SW8970104_Historical File_19990324

March 24, 1999 Yk 9,Y\' Y\ \ l9
Mr. Chris Stephens, President
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406
Subject: Permit No. SW8 970104 Modification
Magnolia Greens
High Density Subdivision Stormwater Project
Brunswick County
Dear Mr. Stephens:
The Wilmington Regional Office received a modification to the Stormwater Management Permit Application for
Magnolia Greens on October 27, 1998, with final information on January 25, 1999. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 970104 Modification, dated March 24, 1999, for the
construction of the project, Magnolia Greens.
This permit shall be effective from the date of issuance until March 24, 2009, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this
permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system will
result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in
the form of a written petition, conforming to Chapter 1.50B of the North Carolina General- Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAAPERMIT\970104.MAR
cc: Greg Hetzler, P.E.
Delaney Aycock, Brunswick County Inspections
Linda Lewis
Wilmington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW8 970104 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Landmark Developers, Inc.
Magnolia Greens
Brunswick County
Ia1 ` ,1_
construction, operation and maintenance of 3 detention ponds and a curb outlet system in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on file with and
approved by the Division of IYater Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 24, 2009 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on
page 3 of this permit, the Project Data Sheet. The subdivision is permitted for 364 lots. The built -upon
area for each lot has been restricted as follows: 288 lots @4,000 ft2 in Sections 1-9 and 76 lots @3,500
ftZ in Sections 10 and 11. Additionally, the multi -family area units are restricted to 1,200 square feet
each.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
DIVISION OF WATER QUALITY
2

State Stormwater Management Systems
Permit No. SW8 970104 Modification
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, ft2:
288 @4,000 ft2 and 76 @3,500 ft2
Roads/Parking, ft2
Sidewalk, ft2
Maintenance Building
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
i[OLT's
Magnolia Greens
SW8 970104 Modification
Brunswick County
Mr. Chris Stephens, President
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406
October 27, 1998 (Modification received)
Jackey's Creek and Sturgeon Creek
POND 1 POND 3 POND 5
7 7.5 7.5
18 26 17
1,281,056 189,993 366,850
845,048 18,256 209,299
342,125 84,942 119,920
93,883 incl. in road 28,919
---- ---- 8,712
none, per Engineer
53,608 5,148 9,864
83,975 6,497 11,137
119,402 17,059 32,269
159,553 21,359 32,334
19.9 28.6 19.4
Controlling Orifice: 2 each @3 "_ 211_ 211_ pipe
4. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales)
shown on the approved plans as part of the stormwater management system without submitting a
3

State Stormwater Management Systems
Permit No. SW8 970104 Modification
revision to the permit and receiving approval from the Division.
5. The uncollected portions of the low density subdivision are served by a Curb Outlet System. The swales
are generally located between lots, and must be maintained with a stable, vegetated 5:1 sideslope, be a
minimum of 100' long, have a longitudinal slope of 5% or less, and be able to carry the peak flow from a
10 year storm in a non -erosive manner.
6. The permittee is responsible for verifying that the proposed built -upon area does not exceed the
allowable built -upon area. Once the lot transfer is complete, the built -upon area may not be revised
without approval from the Division of Water Quality, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner.
7. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision or sale of the project area, in part or in whole.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
8. 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.
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
3. The permittee grants permission to DENR Staff to enter the property for the purposes of inspecting the
project for compliance with the conditions of this permit.
4. 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.
5. Decorative spray fountains will not be allowed in the ponds.
6. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
0

State Stormwater Management Systems
Permit No. SW8 970104 Modification
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
7. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
8. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area per lot to
the amount as shown on the Project Data Sheet, per Section I, Part 2. The recorded statements must
follow the form:
a. "The maximum built -upon area per lot in Sections 1-9 (288 lots) is 4,000 ft2 and in Sections 10
and 11, (76 lots), the built -upon area per lot is limited to 3,500 ft2 square feet, inclusive of that
portion of the right-of-way between the lot line and the edge of pavement, structures, pavement,
walkways of brick, stone, or slate, but not including open wood decking or the water surface of
swimming pools."
b. "The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the State."
C. "Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State."
d. "No one may pipe, fill in or alter the designated curb outlet swales."
e. "All runoff from the impervious surfaces of the clubhouse area, including parking lots, roads,
and building, must drain into Pond #3 of the permitted system. This may be accomplished
through providing roof drain gutters which drain to the street, grading the lot to drain toward the
pond, or grading perimeter swales and directing them into the pond or street."
9. This permit shall become voidable unless the facilities are constructed in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting data.
10. Prior to transfer of ownership, the pond must be inspected by DWQ personnel, and determined to be in
compliance with all permit conditions. Records of maintenance activities will be required.
11. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat. The recorded copy must be signed by the Permittee, dated, stamped with the deed
book number and page, and bear the stamp/signature of the Register of Deeds.
12. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
5

State Stormwater Management Systems
Permit No. SW8 970104 Modification
minimum of ten years from the date of the completion of construction.
III. GENERAL CONDITIONS
This permit is not transferable. In the Event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a "Name/Ownership Change Form" must be submitted to the
Division of Water Quality accompanied by appropriate documentation from the parties involved, such as
a copy of the deed of trust. Other supporting materials, such as a signed Operation and Maintenance plan
in the case of engineered systems, will also be required. The project must be in good standing with
DWQ. The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facilities during normal business hours.
Permit issued this the 24th day of March, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970,104 Modification
Magnolia Greens
Stormwater Permit No. SW8 970104 Modification
Brunswick County
Engineer's Certification
C�

State Stormwater Management Systems
Permit No. SW8 970104 Modification
I, , as a duly registered Professional Engineer 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.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
►` W.M
7

Permit No. 9
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Divisiort of Water,Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low destiny projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Magnolia Greens Sections N
Contact Person: Greg Hetzler, McKim & Creed Phone Number: _ [phone]
Number of Lots: 21
Square Feet Per Lot*: 4,000 SF/Lot
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot.
H. BUILT UPON AREA
See the Stormwater Management Permit Application Attachment A for specific language that must be recorded
in the deed restrictions for all low density projects.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways..
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots is the total number of lots in the subdivision.
• BUA/Lot is the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Calculation:
(SA x DF) - RA - OA = BUA
No. Lots Lot
(423,026 SF x 0.30) - 19,706 SF - 5,183 SF = 4858 SF
21 Lot
--> Say 4000 SF/Lot
Form: SWU-104 Rev 1/August 1998 Page 1 of 2

III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent in the Stormwater Management
Permit Application Forma the agent may initial below.
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language shall be recorded as a restrictive covenant. A copy of the recorded
document shall be provided by DWQ within 30 days of platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low destiny requirements within the ORW AEC (if applicable). [15A
NCAC 2H .1007(2)(b)]
Form: SWU-104 Rev 1/August 1998 Page 2 of 2

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44 �MCKIN4&
January 20, 1999
M&C 03830040.0W (40)
Ms. Linda Lewis
Environmental Engineer
Wilmington Division
NC DENR Division of Water Resources
127 Cardinal Drive
Wilmington, NC 28405
RE: Stormwater Project No. SW8 9070104
Magnolia Greens Section N Master Plan Revision
Dear Linda:
Please find enclosed for your approval, additional information for the referenced project
application as requested in your letter dated January 7, 1999. This submittal includes the
following:
• Original signed application form
• Revised detail sheet dated 1/19, 1999
The responses to your comments are as follows:
The application enclosed has an original signature
2. As a modification to the original permit, we have revised the application to include data
for ponds 1 and 3 as previously permitted in addition to pond 5. Please note that some
changes were included to benefit the application data.
a) Based on your request, we have totaled the pond 5 impervious areas as all "new
Impervious" for this application in lieu of dividing the values up between
previously permitted pond 5 and "new added" area to pond 5.
b) The project information for pond 1 data is as summarized in the permit summary.
c) The Project Information data for pond 3 had the correct total for impervious
areas though the values listed did not sum up to the total value. The revised
application lists the proper proportions to total up to the 189,993 sf sum.
L�
Q:1038310040101209g h 7 Itr. dao
243 N. FRONT ST., WILMINGTON, NORTH CAROLINA 28401
TEL [phone] FAX [phone] www.mckimcreed.com

Ms. Linda Lewis
January 20, 1999
Page 2
3. No response required, thank you.
4. A review of the detail sheet yielded the fact that the over flow elevation listed on the
outlook structure section was incorrect. This value is listed at 19.4 ft now, as it was
presented elsewhere on the plans and in the calculations.
Please call should you have any questions concerning this submittal. Your cooperation is
appreciated.
Sincerely,
McKI REEZENE;S A.regory J. etz,
Project nager
cc: Margaret Gray, Landmark Development Co.
Q:1038310040101209gh 11tr.doc
v MCIOW&=D

r
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hun°,, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
January 7, 1999
Mr. Greg Hetzler, P.E.
McKim and Creed
243 N. Front Street
Wilmington, NC 28401
NCDEN
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970104 Modification
Magnolia Greens Master Plan Revision (Section N)
Brunswick County
Dear Mr. Hetzler:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Magnolia Greens Master Plan Revision for Section N on October 31, 1998. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
Please submit the original signed application and supplement form. Copies are not acceptable.
2. As a modification to the original application, all original stormwater treatment devices and
corresponding drainage areas as shown on the previous application must be listed on the new
application. Please add the unchanged data for Ponds 1 and 3, the new data for Pond 5, and
the new overall project data to the application.
3. I have run the spreadsheet for the proposed modification, to raise the temporary pool elevation
to 19.4, and have no problem with the revised design.
4. Please check the revised plans to make sure that all previously approved and required details,
notes, etc., are on the plans.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affi�mgfivn Ault;nn TJ�'mr! OnO/ . =a n��-
. - ffSC� n ".=F+' -- -�^. i�nci.rnnc..mar n

Mr. Hetzler
January 7, 1999
Stormwater Project No. SW8 970104 Modification
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to February 7, 1999, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\970104.JAI%i
cc: Linda Lewis
Chris Stephens
Central Files

FILED FOR
T
r REGISTRATION
DATE IME
NO TITLE SEARCH HAS-OaRREQMSTED AND NO SEARCH HAS BEEN
PERFORMED.
CEC 10 AM I I. 0i,
PnTared by: MURCHISO . N, TAYLOR. KENDRICK & GlBSQ]W42 _AT Et
Wilmington. NC' 28401 9RUNSVjjcK OF DEEDS'
COUNTY. N.C.
STATE OF NORTH CAROLINA
COUNTY 0-F BRUNSWiCK: WAIPMA.MrY DEED
Tax Parcel No.
THIS DEED, RW.e-and entered into this 5Z�, day of
1998, by
and between LANPMARK i
MVX16OF9j;U% INC., a North Carolina corporation, with its
pnnaalnce to New HenaYar�ei).UeiYi24OrWCarofinkheroin called GRANTOR, and
i
MAGNOLLA."G98ENSM R ASSOCIATION,INC., a North Carolina non-profit
corporation y4h its prjiieip':.. c. inNew'Hanover County, whose mailing address is P.O. Box
4127, W.!Wn tcu,.J�octh-C 28 'cjIl6d GRANTEE;
gt*: orth'C
WITNE&SETH:
The GRANTOR, for and in consideration of the sum of Ten dollars ($10.00) and
other valuable considerations to it in hand paid by the GRANTEE, the receipt whereof is hereby
acknowlcdgeA has.bargained and sold, and by these presepts does hereby bargain, sell and
convey unto GRANTEE, its. successors and i
. n assigns fbrdvar, all that. certain real property located
irrNew Hanover County. North .Carolina, and more particularly described on Exhlblt A attached
livieto and incorporated havin byre ce.
TO HAVE AND TO HOLD the above granted and described property, together
with all and singular, the rightit, privileges, easements, 616menti and appurtenances theremito
belonging, bTinanywise appertaining unto the said GRANTEE, its successors and assigns, in fee
sitripie 4"r.
And the GRANTOR, for itself, its successors and assigns, does covenant to and
with the'said GRM#M its.; and assigns' that it is seized in fee of the above granted
and desciibedprop�- tha d
, . I t'itW good right t.11 an convey the same in fee simple; that the
q
froth aq and all restrictions. eastnl(Mts Or encumbrances except those set
forth above, ated "il"Pin '00-swcgssors iffirl'
al t , it Wi d - ' . assigns shall )�arrarit and defend the title to the
.-BRITHFagainst elaiXV'613110'' d:diikmdsofiMyUW'allp6rsonswhonhooLver.
IN TESTIMONY WHEREOF, the said GRANTOR has caused this instrument to
uted the day and'yeac fijifahove written.
N'.
"c
TB-SEAL)
�F.P.
4. - 0; By:
Rai tT Secret6y
11348
M I�, v�@QQ
President
k-8
o7--T- Ft ao i o
04-7c, 4 019 a--
1<6 7X—

fiK 12'66 PG0623
Exam
TRACT 11
41 ?fthat: certain.*t �41agd located in To" Crack Township, Brunswick County, North
C00611s, 0T* btixi '*:POTh:9f14d-Tract_O. desesibea in Dead Book 1112, Page 1040 of the
Bruitsvick . ; being
an Oni
rb �_gmoii fully described as follows:
Commencingftqmaniron.stakdxq�..saiid dw being the eastern most common comer between Lot
11 and Comrjon:Areacp.tbej1j
OkDiive, 50 foot right-of-way, as shown on
a MV prep . atod by MoKil . 1 . am: Qftd Engi ... _x entitled "Final Plat of Section V Magnolia
I . . ... .Map
. lRe
Greens", aid midcid:iri NapBook 14 'Pa.ge 257 of the Brunswick County Registry,
the true i'01:70 G.
Thence from the.poln(pf][leglaning, South 21 degrees 17 minutes 05 seconds East, a distance of
26.10 feet to an 36.07 feet along the am of a curve to the right having a radius
ofl&.00fe6t,acentral:ar a of I14.*dqVreoii 49 minutes 45seconds, a chord bearing of South 34
degrees 55 minutesi 26. swion46 -West, and a chord distance of 30.33 feet to an iron stake set; thence
24.87 feefilo.ng the arc of a curve_to the fight, having.& radius Of 210-00 feet, a central angle of 6
degrees 47 minutes 03'seconds 'a chioid beirin$ ofNoilh 84 degrees 16 minutes 10 seconds West,
and A chord, distance of 24.85 feet to an irop stake set; thence North 34 degrees 55 minutes 26
seconds East a distance of 56:01 'feet to the Point of . Beginning, containing 1131 square feet more
or less, as shown on that map recorded in Map Book 19, Page 257, of the Brunswick County
Registry.
TMCT2
BEING all of that certain tract of land located in Town Creek Township, Brunswick County, North
Carolina, said Tract being a portion of the Tract described in Deed Book 1112, Page 1040 of the
Bnms*ck County Registry and being more fully described as follows:
Commencing from an iron stake set, said stake being the eastern most common comer between Lot
34. and Cqmmon Area, on the rWn70f-WaY of Grpdiflora Drive, 50 foot right-of-way, as shown on
a map.l!T ad by McKim, 44 Creed Engineers, entitled "Final Plat of Section V Magnolia
Gicens",'siid map bring recorded in Map Book 19, Page 257 of the Brunswick County Registry.
th.76 POINT OPBEC*Md:
Thence from the Point of Be ghisift, North 76 degrees 03 minutes 12 seconds West, a distance of
59,'44 I';ei.-to an iron staki� set; thi�6e 25.64 feet along the =6 of a c
cifildoo..'feet, , , . ... : f .. . ... . curve to the right, having a radius
acbritral-anglem &-degraes.L59 minutes 44 a66onds, a chord basting of North 44
degrees 28immites 30 secondi'East. gnd 4 chorO diAtarice of 25.62 fed to an iron stake set-, thence
-35 17'fee{ along the — of,*Yu,;,4,i,eright having
a radius of 18-00 Feet; acentral angle of III
degrees SOrr1inUteg-5j-W=ndai a ` of South 76. degrees 03 minutes 12 seconds East
. zd be.ari
Mrid.Wof.29,8441d to sn- irchstake set, tlien6e South 21 degrees 17 minutes 05
coillaining 1147 square feet, more
or less; as
Registry. shown &Wthafmap recorded in Map Book .191' Page257, of the Brunswick County
TRACT3
AEING. all ofthat certain tract of land -located in Town C" To —hip, Brunswick County, North
a p6t ti, DeadBook 1112, Page 1040 of the
Brunswick County Registry aid bifidrnoze . fully described es follows:
Commencing from an iron stake set, said stakebaing the western most common comer between Lot
26 dc , L. on.li�n
ommmiArea.1 sht-of-way of Charrywood Court, 50 foot right-of-way, as shown
011.4m . p . p . ared by 'McKim. . 41) re " Creed Engineers 'entideA,"Reviscd Final Plat of Section VI
M-9tioliabi ",aaid nuip'being recorded in Maip'Book 20,'Page 115 of the Brunswick County
Registry, the true POINT
11348 3

AR F?66 PG0:625
79.18 feet to an imn stake set;:ibence North 14 degtees 46 minutes 41 a—ds East, a distance of
80.47 feet to an imn stake set ;dfence North.01 degrees 20 minutes 05 seconds East, a distance of
73.24 feex to an imnstake set; iti itce Nw$i'09 degteea-26 minutes 39 seconds Beg. a distance of
56.81 feet to an iron stake:Mt r.th'Oiee Nottli:77 degr6es:35:jidnube$ 20 seconds East, a distancc of
74.26 feet to an -iron stake Bet thenCtlY rtlt 80 dpgtees Sl inirtutas 04: seconds Bast,. a distance of
63.30.} to an irrttr stakF sCt tli e.$tiuth 35 degrees 02 minutes 40 seconds East, a distance of
196 fi$"feat to the 1 totnt7.t►F>gtuglntgn&" contatmng 0.9U9:aerea; r iore or Tess, as shown on that map
recorded.rrr Map Book.20,.Page487; tifthe Bmnsdncic County Registry.
DUCT 6
BEING all of that certO trg of land -located in Town Creek Township, Brunswick County, North
Carolina; said Tract. beiiifg g.pioxtipri of iha 1Yxct desm1W in Deed Book 1146, Page 1172 of the
BnuiswA County RegWryy' being more fully. describe' as follows:
Commencing from a Rebar and Cap stamped GPS 2, a GPS Control Point, said point having state
plane coordinates, NAD 830NS2349.1014m.E 698763:1317m, and being the northem most
Control Point shown or a map.:prepsred.by McKim and C.'teed Engineers, "entitled "Final plat of
Section 11 Magnolia Careens", dated July 1-7,1998, said pl9 is recorded in Map Book 20, Page 173
of the Brunswick County Re&. t, South 10 degrees.40 minutes 56 seconds East a distanceof
317.227 meters to a Rebar and. Cap stamped GPS 1, a Control Point, thence South 13 degrees 00
minutes 00 seconds West a distance of 118.083 meters to ari Inn Stake Set, the southeastern .
point as shown on said plat, the. fcue POINT'OF BEGIIYNING:
Thence from the Point of Begtnning. North 84 degrees 18 minutes 23 seconds West, a distance of
31.71 feet to an iron stake set, the southeastern most comer. of Lot 14 on said plat; thence North 12
degrees 33 minutes 48 seconda: West, a distance 6f.S32.53 feet to an iron stake set, the common
corner of Lots 20 and 22; thence North 12 degrees 59 minutes 54 seconds West, a distance of 70.00
feet to an imn stake set, the common comer of Lots 22 and 24; thence North 13 degrees 16 minutes
17 seconds West, a distance of 65.01. feet to an iron stake set; the common comer of Lots 24 and
25; thence North I2. degrees 51minutes 44 seconds West, a distance of 70.o0 feet to an iron stake
set, the Common comer of Lots.25 and 26; thence North 12 degrees 19 minutes 39 seconds West,
distance of 65.00 feet to an irpnstake set, the common comer of Lots 26 and 27; thence North 12
degrees 19 minutes 39 seconds West, a distance of 70.00-feet to the northeast comer of Lot 27;
thence North 77 degrees 31 minutes 22 seconds East, a distance of 40.47 fed to an iron stake set;
thence South 11 degrees 57 minutes 51 seconds East, a distance of 882.45 feet to the Point of
Beginning, containing 0.709 acres, more or less, as shown on that map recorded in Map Runk 20,
Page 173 of the Brunswick Coutity Registry.
11348

From:
To:
Landmark Developers, Inc.
5022 Wrightsville Avenue DD''
PO Box 4127 (28406) tV
Wilmington, North Carolina 2840
919/392-7201
WE ARE SENDING YOU
Shop Drawings
OCopy of Letter
LETTER OF TRANSMITTAL
Under Separate Cover Via
the following items:
Prints Plans Samples Specifications
Change Order l��
Copies
Description
iVA a
THESE ARE TRANSMITTED as checked below:
For Approval Approved as Submitted For Your Use Approved as Noted
]As Requested Review and Sign For Your Review & Comment Returned for Corrections
REMARKS

�v MCHIM&cREED
TO: NCDENR / Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28401
ATTENTION: Linda Lewis
WE ARE SENDING: ❑ Originals
❑ Specifications
LETTER OF TRANSMITTAL
DATE: October 26, 1998
PROJECT NO: 0383.0040
TASK NO:
RE: Section N at Magnolia Gre
ns
OCT 2 7 _X
Stormwater Submittals
TRANSMITTAL NO:
❑ Prints
❑ Calculations
❑ Shop Drawings ❑ Samples
® Other - Permit Application
Quantity Drawing No. Rev. Description Status
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected -See Remarks
REMARKS:
243 NORTH FRONT STREET, WILMINGTON, NC 28401 (910)
cc: CCCi
Signed
ery A. Roney
Documentl Senior Designer
FAX [phone]
INS, PA
I.-
W