few fine prominent yellowish red (5YR 516) soft masses of oxidized iron;
weak medium subangular blocky structure; very friable; few fine and medium roots; common very
fine to fine pores; few clean sand grains; few strong brown nodules that crush with little pressure;
strongly acid; clear smooth boundary.
Bt2--26 to 33 inches; brownish yellow (1 OYR 6/6) fine sandy loam; few medium distinct light gray
(1 OYR 7/2) iron depletions and few fine prominent yellowish red (5YR 5/6) soft masses of oxidized
iron; weak coarse subangular blocky structure; friable; few fine and medium roots; common fine
pores; few lenses of white (1 OYR 8/1) clean sand grains; strongly acid; clear smooth boundary. (13t is
12 to 40 inches thick)
BE'--33 to 40 inches; light yellowish brown (10YR 6/4) loamy fine sand; common medium faint light
gray (1 OYR 7/2) iron depletions and few fine prominent yellowish red (5YR 5/6) soft masses of
oxidized iron; weak coarse subangular blocky structure to massive; very friable; few fine roots; few
fine pores; few fine lenses of white (1 OYR 8/1) clean sand grains; strongly acid; gradual wavy
boundary. (0 to 10 inches thick)
Hanover Des+gn Service
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Wilmington, NC 284W
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Official Series Description - r'OXES"t'ON Series
Page 2 of 4
E'--40 to 51 inches; light gray (10YR 7/2) clean fine sand about 38 percent, light gray (1 OYR 7/l)
clean sand about 31 percent, and very pale brown (l OYR 7/3) coated sand about 30 percent. These
colors occur as large pockets and vertical streaks with few fine distinct strong brown (7.5YR 5/8) soft
masses of oxidized iron within the streaks and pockets; few lenses and streaks of white (1 OYR 8/1)
clean sand grains; single grain; very friable; few fine roots; few fine pores; strongly acid; gradual
wavy boundary. (3 to 15 inches thick)
B't--51 to 61 inches; mottled brownish yellow (10YR 6/6), gray (1 OYR 611) and yellowish red (5YR
5/6) fine sandy loam; weak coarse subangular blocky structure; friable; slightly brittle in the brownish
yellow part; few fine roots; common fine pores; strongly acid; gradual wavy boundary. (5 to 15 inches
thick)
Btg--61 to 85 inches; gray (1 OYR 6/1) fine sandy loam; common medium distinct brownish yellow
(1 OYR 6/6) and few fine prominent yellowish red (5YR 5/6) soft masses of oxidized iron; weak
coarse prismatic structure; friable; few fine roots; few fine pores; strongly acid, gradual wavy
boundary. (0 to more than 20 inches thick)
C--85 to 90 inches; mottled light gray (10YR 7/1) and very pale brown (10YR 7/3) loamy fine sand;
massive; very friable; very strongly acid.
TYPE LOCATION: Williamsburg County, South Carolina; 4.6 miles southeast on South Carolina
Highway 512 from the intersection of U.S. Highway 52 in Cordes, South Carolina; 0.1 mile southwest
on South Carolina Secondary Highway 159; 0.2 mile south on field road; 33 feet northeast of road.
RANGE IN CHARACTERISTICS: Reaction is very strongly acid to slightly acid in the A and E
horizon and very strongly acid or strongly acid in the Bt horizon.
The A or Ap horizon has hue of 1 OYR or 2.5Y, value of 3 or 4, and chroma of 1 or 2. It is sand, fine
sand, loamy sand or loamy fine sand.
The E and E' horizons have hue of 1 OYR or 2.5Y, value of 5 to 7, and chroma of 1 to 4. Redox
features of higher chroma are present in some pedons. In some pedons the E' horizon is discontinuous
and is mottled. It is sand, fine sand, loamy sand, or loamy fine sand.
The upper Bt horizon has hue of 7.5YR to 2.5Y, value of 5 or 6, and chroma of 4 to 6. Redox features
in shades of red, yellow, and brown are present in some pedons and gray iron depletions are within 30
inches of the surface. It is sandy loam or fine sandy loam with less than 20 percent silt. Some pedons
have a thin subhorizon that is sandy clay loam. Many pedons contain lenses and pockets of clean
sand. Some pedons have a few nodules of plinthite.
The B't horizon has hue of 7.5YR to 2.5Y, value of 4 to 7, and chroma of 1 to 8. It has few to many
redox features in shades of red, yellow, brown, and gray or it is mottled. It is sandy loam, fine sandy
loam or sandy clay loam.
The C horizon has hue of 7.5YR to 2.5Y, value of 4 through 8, and chroma of 1 through 8 or it is
mottled without a dominant matrix color. It is fine sand, sand, loamy fine sandy, fine sandy loam,
sandy clay loam, sandy loam, or sandy clay and in some pedons it is stratified with these textures.
COMPETING SERIES: (This section has not been reviewed; 4/8/98) These are the Dallardsville
and Harleston series in the same family and the Drasston, Johns. Nansemond, Olanta, Pactolus
Rumford Sequatche, and Whitwell series in similar families. Dallardsville soils have tongues of albie
'move, Design Services
1123 Fbraj Kwy,
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Utticial Mertes Lescnpnon - FUMS'l UN Senes
Page 3 of 4
material in the B horizon. HarIeston soils contain more than 20 percent silt in the particle -size control
section. Dragston are aquults. Johns and Whitwell soils are fine loamy. Nansemond soils do not have
secondary Bt horizons within 60 inches. Olanta, Rumford, and Sequatchie soils do not have mottles of
chroma 2 or less within 24 inches of the top of the argillic horizon. Pactolus soils are sandy
throughout.
GEOGRAPHIC SETTING: Foreston soils are on nearly level slopes in the Coastal Plain. The soil
formed in loamy marine sediments. Near the type location the mean annual temperature is 64 degrees
F., the average annual rainfall is 48 inches, and the frost -free season is about 228 days.
GEOGRAPHICALLY ASSOCIATED SO1LS:'Ihese are the Autrvville, Bonneau, Chisolm,
Dothan, FuQuay Goldsboro, Kalmia, Leon, Lynchburg, Lvtm Haven, Norfolk, Ocilla, Paxville, Rains,
Rutlege, and Wagrain soils. The Autryville, Bonneau, Chisolm, Dothan, Fuquay, Norfolk, and
Wagram soils are in slightly higher positions on the landscape and are better drained. In addition,
these soils, except for Dothan and Norfolk, are arenic. They all have fine-loamy,Bt horizons. The
Goldsboro soils are in a similar position on the landscape, but they are fine -loamy. Lynchburg, Ocilla,
Paxville and Rains soils are in slightly lower positions on the landscape and are more poorly drained
and have fmc-loamy Bt horizons. Leon, Lynn Haven and Rutlege soils are in the lowest position on
the landscape, are more poorly drained, and are sandy throughout.
DRAINAGE AND PERMEABILITY: Moderately well drained. Surface runoff is slow.
Permeability is moderately rapid.
USE AND VEGETATION: Most areas of these soils have been cleared and are cropped to com,
cotton, tobacco, soybeans, and hay crops. Vegetation of forested areas include various species of pine
with mixed hardwoods.
DISTRIBUTION AND EXTENT: Coastal Plains of Alabama, Georgia, Florida, North Carolina,
South Carolina, and Virginia. These soils are of moderate extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED- Clarendon County, South Carolina; 1972.
REMARKS: Diagnostic horizons recognized in this pedon are:
Ochrie epipedon--from 0 to 6 inches.
Albic horizon --from 6 to 12 inches and from 40 to 51 inches.
Argillic horizon --from 17 to 26 inches and from 51 to 85 inches.
ADDITIONAL DATA: None.
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Preci.p Elevation
SCO044 FORESTON 0- 2 62- 66 230-260 42- 50 40- 170
SOI-5 FloodL FloodH Watertable Kind Months Bedrock Hardness
SCO044 NONE 2.0-3.5 APPARENT DEC -APR 60-60
S02-5 Depth Texture 3-Inch No-10 Clay% -CEC-
SCO044 0-12 S FS
0- 0 100-100 2- 8 1- 3
Hanover Dftgn Services
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Wilmington, NC 28403
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orllcial Jeries lleSCnption - P OF t Z5 I UN Jenes
rage 4 or 4
SCO044
0-12
LS LFS
0- 0
100-100
5-12
1- 4
SCO044
12-40
SL ESL
0- 0
100-100
10-18
2- 4
SCO044
40-51
LFS LS FS
0- 0
100-100
4-12
1- 2
SCO044
51-85
SL SCL
0- 0
100-100
10-35
2- 5
SOI-5
Depth
-pH-
O.M.
Salin
Permeab
Shnk-Swll
S00044
0-12
4.5- 6.5
.5-2.
0-
0
6.0-
20 LOW
SCO044
0-12
4.5- 6.5
.5-2.
0-
0
6.0-
20 LOW
SCO044
12-40
4.5- 6.0
.5-1.
0-
0
2.0-
6.0 LOW
SCO044
40-51
4.5- 6.0
0.-.5
0-
0
6.0-
20 LOW
SCO044
51-85
4.5- 6.0
0.-.5
0-
0
0.6-
2.0 LOW
National Cooperative Soil Survey
U.S.A.
Hanover DeWn Services
1123 Floral Pkwy.
WIImtVon, NO 28403
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Brunswick County —Register of Deed --
Robert J. Robinson
09/26/2003 Inst 11179028 Book 1833Page 180'`
09/2G/2003 02c36:01pt RL" (a336Y
$28,000.00 14 r
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CASH -- By i�QT2 0
se Tax Recording Time, Book and I
NORTH CAROLINA SPECIAL WARRANTY DEED
Tax Lot No. Parcel Identifier No.
Verified by
County on the_ day of ,2003, by
Mail after recording to Funston Land & Timber, LLC, P.O. Box 100, W innabow, NC 28479
This insrmrne ti was prepared by: International Paper Realty Corporation
Brief description for the Index
4,854.64 acres, more or less, Brunswick County, North Carolina
THIS DEED made this `c)G4Tay cf September, 2003, by and between:
GRANTOR
International Paper Realty Corporation,
a Delaware corporation
3 Paragon Drive
Montvale, NJ 07645
GRANTEE
Funston Land & Timber, LLC,
a North Carolina limited liability company
P. O. Box 100
Winnabow, NC 28479
Enter In appropriate block for race party: name, 9"mk ana, if approprhte cho cter orcouty, e9.,o,poraaun or pntaenhly.
SAGmups\IPLegal-188W stiwr SALES20031FmstonOnonTrecnDeed.dm
-I-
ri
rMAR 0 3 20%
BY: --

Snst 0 199028 Book 1833Page: 182
commitment with respect to Grantee's purchase of the Property from Grantor.
11. Mechanics', materialmen's warehousemen's and similar liens attaching by operation of law, incurred in
the ordinary course of business and securing payments not yet delinquent or payments that are being
contested in good faith.
12. Any interests created by or limitations on use imposed by the Federal Coastal Zone Management Act or
other Federal law and regulations or by comparable North Carolina statutes or any regulations
promulgated pursuant to said such Federal or state laws.
All ad valorem taxes for the current year have been prorated by and between Grantor and Grantee as of the
date of delivery of this Deed. Grantor agrees to pay all ad valorem taxes for 20,02 and Grantee, by Grantee's
acceptance hereof, assumes and agrees to pay all ad valorem taxes for years subsequent to 2002.
THE PROPERTY IS CONVEYED BY GRANTOR AND ACCEPTED BY GRANTEE "AS IS AND
WITH ALL FAULTS" AND, OTHER THAN THE WARRANTY OF TITLE HEREIN MADE, GRANTOR
MAKES NO REPRESENTATIONS OR WARRANTIES WHATSOEVER, WHETHER EXPRESSED,
IMPLIED OR STATUTORY, WITH RESPECT TO THE PROPERTY. GRANTEE, BY GRANTEE'S
ACCEPTANCE HEREOF, AGREES THAT GRANTEE IS NOT RELYING ON ANY WARRANTY OR
REPRESENTA TIONOF GRANTOR OR OFANYA GENT, EMPLOYEE, REPRESENTATIVE, DIRECTOR
OR OFFICER OF GRANTOR WITH RESPECT TO THE PROPERTY, AND THAT GRANTEE IS
ACQUIRING THE PROPERTY "AS IS AND WITH ALL FAULTS"AND WITHOUT ANY EXPRESSED,
IMPLIED OR STATUTORY WARRANTIES OF ANY KIND INCLUDING, WITHOUT LIMITATION,
WARRANTIES AS TO THE CONDITION OF THE PROPERTY, HABITABILITY, TENANTABILITY,
FITNESS FOR A PARTICULAR PURPOSE, MERCHANTABILITY OR THE ENVIRONMENTAL
CONDITION OF THE PROPERTY, EXISTENCE OR NON-EXISTENCE OFACCESS TO OR FROM THE
PROPERTY OR ANY PORTION THEREOF, AND THE PRESENCE OF OR CONTAMINATION BY
HAZARDOUS SUBSTANCES THEREON, IFANY, AND GRANTOR HEREBY EXPRESSLYDISCLAIMS
ANY SUCH WARRANTIES. GRANTEE HAS DETERMINED (n THE PHYSICAL CONDITION OF THE
PROPERTY AND THAT THERE IS NO DEFECT OR CONDITION THEREON WHICH IS
UNACCEPTABLE TO GRANTEE, (II) WHETHER ANY PORTION OF THE PROPERTY LIES IN ANY
FLOOD PLAIN, FLOODWAY OR ANY SPECIAL FLOOD HAZARD AREA, (Hp WHETHER ANY
GEOLOGICAL FAULT OR UNSATISFACTORYSOIL CONDITIONEXISTS ONANYPORTIONOF THE
PROPERTY, AND (IV) THAT ALL ENVIRONMENTAL CONDITIONS RELATING TO THE PROPERTY
ARE ACCEPTABLE TO GRANTEE.
[Remainder ofpage intentionally left blank]
S.\GmupsUPLegal-1881dstiver'SALFS2003 V wutonononTmctlDeed.doc
-3-

Inst If 179028 Hook 1833Page: 183
IN WITNESS WHEREOF, the Orvrtor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by
authority of its Board of Directors, the day and year first above written.
INTERNATIO AL PER REALTY CORPORATION
'
/ f�a
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v (SEAL)
L. H. Ronnie, Jr.
7
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lov "Nk',l� °4.Qfl'Md� J
Deborah S. Stivers
Assistant Secretary
SEAL - STAMP Bergen County, New Jersey,
I, a Notary Public of the County and State aforesaid, certify that L. H. RONNIE, JR., personally came before
me this day and acknowledged that he is PRESIDENT of INTERNATIONAL PAPER REALTY CO
a Delaware corporation, and that by authority duly given and as the act of the corporation, the to
was signed in its name by its PRESIDENT, scaled with its corporate seal and ttested by De 6rS• ,
Assistant Secretary. Witness my hand and official stamp or seal, this day of Sep .,t) d It.
My commission expires GllST Ids b10Nl�8t
STATE OF NORTH CAROLINA '
COUNTY OF BRUNSWICK MINNIE L GREEN
The Foregoing (or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be Correct. 26th
This Instmment was filed for Registration on this
in the Book and page shown on the First Page hereof.
Iva
Day of September 1 2003
I eop
ROhEItT J. RO fN N, Reguter u eed�
S:\Groups\IPLegal-188\dstiver\SALES2003\FumtonOrtori Fnct\Oeed.doc
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SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS FOR
BRUNSWICK FOREST RESIDENTIAL PROPERTY
ANNEXING REAL PROPERTY
Prepared by: MURCHISON, TAYLOR, & GIBSON, PLLC
16 North Fifth Avenue, Wilmington, NC 28401
NORTH CAROLINA
BRUNSWICK COUNTY
This SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRUNSWICK FOREST
RESIDENTIAL PROPERTY ANNEXING REAL PROPERTY ("Supplemental Declaration") is
made as ofthis-4 day of rvo: g014, by FUNSTON LAND & TIMBER, LLC, a limited
liability company organized and a fisting under the laws of the state of North Carolina
("DECLARANT").
WITNESSETH:
WHEREAS, the DECLARANT heretofore executed that certain Master
Declaration of Covenants, Conditions, and Restrictions for Brunswick Forest Residential
Property and caused the same to be recorded in Book 2359, Page 362 in the Brunswick County
Registry (as the same may be amended and/or supplemented, the "Declaration");
WHEREAS, in Section 9.1 of the Declaration, the DECLARANT reserved the right
to annex additional properties to the Declaration by recording a Supplemental Declaration;
WHEREAS, the DECLARANT desires additional property designated as
WHEREAS, the DECLARANT desires additional property designated as Lots I Thru 96, Phase
1, Section 4 of Brunswick Forest (also known as "Walden ❑ at Brunswick Forest") to be
annexed to and made subject to the Declaration; ,
84993.9- DWQ
=4-0=b V ~
MAR 0 3 2014
BY:

WHEREAS, in Section 10.11 Section 10.12 and Section 19.1 of the Declaration,
the DECLARANT reserved the right to amend the Declaration and subject the Property to
additional stormwater restrictions;
WHEREAS, the DECLARANT desires to amend the Declaration to clarify the
maximum built upon area, including impervious surfaces, applicable to the property being
annexed hereunder;
NOW THEREFORE, in accordance with its rights under Section 9.1, Section
10 111, Section 10.12 and Section 19.1 of the Declaration, the DECLARANT does hereby amend
the Declaration as follows:
A. DECLARANT hereby subjects all of the property described in Exhibit A, attached
hereto and incorporated herein by reference ("the Property"), to the provisions of the Declaration
and annexes such real property into Brunswick Forest Residential Property.
B. As to Lots 21-39 and 68-89, Phase 1, Section 4, Brunswick Forest, DECLARANT
hereby supplements Section 10.12(a) of the Declaration to apply as follows:
"10.12. Site Coverage and Stormwater Runoff Rules.
(a) The following restrictions in this Paragraph 10.12(a) shall apply only to Lots 21-
39 and 68-89, Phase 1, Section 4, Brunswick Forest as said property is included in the property
described in Exhibit A, attached to this Supplemental Declaration and incorporated herein by
reference.
(1) The covenants in this Paragraph 10.12(a) are intended to ensure ongoing
compliance with state stormwater management Permit Number SW8 050927 MOD as
amended, as issued by the Division of Water Quality under NCAC 2H.1000 and any
subsequently issued permits or modifications thereof (the "Permit") and may not be changed or
deleted without the consent of the State of North Carolina, Division of Water Quality, or its
successor agency.
(2) The State of North Carolina is made a beneficiary of the covenants
contained in this Paragraph 10.12(a) to the extent necessary to maintain compliance with the
Permit.
(3) These covenants are to run with the land and be binding on all persons and
parties claiming under them.
(4) Alteration of the drainage as provided in the Permit may not take place
without the concurrence of the Division of Water Quality, or its successor agency.
84E93.9. DWQ

(5) The maximum allowable built -upon area per Lot, in square feet, is as
listed below for those lots in Brunswick Forest, Phase 1, Section 4:
Phase #
Section #
Lot #
I Max BUFltl
1
4
21-39
6,000 s .
1
4
68-89
6,000 s . t.
These allotted amounts include any built -upon area constructed within the Lot property
boundaries and that portion of the right-of-way between the front lot lines 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.
(6) All runoff from the built -upon areas on a Lot must drain into the permitted
stormwater system: This may be accomplished through providing roof drain gutters, which drain
to the street, grading the lot to drain toward the street, or grading perimeter swales directing them
into the pond or street. Lots that naturally drain into the stornwater system are not required to
provide these additional measures."
C. As to Lots 1 — 20, Lots 40 — 67 and Lots 90 - 96, Phase 1, Section 4, Brunswick
Forest, DECLARANT hereby supplements Section 10.12(a) of the Declaration to apply as
follows:
"10.12. Site Coverage and Stormwater Runoff Rules.
(a) The following restrictions in this Paragraph 10.12(a) shall apply only to Lots I —
20, Lots 40 — 67 and Lots 90 - 96, Phase 1, Section 4, Brunswick Forest as said property is
included in the property described in Exhibit A, attached to this Supplemental Declaration and
incorporated herein by reference.
(1) The covenants in this Paragraph 10.12(a) are intended to ensure ongoing
compliance with state stormwater management Permit Number SW8 as
amended, as issued by the Division of Water Quality under NCAC 2H.1000 and any
subsequently issued permits or modifications thereof (the "Permit") and may not be changed or
deleted without the consent of the State of North Carolina, Division of Water Quality, or its
successor agency.
(2) The State of North Carolina is made a beneficiary of the covenants
contained in this Paragraph 10.12(a) to the extent necessary to maintain compliance with the
Permit.
(3) These covenants are to run with the land and be binding on all persons and
parties claiming under them.
84893.9- DWQ 3

(4) Alteration of the drainage as provided in the Permit may not take place
without the concurrence of the Division of Water Quality, or its successor agency.
(5) The maximum allowable built -upon area per Lot, in square feet, is as
listed below for those lots in Brunswick Forest, Phase 1, Section 4:
Phase #
Section #
Lot #
Max BUA
1
4
1- 20
6,000 s . ft.
1
4
40 - 67
6,000 s . ft.
1
4
90 - 96
6,000 s . ft.
These allotted amounts include any built -upon area constructed within the Lot property
boundaries and that portion of the right-of-way between the front lot lines 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.
(6) All runoff from the built -upon areas on a Lot must drain into the permitted
stormwater system. This may be accomplished through providing roof drain gutters, which drain
to the street, grading the lot to drain toward the street, or grading perimeter swales directing them
into the pond or street. Lots that naturally drain into the stormwater system are not required to
provide these additional measures."
D. DECLARANT hereby declares that the Property shall be held, sold, and conveyed
subject to the Declaration, as amended by this Supplemental Declaration, which covenants shall
run with title to the Property and shall be binding on all parties having any right, title, or interest
in the described Property or any part thereof, and shall inure to the benefit of each owner thereof.
84897.9- DWQ

EXCEPT AS AMENDED AND SUPPLEMENTED HERETOFORE AND HEREIN, the
Declaration shall be and remain in full force and effect.
FUNSTON LAND &
a North Carolina lirpd,
By:
Name:
Its:
STATE OF NORTH CAROLINA
COUNTY OF �C k
(County wh= acknowledgment �kat)
_1 I,t�2 M1Jx4 �.Sf2 Q a Notary Public for
C�J1� k4 County, forth Carolina, do hereby certify that Allen Jeff -son
Earo,
Manager of FUNSTON LAND & TIMBER, LLC, a North Carolina limited liability company,
personally appeared before me this day and acknowledged the due execution of the foregoing
instrument on behalf of said company.
Witness my hand and official seal this the ZL4 day of 2014.
Not y Public
My Commission Expires:
g-11-2u is 0'f L
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84993.9- D WQ

EXHIBIT A
BEING all of those certain tracts or parcels of land lying and being in Town of Leland,
Townereek Township, Brunswick County, North Carolina, and being more particularly described
as follows:
All of that property shown on the plat entitled "Plat of Brunswick Forest, Phase I,
Section 4, Lots 1 Thru 96" which plat is recorded in Map Cabinet _ at Pages
of the Brunswick County Registry, reference to said plat is hereby
made for a more particular description.
At Lct,+.er d.a+-E
84897.9- nWQ

1
t
i Lot 1 -----1
1 Lot 2 1
L----- 1
L----- A
-----+
1 1
i Lot 5
1
_
l_----j
1
1 Lot 4 1
L— — — — — a
1,500sf building/lot BUA
1 1
Lot 3 1
1
L— — — — — A
SW8 050927's Project Area
Pond Ns DA 2,102sf road
Onsite (will drain to onsite pond)
Offsite (will drain to offsite pond)
Onsite (will drain to onsite pond)
Offsite (will drain to offsite pond)
2,500sf building/lot BUA
a +
1
7 Lot 8 Lot 9 1
N.----- -----'
1
1
1
1 Lot 6
Lot 10 1
L-----
-----'
Pond B
SW8 140305's Project Area
Pond B's DA
1
of 15 1 1
'Lot 14
iLot 13
1
ot11�
iLot 12
L — — — I
SW8 060226's Project Area
Pond C's DA
Drainage Area
[Aroo incida hamrina/riictnnra linac not RIIAI
SW8 050927
SW8140305
SW8 060226
30.00
25.00
15.0
0.00
4.00
0.00
SW8 050927
SW8140305
SW8 060226
1,306,800
1,089,000
653,400
0
174,240
0
Ic
Ic
;f
;f

w]OWN
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x Soil Map —Brunswick County, North Carolina a
N (BPorest Pht Sec4) b
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A 0
e �� 400 eae >�
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ISD� Natural Resources Web Soil Survey 1/13/2014
Conservation Service National Cooperative Soil Survey Page 1 of 3
W WWN

Wilmington, NC 28403
NV
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