SW8970104_Historical File_20010920

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Ls'
September 20, 2001
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406-4127
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
Subject: ' Permit No. SW8 970104 Modification
Magnolia Greens Master Plan
High Density Subdivision Stormwater Project
Brunswick County
Dear Mr. Stephens:
The Wilmington Regional Office received a complete modification to the Stormwater Management Permit
Application for Magnolia Greens Master Plan on August 7, 2001. 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 September 20, 2001, for the
construction of the project, Magnolia Greens Master Plan.
This permit shall be effective from the date of issuance until October 4, 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 (3 0) days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis,
or me at [phone].
Sincerely,
t-:—k C `1
Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:1WQSISTORMWATIPERMIT\970104.APR
cc: Davis Fennell, P.E.
Delaney Aycock, Brunswick County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax (910) 35D.2004
0,
Customer Service
800-623-7748

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 Master Plan
Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds and a low density subdivision with 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 Water Quality and considered a part of this permit.
This modified permit shall be effective from the date of issuance until October 4, 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. Stormwater Management measures are 2 wet detention ponds and
a curb outlet system for the uncollected low density portions of the project.
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 a total of 1019 lots. The
built -upon area permitted to date is: 226 single family lots @4,000 ft2 each for Sections 1-9; 76 lots
@3,500 ft2 each for Sections 11 & 12; the Clubhouse @4.2 acres which drains to the pond permitted
under SW8 990628; Tract N (Section 8) is permitted for 21 lots @4,000 ft2; and Tract D is permitted for
67 lots @4,000 ft2; Patio Homes I Tracts E and O (Sections 8, 9, and 10) are permitted under SW8
981008 for 941ots @4,000 Wand 6 lots @5,000 ft2; the West Commercial Area is permitted under SW8
980807 for 3.93 acres of built -upon area. The Fairway Villas is permitted for 6.24 acres under SW8
990628; Lanvale Townhomes is permitted for 9.75 acres under SW8 990947; and Patio Homes III is
permitted for 75 lots @3,500 ft2; Future development includes the East Commercial Area @10.57 acres;
190 Multi -family units @1,200 ft2 each (Tract P); and 236'single family lots @4,000 ft2 each (Tracts B,
C &D). Total proposed BUA is 158.13 acres.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit. The project must maintain an overall density of 30% of less.
PA

State Stormwater Management Systems
Permit No. SW8 970104 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Magnolia Greens Master Plan
Permit Number:
SW8 970104 Modification
Location:
Brunswick County
Applicant:
Mr. W. Christopher Stephens, President
Mailing Address:
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406-4127
Application Date:
August 7, 2001 (Modification complete)
Receiving Stream/Classification:
Jackey's Creek (CFR 18-77-3)
Sturgeon Creek (CFR18-77-1)
Classification of Water Body:
"C Sw"
POND 1 POND 5
Drainage Area, acres:
151.6 26.2
Pond Depth, feet:
7 7.5
Permanent Pool Elevation, FMSL:
18 17
Total Impervious Surfaces, ft2:
1,767,801 366,850
Lot B IJA, ft2:
845,084 209,299
Roads/Parking, ft2
453,902 119,920
Sidewalk, ft2
121,100 28,919
Patio Homes I, ft2:
268,000 ------
Maintenance Building, ft2:
------- 8,712
SW8 991136, ft2:
79,715 ------
Offsite Area entering Pond, ft2:
none, per Engineer
Required Surface Area, ft2:
68,309 9,864
Provided Surface Area, ft2:
82,200 11,137
Required Storage Volume, ft3:
160,046 32,269
Provided Storage Volume, ft3:
183,796 32,334
Temporary Storage Elevation, FMSL:
20.1 19.4
Controlling Orifice:
2 @4" cp each 2" cp pipe
Kj

State Stormwater Management Systems
Permit No. SW8 970104 Modification
4. The project must maintain 30% low density on an overall basis.
5. The runoff from the curbed streets in the low density portions of this project are proposed to be treated
in curb outlet swales. Each swale as shown on the approved plans denoted with a "WQ", must be a
minimum of 100' long, with a 5:1 or flatter side slope, a longitudinal slope not more than 5%, and have
a dense vegetated cover.
6. The higher density portions of the project, such as multi -family areas, the clubhouse, parking areas, or
where a discrete collection system exists, are proposing to treat runoff in wet detention ponds. The
clubhouse drainage, 221,300 W, is treated in the Fairways Villas Pond 1, permitted under SW8 990628.
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales or
curb outlet swales) shown on the approved plans as part of the stormwater management system without
submitting a revision to the permit and receiving approval from the Division prior to construction.
2. 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.
3. 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, maintain a dense, vegetated cover, and
be able to carry the peak flow from a 10 year storm in a non -erosive manner.
4. 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 of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
5. The Director may determine that other revisions to the project should require a modification to the permit.
6. The 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.
7. The stormwater management system (ponds and curb outlet swale system) shall be constructed in it's
entirety, vegetated and operational for it's intended use prior to the construction of any built -upon surface.
During construction, "erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
4

State Stormwater Management Systems
Permit'No. SW8 970104 Modification
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. Decorative spray fountains will not be allowed in the stormwater treatment system.
11. If the stormwater system was used as an Erosion Control device, it must be restored to design condition
prior to operation as a stormwater treatment device, and prior to occupancy of the facility.
12. Prior to transfer of ownership from the permittee to a third party such as an HOA, the stormwater
management systems must be inspected by DWQ personnel, and determined to be in compliance with
all permit conditions. Records of maintenance activities will be required.
13. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
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 of the pond and the swales.
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 structures, orifice devices, catch basins and piping.
g. Access to the outlet structures and swales must be available at all times.
14. 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.
15. 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.
16. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of ten years from the date of the completion of construction.
17. All runoff from the impervious surfaces of the clubhouse / pro shop area, including parking lots, roads,
buildings, and pool decks, must drain into the "Golf Pond" permitted under SW8 990628. Pond #3, as
shown on the Master Plan, is no longer a stormwater treatment pond.
18. Each curb outlet swale must be located in an easement wide enough to completely contain the required
5:1 side slope back to natural ground.
W

State Stormwater Management Systems
Permit No. SW8 970104 Modification
19. 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 this section is *see below 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, and
coquina, but does not include raised, 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, including the curb outlet swales, may
not take place without the concurrence of the State."
d. "Each lot shall maintain a minimum of 30' of vegetated buffer between any impervious surface
on the lot and surface waters."
* The Permittee will fill in the built -upon area associated with each lot in the section per the BUA limits
I. as listed in Section Part 2 this permit, and as shown on the summary table on the approved Master
Plan.
20. A copy of the recorded deed restrictions for each section must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots in that section. The recorded copy must bear
the signature of the Permittee, the deed book number and page, and stamp/signature of the Register of
Deeds.
III. GENERAL CONDITIONS
1. 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 he 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.
0

State Stormwater Management Systems
Permit No. SW8 970104 Modification
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.
7. The approved plan set consists of the September 18, 2001, revised Master Plan, Patio Home I site plan
with Pond 1 details, Pond 5 detail sheet, and the Clubhouse Site Plan. The permittee will swap out the
required plans and replace outdated sheets with the revised ones.
The permittee shall notify the Division of any changes in project name, ownership, or mailing address.
Permit issued this the 20th day of September, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970104 Modification
fi

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION:
1. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
Landmark Developers, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
W. Christopher Stephens, President
3. Mailing Address for person listed in item 2 above:
5022 Wrightsville Ave. Suite 102
City: Wilmington State: NC Zip: 28403
Telephone Number: (910 ) 392-7201
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Magnolia Greens
5. Location of Project (street address):
NC HYW. 17
City: Leland
6. Directions to project (from nearest major intersection):
County: Brunswick
Located along the north right-of-way on hyw. 17 approx. 1000 ft northeast of the Hyw. 17 and Lanvale Road
intersection.
7. Latitude: 34-12-40 Longitude
8. Contact person who can answer questions about the project:
Name: Chris Stephens
H. PERMIT INFORMATION:
78-01-47
Telephone Number: [phone]
of project
1. Specify whether project is (check one): New Renewal X Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 970104 And its issue date (if known) 28 April 2000
Form: SWU-101 Version 3.99 Page 1 of 4

3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Overall project employs low density stormwater measures wherever possible. Pockets of high
density and other areas unsuitable for low density measures will be provided enhanced treatment
via. wet detention ponds.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 916.5 acres 4. Project Built Upon Area: 17.25 %
5. How many drainage basins does the project have? 3
6. Complete the following information for each drainage area. If there are more than two drainage areas in the project, attach an
additional sheet with the information for each area provided in the same format as below.
Basm Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
See attached sheet
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious* Area
Impervious* Area (total)
knper-v-iuus Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off site
Total:
Total:
lmperveuuy ureu is uejineu us sne uum upun area inczuazng, our nor amzrea ro; ouzzazngs, roaas, parking areas,
sidewalks, gravel areas, etc.
Form: SWU-101 Version 3.99 Page 2 of 4

Complete the following information for each drainage basin. If there are more than two drainage basins in the project, attach an
additional sheet with the information for each basin provided in the same format as below.
Basm Information
Pond# I
Clubhouse -To 5W8 990626
Receiving Stream Name
Jackey5 Creek
Jackey5 Creek
Receiving Stream Class
C-SW
C-5W
Drainage Basin Area
15 1.3 AC
13.32 AC
Existing Impervious* Area
0 5F
0 5F
Proposed Impervious* Area
I ,7G7,50I 5F
2 1 2,914 5F
% Impervious* Area (total)
26.8
36.7
l viousSurface Arrea
Pondal€1
Clubhou5e—To 5W8 990626
On -site Buildings
1, 165,320 5F
28,750 5F
On -site Streets
476,430 5F
57,593 5F
On -site Parking
0 5F
79,375 5F
On -site Sidewalks
126,05 15F
I 1 ,964 5F
Other on -site
0 5F
35,202 5F
Off site
0 5F
0 5F
Total:
1 ,767,801 5F
E= 212,914 5F
Basm Information
Pond#5
Overall Low Density
Receiving Stream Name
5tur eon Creek
5tur eon/ Jackey5 Creek
Receiving Stream Class
C-5W
C-5W
Drainage Basin Area
26.2 AC
916.5 AC
Existing Impervious* Area
0 5F
0 5F
Proposed Impervious* Area
366,850 SF
155.13 AC
Impervious* Area (total)
32.1
17.25
lnrpmious Surface Area
Pond#5
OveraA Low Density
On -site Buildings
218,01 1 5F
84.17 AC
On -site Streets
I 19,9205E
33.42 AC
On -site Parking
0 SF
28.96 AC
On -site Sidewalks
28,9 19 5F
0 AC
Other on -site
0 5P
1 1.57 AC
Off site
O Sf
0 AC
Total:
366,850 SF
E= 1 58. 13 AC
Basin Infomation
Receiving Stream Name
Receiving Stream Class
Drainage Basin Area
Existing Impervious* Area
Proposed Impervious* Area
OYO Impervious* Area (total)
Impervious* Surface Area
On -site Buildings
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off site
Total:
Page 2A of 4

7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
SW8 970104 as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than * * square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess area of the permitted amount requires a state stormwater managementpermit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
**244 lots @ 4000 SF, 6 lots @ 5000 SF, 46 lots @ 1200sf in Sections 1-10; 76 lots @ 3500 SF in Sections 11&12.
67 lots @ 4000 SF in Patio 1, 57 lots @ 6000 sf in Phases 3&4;
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SW-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form: SWU-101 Version 3.99 Page 3 of 4

VI. SUBNHTTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BUT
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment /management
• Two copies of plans and specifications, including:
-Development/Project name
-Engineer and firm
-Legend
-North Arrow
-Scale
-Revision number & date
-Mean high water line
-Dimensioned property / project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished floor elevations
-Details of roads, drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on yo
behalf, please complete this section:
Designated agent (individual or firm): Cape Fear Engineering, Inc.
Mailing Address: 5040 New Centre Drive, Suite D
City: Wilmington State: N.C.
Phone: [phone] Fax: [phone]
VIH. APPLICANT'S CERTIFICATION
Zip: 28403
I, (print or type name ofperson listeJ in Ge eral Inforwalon, item 2) W. Christopher Stephens
certify that the info lion inclu is permi ication form is, to the best of my knowledge, correct and that the
project will be cons c d ' co a roved plans, t the required deed restrictions
and protective co 'll e o , and a proposed p ' ctZIth the requirements of 15A
NCAC 2H .100
Signature: / Date:
Form: SWU-101 Version 3.99 Page 4 of 4

co 1,
�
rN-I
O
a
a �a
'GJ O
9 r-
0 of
tn 9 �
acc
Ur7t�oC
Ob
,V-W0
:y
"-<z
j0
H H z U
P
00�
�zO
z
�yWW
mu
a)
ecu U 0-0
+�• a) 0
0 as
� C3
cd r+ 0
o��'��
CA O U' y t"-+ O ►ter i O ¢, O C
a O a) cd b cd O Z U cC O 'O �, O
0 tea), •C G U
� w y a)
C7
c .d �'; rU. i U U' °i a O � O U
'~ C/] bA ~ �' w O N w O m C
W U W o in a� w> y °'*"
y8'oast�, � ca
� o
0
z tip
to 0
[•� cd >W Cc,IT,ao u
Ctdo ib a tw �. ° W-a
O C .� ° rUn 40 w; .� >
U U U ° ,a 0> O� -a �' O N
c3 woo era' > _�
c ° Uooa .� w-s
W [� 4-4
P-4 + U v .�-i N '+Or +2 y U cd" 0 .�
of �
n
n
0
N

I
q
0
cd
'b
1P
H
III
,,•'••
,•`'`,,�'��
a w o
r
.�
2x
O
• U
•
H
�
oH
O
W
H
�
u
m
0
h
n
n
O
N

a o
M�
LLL777 O (�
144
O LL y N -O cC
O ai IOD� U cd
Q" P� P� o
QpQ Qi �/" � 4� �.r 4ti Fr ° " O 0 0 .D
I A R� rl W W C"+ N +.. o y 0 y N O .� P� Q
'., ..
04 N ° �� °' °' C. 0 ow.0 Qom, o z �
p p �d ., N O N o
5 M
y� � �Po �~��� en §� ,�
r-10W ° y N�-A � .
ced QN pb4J Z \ ".dO -d E" u
o b �i
�$° 'o0 W] O z C.O U v^v Nvw %O Z 'gyO en vO v*�
� a ° , ,�c)
cd 00
P��m ¢Q Q vZ o , c
Q ¢, E-+ > 0 MPv"U ai cd y �UU
Z Z Z•
A S', w'b8b UcP 0 g0 O En
w m p ,cbdU� A
PL4
aao ." c�O+O ¢, M. v
•�_pOaQ0 U N "t O
LN Z, C`)jW� g 2 W W O N i p /~V� naD too 0 PL4 _0
�. Q ✓ avi �' O +� v O .� O 7 Q s.+ � e1 O•b
W -�
o o`er P4 rx ��� C7Z �3 ° C7 W C7Z
O L 84
� N id O O ng O fiW�
a� 0s~ s~ ~ M >, � W 'sa" W �O cd W P; O o >1 (D
PQ a H s~ V w bo O a� Z p P, t7U ' al 3 PSI Gil M w U PQ 0 -d U� W
L7�`°�`°� v < b CD
r
yy M � M
0
a � A �sumu 4 w �w U 10.
J
U m
1
W
00
0
N

�tti
O
U
a
zz
O
H
H
w
0
rb
G
W
O
R
K,
.h
0
W
U
W
a
0
a
E-+
EH
W
OQ
8
0
N
a
0
0
N

ern a"
gds
o
qw
r•I
N
z
a of
F
00
3�0
�ZU
00
LC)
j
00�
.�.+ o
�CA
z O
N
F
z
c
pp�� �
�U>w
�.
aAO
°
F�
U
aO
O
W O
O
�
H
a
A
d
O
93
ut
4.4
U ada) as o.° � N b �' 3 °' aNi Q a a o a
en
aw
gd
tb
ca
° .� z a � vas Cd
OQ CC F�
Ci" o10
w 1.04 g�g moo. �;b
fo
IA
In
la. bo
CA 'd cj d o 'b d � on � o x ° s� b � 'o •� � a °°
P4 • Cy Fes+ in Fri �^ 'v� -9 K 0 • � m° U Q. 0 vAi O 'b
El
Itl
C7 O 'q PSI ", �. b 3 b W
Off{ p co
> A C� y W •O
aUi U aUi 9 °
,4P. CoC .o
O 'p at o
O .r
a
N
N

il!s�
ID
H
1�
y
0
z
'o .6
a9�i w
4-4 a
ay0
4-4
co
r
r
O
m
g
C3
cu
�o cA
a)
0
4 W
N
%oNIlptHtfol
4. fC
'Cd �S
"Z
rA
O
�
o
a
ra
.1 �
o
a
N
N

tn
ao a3 > ° ° °ate °
W [%� a� ° +. r , .- f
y �, ,�" GO .d '41, N O
4-4
o
N O° O WOa�0i b a�i °0 Aiz
.�
bo
a �
0" a c b 0� w° 0 a c .� °D y o
c a� a� 'd p (D off°. -0 0
79 ,s y 'd 2 G Ul
3 a� oo '- y '
'd U �� U U �' �' r/1 0 0 3 ° w 9 v O a0i �' O9 � � m a�
coo 0 0 �0.- � � .� uo.: 9 `� •,'�.- m :r � .�
s w *� a' a' 1=4s �� a' O y N •" ``•' >' ' A O ?Cu °
OW
ts, a� .b " ...
W v; WW w co
oo a) Vd w0, y 3 COS
> -o
° a°bo3`�V
QI f/] Qi '�rl .fl U 4s C3 Ca
cc
00

Ln
M
a1
0
L o
0
o N
R
0
b
4
H
O
0
O
cd
TJ O
W ++
0
O � O O
zZo o �
--r
-S.00 L)
9!0
4-4 o O "
O
4-1
o
4-4
Cd
o
r�
Ll
• A
G
W
C��
b0
tj`�
GO
Cgg3.
O o
0
o
U U
N
m
a Off4.
•O'•
.
z
s
: ma's
W
a
0
w
En
r
E-E
W
a)
aai
w
v
cc
rm
d
z�
a
Go
N

c
M C—
�o
M e,M
'�z
O
° �Hzu
in
co r-I
HzoW
4J A 'Ir 0 C z
00
H F z
z
z WW
a w c f
aA dau0
o
C7
°
> d
O U
o
w
x
z H
P4 p�q
O w
z o
o �
O
P-4 c�/s U
• 42,
sOr a
91
O
O
�o
o U
O V
0
4-4
0
U °
'w
�A
a�
O�
a
w�
A �
40
aH
U
A
o �
0
vi a cis 4+
O
N> W rr O O �' 'T3 N N El m LD
U ' N O �O O N '�' u U N D O booto
o
ca
O
° 0 'G .� ve O U ^ 4 o O O A, 0 0 v N
a ° O° z ci N ++ v O N V
a o o o O "0, a .a c A c°� c �, o a
p 00.4
' as bn 02
a> a� o a� ° 4� c °
.. _
�. r. o U t. 0 A•� o `�
�" TJ OR bA
a a a Go O a `� w al -� •i~Ui
w� w. wo ° U� a� ��v�'�o a° .9
UW
�c 'd 0 a
o to
b0iu °a •� O w c° o cM W ci
c > y U" z 0 •� Qa �. -d ; c o .° c WA P, W r<s
U U
b0 b� +'
w
o :""
cna Q .a CU ° A� o
W
ar
FU.. U CO
l
cr Q IX
Y
U
4 �
U
101
oW
cr
a
N

M
M
r4
RV
Aa
la
No
m
A.,
b40. c a
.fl o
+� N .�
moo,,
oo
w N 0
o
a ;A 4
rn
�yy
b �
Off"'
e�
~� I
CA
b�to
2 y g N
I *-,g-U�°
w
0
FIN
I
0
as
a
tD
x
x
a
w
H
z
h
8
a
Q
A
v
N

' 00
o_ Ts
o o •�o�i a ss,�— ¢
M W o E� oON
o O yo> °'o C4,
-o
FZU i
o
O CQ.0 0 ; 0 w= V C) 0
b� C .O "I p WR'
•4 O 'b +S
Im
Q G N FEZ Tp• � ~ 1 p m § I1' §6 1 1.p O G�
AA v! v� m pp w - w- V1 w
a�u O4 yOv~
`d a� a� O
A 04.� 'd "0 p CO.'dW p � a '
F' Cd o F o
10
COO
ac a s y
72 • 0 wx w w U.�, U
Q � �
0
oz �c
z w O O D 3 h ,� aq 0 w iz
"0 O F U ~ > 04 � � � � 0 PC
� eM
� e,
a OU Aaa a. vnw w o a ° o U°
�Ua�
bx 0
W w
> 0
p
aco,�
O 00
C7 � ') �
cd"
14-4
go
a �0
O
C7 °1 p'
04
cd
W,a

.0 •U •-, Cd
+' bA . �-+ 'd O O G �0,, qOq . C G
Cro0.
� :� c a 3 �'a o a � � a"'d �' to
co� � °° 10 u,
0 �"b `�''"gyp oa�a��� 0 .� ocooU�
�"� �•' a� ° 0 �y a b 9 -00 ao o ;: o •� a� ea �, O .° U �° 0 00 h w
gQ td 'C O O >► v i. t) O� U �+ O of bD O
'� TJ O V �r •--�i
c �' 3 CD d ,a; a o i A O Q >
p0 O !"�, Cr O +" •: +•' v�i :r 4�?, �n >► TJ Cj +' cd O
ROl OA •b c� .ti a>'i CA ° � 04 � d v 3 0 ° 3 ,� � 5 � •� `�° •o
Cd O N , (U -CL) i ego' � b o 3 0 '00 � 3 0 � o � •d E; � 0 ca ° cu
04
IWO
+9M •ebD :f�O�4 a� :y� 2• d;cVrn
O � v'w btd , d >0Q� O •� CD
CD 'a b�- S ID O �v �' d O -W O S am v
�d O c�,
'tp
ril © p'o oi o >c o o
.O ,�
04 >, as a� w .0 •� vwoo a � .o °
to ..owobo 4.4
0 LD 0-4Z30 s
to '
.a
rA
P., 0 " ^
•o 00�"•�,� •d 0 .�A ;� •o 00�o o
ta
a aDoa�a�05 a�� -� vas a �� •0 �• 3yc oo, 'mow o °'o
cd A v o .fl 0 + e0 eci O O •d �p �i •zi O. .-•i `n
D, O O p. p ,4 •d �04
� o„ w ed >' O. • a� .b a� p Zo cOi "K � w ,..; . p 4;• p .o A
oA �, 3 �, .0 rt a� > o O on eti �i a
.d o p � O a� on O O 1 � � � 2 E = � o � .� � O a�i Q. � � ° � � *�-' s, o >p �16 $
> 0 ' Cd 5 oA... •� ' oow. ,b 4i w �,,, ;b ,a U"O g 0
G� O O O •d O iO. ��+" p .0 ��, e� «3 >, O y O O- O �+ i.
.o PA 3 �' o 'd o O oas �, q •r. CO O �, p ed cd N p
Js N V N 0 O 944 a "d •ti en Ri 0 3 py `''' w.0 �
04
gg
•••� y Q .y7Eb ''.�••.vw O p O -00 y? v i,� 0 ��.O O $D, to ��pEva
00 w a O N +0 w LN
�" O i
O
�..i C+' ^"Z •d i"i �+ �" V O O `r'"" F-i Cd V a0i � •d" qed d' � 3 ^ '� H a� � yVi O
404 0 DO cm
m o o c to � ,°b.0.•dc0c1a 0an-ci
�3
' ° Cd
Oj Cd O AliOd O "� •i� p •N �'g U
�,r >' Ci . t�i� V1 a 42 �.+ 00 .. F. � �„� 'b •r+ +-'
w ,� 0 cd w �• o w os
0 0 o :..., 3 Q. L7 ea Cd 0
o a� pow �r3., 0.� tq �1 ��A o � ��,w ° � a

a
i
N
o
o
b4
� N G� +•• O �+" y V1 .t+" O N ry..�
0 Ed
:tg � °o 0 > b rA b Q.
cc
CD
CD rA
94
PC
o ° °
+ CC ed 1.a
cd
ID
tg
A 0= id S 2 t to y� y p v .: p ,sir �O
cd
o a
0.0rA
�, b o w �b • a a
'Fo0.2 moo°
rab �
40.
.., v��3 pp .�
~ ed 0 ' Cd �'"UUicy
Cr 40 vi ao ..� 'L �]. sp., ed 'C O .�
ji
4.4
0
La
r�
�I
H
a

F
0
U
0
z
0
0
Z
0
0
N
0
N3
ra
A
ca
4)
W
rn
ks'e•�-
� I :v
m • ac
if
oO
5
*t-
a
a
3
0
w
r2
x
0
0
n
g
N
0
0
m
w
a
N

co
44
clO p O
!� ,,� '� p y Z.i N TJ .-.. . O O
F� + O _" 0 0 �-- ti \G 0 U ✓+ O° tU. Ow eta O .:ram r O
LI U ,--a O O O� t�. �+ p .~ 0 .t7 pp y .� yy y 0 0> U Q�j, t3. 0 p d
• .• W O H 0 O .� 'SSA c .� 3 O C� '0Cy O v� OQ
A o �,E-�ZU o oo cc°' �C7 x b �,,� ,o O o cr° OR o
3 M co ''� rn O O W o -a � 3 0 1., .� co 0 4r
ht�+o � � �'"°' °� 0 o Z 2 Cd
old c 0� °Q,o�O0 00 ow$ 3 0~ U
C7 � � � W 0 � O � � 0 4r 0 �
OOO 2 0,��:.d •$ o .0 .b -boo
° ,� 0 U�"a 0 C7' 0 b4
c F" Z oct
a �o N�H� cd
zcd aCD
a.p o� °.� .o° $ ��'�r'" o�'~.-�r3��b�.�eCt 3
U ca o �. o O 03 �,i �>
Z °' -d 0 as � 0.0 U A 0 9 0 U 4 i�
" A U U cd bq 'd 2 2 U U � .4 � O M 'L7 'Ci p R �+ ° O 0
'�, ... y 0 .� a c9 .0 ' 'b a�
p-, 0 U>W � Q � b -dam � �� �"$ c � � 79 ^�a�i a c«0.2 C7
tr
A•, ° U A Bey,' 0 b Z �i '� .° itU ca �. '� U '$ � ea
O U.0�
,�e� 0° A ; a .°V U 0O0
U �c .0 U .°E0 0 b.0 � �� y
,o SaI
�$3 G �V �
U co � q � �, w rA f ,� % � 0 p+ p abi
c.Wr w�� d0 d 'b d.5'0 d� r0 0 op �.c ,you .�
� on 0 U 'b0"p W .s' Wp�bo
Wp�° id W 0 Q� y O 0 .0 .� O O v 0• •..
c x b W y W y W `� rx 'd �,,, C7 • p°q a a $ V0 _0 rA, a? �� _� _� �-+ .c ° c,, , ° .
lad 0
O 9 CD cc
�i0$,• rdOH
A U o a ob �" A ° 0 a , �
Wi: ° o p0 ;?S
iU� o
U a, C4° 09
,
Qoa
� 0,b�0 w o 0 o w
F
00
ON
N

Ln
r-
ta
0
0
N
,r; �a,�aarrq
N:
gr
a ww Q
'•• 0XV1
eeeeeeah
U
z
0
H
O
z
_>1
o O
b > w
a� 00
O
E.
O
w
�A0
� o �
b �
a�
0
c
rn
O "0 c an
. rA 0�Uw°
0
Fi
W
W
FA
I
N
Isslogeolle
a
e
•
a-
.
's v
rc
:�:
•
v r ••i
d
.�r s 16
F� lk ••'• O �
M.
e�
0
0
A
7
ao
N

A
IN IN Q
4-4
J O p a) O w +� a ,> p
4 CD
O O C p ^ vOi v }p}�, p �" 2 C c0 •p �? v O�
z ^ .�i U N .a �O O O '► p U 4G i +N+ y O
a a U ►. a �--� oQ. sue, „v,3 °
v� � C .� °,-i e*.45w
O UN:M cd �o., cA 4, OO ,O
ON
zl
4JIWO o FZw U o o� M � 'b � Ob„� °> �.d �F; •a
AQ N Z • � Q 0 'dam+00 Rr' F-1 A U �-1 W U •d a� bA �v� 'v� .� 'm °O `*' M cd 0 ° O �'�cCdD .-a. >✓ a� z
asue p 3
� c0 � a� y U v�
a�u WOp4 0� aa� .a •da �a ,-.,, "a ��.a°'�a,
GO
O a) 6 W 4� C� A p16. � O �+ +R O 0 p � � •—+ � � o 'C O go
C7 aai aW b a � °a � 1 �n ° aD .., O >, _� aU� UU �a Cd
0 ° � a�
>'�v.�a��', d•Z�f UPO" �" A� �O`aa)�' v�v�5i^ �'' UA°> a� ° 'da a� �' .,Q OZ �i G�Q, �. Ua �C�WG7Q a°w��-, -d Fyb+b• �-' ,�'+ �>�• Qwa�n�.w'o.,•ad
PL4
P.
a"'.`caadd �+c�o•a�0--1+
;o•Lb�0;V 4o ° � 'b on3 to �i
' '° �a '00 2 EA ao,a .2 Ru.
O w0 O a ° O
-d° c0 o a
cd rA
° ° P. o U
y- o�� "0 > C 400 =>, Oa O0 70
W
ca
ca
a U AAA Ana °.° .n U 4° °.�°wp.bo 00ow
0
0
N
m

U
Z
I --I
O
zz
H
pq
0
O
N
y
rA
0
1
0
U
NEW N
plaossiiiii
a
0
a
N
8
N

cn
0.
� � Q � •y. N O .� v '�+'" � 'CJ . �; O � }cd.h'
Cd
Ed
4 0 � U v� .� > v0, •d o r b frr
L:: pad V O E. ° °' o� �' ° p.,en
id 0-0
rA
�o 0 ray >,
..� c� E•, z O U x "v, cn `� ai o -d •o .. 'd •zi �t
rr-C-4.
cd
z >� tb o� a yaO .O .O 40.
�i °N ���z pC T
'U
V>
Aoo �
2 U o
079
'°' Z
� -•� a�i �U', . pq
10
w y �+ A .o w co
ra
O O.o >,.0
rA
1.4 y
> ° ,� �, O y 'L?
EWE ,. a °4.4
wz
O�U El
O
op .ti
� � o
c o a,
�N 3
0
w ca CA
pvyV�b
I
n
00
N
N

�i V
a�n a) " .0 vi O a; y0.a3
� 0-1a3i r r,; , ,-rp � � � � • o
cd ° '� .� " o '� 0 fY, o as '� °' eeIn 3
a)
•r 99
a) .•r a7 a) C V a O
. 0- ,M � 3 � o c°� w ��., '�" -0� a>i .� ° � ado w � cd ° W 4W � tip, b0 c
a) 8 A '� ++ � p y '•" v) 0 V� ~ �+ c�; m >� 'O cif y" , 4 LV
a �
•� '� .0 c 00
o v] .� •d ?� °' a0i .° Q 3 c o , 3 >, 0-0 as •.� •� •p y
0 cd
9 > 3a 0)
H o
do :� qra to
o m o p R a O� ca O cd bo
p l �" " iYi p --� a7 os vi .9 0•' 6, 0 u, �. >+ b
44 a) m cad 'cj p p p c00 W' C y �"p ,Q i "Q 0 8 124
O w N° ,o '0� i�.� ° O p O
cd ba in
6.4
4� SO 0 .9 a g .
10 T a
ba w g a ­4 A N :3 0 .9 4 rA
•� �3 �go b d'10 ?r• mrO�Ca V1AZ0
3� .-• P4 v 0 '� W Ld G >-. w w 'ti c
8 3 AO.+;cy �.o�� 'r'� as'°'� „�°' °-o'`"�OOoo,'�
Qi �. 00
� W .d vi A LLB *' W 4 ^.: Om
!r"A Q+1, �, 4 •�+ Q GO r o Qon
ps p a�- aQ l'' > �
$4 ° �O a2 iRnn + • o U �c`d;•d 3 o a'bi w O N 0+ Q v a V 0- 3
PH O �" > 0 � C4 cd N V �" > a� L" �>r' '� gyp" Lp 2 Q ^ 0 0 1 ,+' a!
'O b�A �d r y .Sy" O U >> v1 ~ b�D U •.�--� v M
m F+' N v� ..V., i, v " N 64 ,Q 6b C", 'U ti N r0i V .� W
Cp N O �'. >� N O a) �' i+ O >> IYi cd 0 a) �7
�.0 Id o 0 O vJ
Cd
O'�ram.+ bAn; 0.�� O y is
'b y o .a aoi rimv1
�.. �.+ m Q as O cOi
914
P-+ _ as c
00
An
N

M.

I�
. I;r
•
�
s �: 0
Q •:��:
•

45�1 CAPE FEAR
5040 New Centre Dnve, Suite D 250 North Church St.
Wilmington, N.C. 28403 Spartanburg, SC 29306
TEL [phone] TEL [phone]
FAX [phone] FAX [phone]
www. cape fearen_q. com
Engineering, Inc.
P:\230\230-28
TO: NCDENR
WATER QUALITY SECTION
ATTENTION LINDA LEWIS
TV `�
L
3 02001
Transmittal
DATE: August 30 2001
PROJECT NO: 230-28
RE: MAGNOLIA GREENS 9 & 10
SW8 981008
Quantity Drawing No. Description
1 Response to Add -info: SW8 981008
1 Response to Add -info: SW8 970104
REMARKS Linda: Per my phone message and e-mail, please replace the add -info submitted on
August 7, 2001 with the attached package. Please ignore the August 7,2001 submittal.
CC: File CAP EA Engineering, Inc.
CNfI/SSr��/fF.U51 Zi9A0v'g21C
Signed
K. DAVIS FENNELL, PE
1Admin\STORMWTR\trans3OAUGOI-LEWIS.doc

CAPE FEAR
`= . Engineering, Inc.
August 30, 2001
Linda Lewis
NCDENK
Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: Magnolia Greens Master Plan
Stormwater Project No. SW8 970104
Dear Ms. Lewis:
RECEIVED
AUG 3 0 2001
DWQ
PROD #
Please find enclosed the response to your request for additional information for the
above referenced project:
I . The Wet Detention Basin Supplement, DC51gnei-5 Certification, and sealed designed
calculations for Pond# I , 015 Submitted in a previous revision that went statutory, are
attached.
2. See item I.
3. No other plan sheets have been revised. Pond# I has not been revised, for this
revision or the revision that went statutory. No new details for Pond# I are
nece55ary. Only the plan view Stormwater Master Plan has been revised. Please
attached the revised plan to the 5heet5 that you already have to form a new
approved plan set.
4. The master plan summary has been revised.
5. The vicinity map has been revised.
We have also deleted the road stub to future development in this drainage basin and
replaced it with 2 51ncjle- family lots at 5,000 SF of BIJA. Also attached are duplicate
copies of a revised page 2A of the application and revised Low Density Supplement.
I trust this information to be Sufficient for your review. If you have any clue5tion5,
comments, or require additional information regarding this matter, please contact this
office.
T;.I
k yo ,
CA% .
K. Davi5 Fenn II, PE
Cc: Chris Stephens, Landmark
file (230-3 1 "30")
5040 New Centre Or., Suite D - WiImineton, NC 28403 - TEL: [phone] - FAX. [phone]
250 worth Chuch Street - 5partanburg, SC 29306 - TEL: [phone] - FAX. [phone]

�Of
N
OD a
h
N~
r" poi'
� P
s� s�
z
Z
o
,3
W
c
Q
Q
0
Z
V
N
Q
0
.
J
Q-
O
i
0
-
i
ks
N
'1

WET POND DATA SHEET
SECTIONS 9/ 10 AT MAGNOLIA GREENS
POND#9-1
DRAINAGE AREA (Ad) =
IMPERVIOUS AREA (Ai):
BUILDINGS:
ROADS:
SIDEWALKS:
OTHER ON -SITE:
TOTAL:
PERCENT IMPERVIOUS (1):
I Ad/Ai = 3 2.7 1 %
2G.9 ACRES
2.89 ACRES , �to«ttatntrrtr�Q�oD�bO(
1. 13 ACRES +`'Q.�� CARd�'
.°�Q F"Sys''•.
0.30 ACRES o pss�oy 9
4Q
4.48 ACRES SEAL
5.80 ACRES 024908
r
r'f•, �' �N�►
�' S FENS
°rrrrttttsoef,r
POND# I SHALL BE 7DEEP AND DESIGNED TO REMOVE 90% TSS.
SA/DA= I.1813%
REQUIRED SURFACE AREA AT PERMANENT POOL:
SAREQ.= 0.3I777 AC. = 13842 SF
5URFACE AREA PROVIDED AT PERMANENT POOL (EL. 2 1)= I G843 SF
y.......................................................................................................................
SA PROV'D= I G843 > 13842 =5A R.EQ'D OK
•.........................................................................................................................:
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM SCHUELER):
Rv=0.05+0.009*(I)
Kv= 0.344424
VOLUME= I "*Rv*Ad = 0.77208 AC -FT
= 33G32 FT" 3
VOLUME PROVIDED AT TEMPORARY POOL:
A SF
23
IG843
24
19329
25
21792
2G
245GG
INCREM. TOTAL.
VOL. (CO VOL. (CF)
0 0
1808G
1808G
205GO.5
38G4G.5
23 179
G 1825.5
POND#9- 1 DATA 5HEET
PAGE I OF 3
REV: AUGUST, 2001

5ET TEMP. POOL ELEVATION:
REQ'D EL.= 24.783GG *-5AY 25.3
VOL. PROV'D = 409G5 CF
....................................................................................................................
VOL. PROV'D= 409G5 > 33G32 =VOL. REQ'D OK
....................................................................................................................:.....:
FOREBAY 51ZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
J.
5A (Sf),
VOL. (M
VOL. (CF)
I
5127
0
0
17
G349
5738
5738
18
7712
7031
127G9
19
9209
84G1
21229
20
10542
1002G
31255
21
12715
11780
43035
21 .G4
14025
8558
51592
<-- REQ'D 5A
22
14750
5179
5G772
23
IG843
15797
725G8
REQ'D VOLUME = 20% TOTAL =
10318
CF
<-- BASED ON PROVIDING THE
MINIMUM REQUIRED SURFACE
AREA, CALCULATE 20% OF
CHECK FOREBAY VOLUME:
MINIMUM BASIN VOLUME.
INCREM.
TOTAL
EL
5F
VOL. (CF)
VOL.
19
1521
0
0
20
2029
1775
1775
21
2GO4
23 1 G.5
4091.5
22
324G
2925
701G.5
23
3950
3598
1OG14.5
PROV'D VOLUME =
..........................................................................................................................
I OG 14.5
CF %4' DEEP
FOREBAY)
' VOL. PROV'D=
.........................................................................................................................
I OG 14.5
=
10318
=VOL. REQ'D OK
s .
POND#9-1 DATA 5HEET
PAGE 2 OF 3
REV: AUGUST, 2001

ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAY5
Q2= O. ! 94G29 C. 5 (FOR 2 DAY DRAWDOWN)
Q5= 0.077852 CP5 (FOR 5 DAY DRAWDOWN)
SELECT A 2" CIRCULAR ORIFICE, EL. 23.0' (PERM. POOL EL.)
Q PROV'D= Cd*A*(2gh) ^ 1 /2
Q PROV'D= 0. 1 10589
WHERE: Cd= O.G
A= 0.0218 5F
g= 32.2 FP5/5
h= AVE. HEAD=(2.3'-1 Y 1 2)/2
1.11 '
....................................................................
Q2> 0.1 10589 >Q5 OK
.....................................................................
DRAWDOWN TIME:
TIME = VOLUME = 3.51957 DAYS
Q PROV'D
POND#9-1 DATA 5HEET
PAGE 3 OF 3
REV: AUGUST, 2001

E
BURY COURT
ass
I /O
�0`
Y'*� \0 ,-'
O,9 �-9 /0 OTHER ON -SITE AREA - SWS 970104
._ /OAT 5K LOTS ALLOCATED 5,000 SF OF BUA. ALL
,>r OTHER LOTS ALLOCATED 4, 000 SF BUA.
104.6 /04
.gyp /pq-s ♦ ♦` 5-41
oq,� ♦� sK , 8-42
\pP, coy /oq � q
9_/N q, q, Cl4 2 s ..
-�3 /4 q` 8 :.fir:. • �• .8. :
Cl-
9,
.•f9s1' 3q, 133
q! ` ;•;•' ' 0 8 - 51
200 0 200 400 +
1 INCH = 200
ON -SITE SWS g81008
OTHER ON -SITE
SWS g70104
��ROADS/SW 62 057 SF
��ROADS/SW q5 258
SF
LOT5
LOTS
21@4 000 SF
84,000 SF
15@4 000 5F
60,000
SF
2@5 000 5F
10,000 5F
8@2 500 5F
20,000
5F
11@2 000 5F
22,000 5F
10@2 000 5F
20,000
5F
4@2 500 5F
10 000 SF
TOTAL LOTS
100,000
5F
TOTAL LOTS
126,000 SF
TOTAL OTHER 1g5,258
(4.48
5F
AC)
TOTAL ON-51TE 1881057 SF
(4.32 AC)
TOTAL IMPERVIOUS INVENTORY = 383 315 5F
8.80 AC),
.f*ROAD5/5W REMAIN UNCHANGED. IMPERVIOUS COVERAGE OF ALL
R0AD5/5W TAKEN FROM EXISTING PERMIT 5W8 0181008).
41
BESCRPTM REV.BY
DAW
CAPE FEAR
Engineering, Inc.
MWgEry NG9Ba0
,a �a
OEM nP �
amp n o au am: rmw
A9WMWM SPORMi Dm s a Mr. a
alo
MA�p+IOLIA gas
PCM 94

CAPE FEAR
Engineering, Inc.
August 7, 2001
Linda Lewis
NCDENR
Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: Sections 9* 10 at Magnolia Greens
Stormwater Project No. SW8 981008
Dear Ms. Lewis:
RECEIVED
AUG 3 0 2001
DWQ
PROD #
Please find enclosed the response to your request for additional information for the above
referenced project:
I . A section detail for Pond # 10 and outlet structure details have been added to the detail
sheet. Two sets of the revised plan and details are attached.
2. Road sections details (and plan view details of the cul-de-sacs) have been added to the
plan. Two sets of the revised plan and details are attached.
3. The areas within Magnolia Greens but outside of the SW8 981008 boundary are shown as
"Other On -site Area" in the calculations. Pages 2 and 2A of the application have been
revised and are attached (2 copies);
4. A plan view exhibit has been attached to the calculations delineating the. "On-91te area" and
the "Other on -site area". An impervious breakdown is also included on the revised plan.
5. The pond outlet structure has been revised to show a single 2" orifice. Revised calculations
and revised page I of the Wet Detention Basin Supplement are, attached.
G. Pond side slope vegetation and wetland species for the G: I shelf have been added to the
detail sheet.
We have also deleted the road stub to future development and in this area we have added 2
lots at 5,000 SF of BLIA. These lots will be added to the master permit (5W8 970104), but
are treated in Pond 9-1 . All necessary paperwork has been updated and is included in this
revised submittal.
I trust this information to be sufficient for your review. If you have any questions, comments, or
require additional information regarding this matter, please contact this office.
Thank you,
K. Davis Fennell, PF
Cc: Chris Stephens, Landmark
file (230-3 1 "30")
5040 New Centre Dr., Butte D • Wllmineton,.NC 2&403 • TEL: [phone] • FAX: [phone]
250 North Chuch Street • Spartanburg, SC 29306 0 TEL: [phone] FAX [phone]

c
I
4
0
go
E-0
LJt11.9
z
p
Z
o
w
Q
Q
N
�
�

CAPE FEAR
Engineering, Inc.
August 7, 2001
Linda Lewis
NCDENR
Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: Magnolia Greens Master Plan
Stormwater Project No. SW8 970104
Dear Ms. Lewis:
RECEIVED
AUG 0 7 2001
PROJ # .SW ?q�U1()�-1L(DD
Please find enclosed the re5pon5e to your request for additional information for the
above referenced project:
I . The Wet Detention Basin Supplement, Designers Certification, and sealed designed
calculations for Pond# I , as Submitted in a previous revision that went Statutory, are -
attached.
2. See item I .
3. No other plan sheets have been revised. Pond# I has not been revised, for this
revision or the revision that went statutory. No new details for Pond# I are
necessary. Only the plan view Stormwater Master Plan has been revised. Please
attached the revised plan to the Sheets that you already have to form a new
approved plan set.
4. The master plan summary has been revised.
5. The vicinity map has been revised.
I trust this information to be Sufficient for your review. If you have any questions,
comments, or require additional information regarding this matter, please contact this
office.
Thank y ,
K. Davi5 Fennell, PE
Cc: Chris Stephens, Landmark
file (230-3 1 "30")
5)40 New Centre Dr., Suite D • Wilmington, NC 26403 • TEL: [phone] • FAX- [phone]
250 North Chuch Street - Spartanburg, SC 29306 • TEL: [phone] • FAX, [phone]

RECEIVED
AUG 0 7 2001
PROJ # 'W$ 4- Hop
Ra�s ed
Wet Pond Calculations
3AO C 00
SEAL
0249M
`�CiIP1E�r
'��.,. _ �S FEN _.��•

EXISTING WET POND DATA 5HEET
PATIO I AT MAGNOLIA GREEN5
POND# I
PERMIT NO. 5W8 970104
ORA/NAGEAREA (Ad) =
1AWP' eR!/OU.S ARffA (Al)..
BUILDINGS:
ROADS:
PARKING:
51DEWALK5:
TOTAL:
PHA5E 3 BASIN 3��� 13��
ORAINAGEAREA (Ad) _
/MPERf//OUS AREA (Ai) -
BUILDINGS:
ROADS:
PARKING:
SIDEWALKS:
TOTAL:
TOTAL DRAINAGE AREA (Ad) =
TOTAL IMPERVIOUS
PEKCENT IMPERVIOUS (1):
I - Ad/Ai = 2G.82%a
141 . G ACRE5
25.55 ACRES
10.42 ACRES
0.00 ACRES
2.78 ACRES
38.75 ACRES
9.7 ACRES
1.20 ACRES
0.5 1 ACRES
0.00 ACRES
0. 12 ACRE-5
1.53 ACRE5
151.3 ACRES
40.55 ACRES
POND# I SHALL BE 7DEEP AND DE51GNED TO REMOVE 90% T55.
5A/DA= 1.0438%
REQUIRED SURFACE AREA AT PERMANENT POOL:
5Ap�EQ.= 1.5792G94 AC. = G8792.98 51'
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. I8)= 82200 SF
......................................................................................................................
5A PROV'D= 82200 > G5792.95 =5A REQU OK
........................................................................................................................:.:
POND# I DATA 5HEET
PAGE I OF 3
OCTOBER, 1999

MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM 5CHUELER):
Rv=0.05+0.009*(I)
Rv= 0.291358
VOLUME= I "*Rv*Ad = 3.G7392 AC -FT
10003G F T ^ 3
VOLUME PROVIDED AT TEMPORARY POOL:
INCREM.
TOTAL
F-L
5A (5F)
.VOL-(CD
Vol- (CF)
18
52200
0
0
19
87223
84712
84712
20
92299
897G1
174473
21
97754
95027
2G9499
SET TEMP. POOL ELEVATION:
REQ'D EL.= 19.8391 G5 .4—SAY 20.1 (AS -BUILT RIM EL.)
VOL. PROV'D = 183975. 1 5 CF
........................................................................................................................
VOL. PROV'D= 183975. 15 > 100035.8 =VOL. REQ'D OK
..........................................................................................................................
FOREBAY SIZING:
PERMANENT POOL VOLUME:
INCktM.
TOTAL
F1..
SA (5f)
VOL,_(Cffl
VOL, (CF)
II
37079
0
0
12
39751
38415
38415
13
42481
4111G
79531
14
58384
50432.5
1299G3.5
15
G2953
GOGG8.5
19OG32
I G
G7G44
G5298.5
255930.5
17
72444
70044
325974.5
18
52200
77322
40329G.5
REQ'D VOLUME = 20% TOTAL = 51 18G CF
---MIN. SURFACE AREA
USE TH15 VOLUME
TO SIZE FOREBAY.
-4 - (20% TOTAL = 80000 CF)
POND# I DATA 5HEET
PAGE 2 OF 3
OCTOBER, 1999

CHECK FOREBAY VOLUME:
INCREM.
TOTAL
EL..
SA-a5A-aD
VOL (CF)
VDI—f M
14
1311G
0
0
15
14837
13977
13977
10
1GG24
15731
29707
17
184GO
17542
47249
18
22200
20330
G7579
PROV'D VOLUME = G7579 CF (4' DEEP POREBAY)
........................................................................................................................
MAX. VOL. (80000) > PROV'D VOL. (G7579) > MIN. VOL. (5 1 18G)
...........................................................................................................................
'FOREBAY MEETS DESIGN CRITERIA
ORIFICE SIZING: REQ'D DRAWDOWN TIME — 2-5 DAYS
Q2= 0.92G 1332 CFS (FOR 2 DAY DRAWDOWN)
Q5= 0.3704533 CFS (FOR 5 DAY DRAWDOWN)
SELECT 2 x 4" CIRCULAR ORIFICE, EL. 18' (PERM. POOL EL.)
Q PROV'D= 2'(Cd'A'(2gh)^ 1/2) WHERE: Cd= O.G
A= 0.05727 SF
g= 32.2 FPS/5
h= AVE. HEAD =(2. P-27 1 2)/2
= 0.9G7
Q PROV'D= 0.82G385 1
.................................................................. ;
Q2> 0.82G3851 >Q5 OK
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . .
DRAWDOWN TIME:
TIME = VOLUME = 2.24141 DAYS
Q PROV'D
POND# I DATA 5HEET
PAGE 3 OF 3
OCTOBER, 1999

North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
July 19, 2001
Mr. Chris Stephens, President
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406
�. MI.Pt,
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NIQURAL RESOURCES
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970104 Modification
Magnolia Greens Master Plan
Brunswick County
Dear Mr. Stephens:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Magnolia Greens Master Plan on May 14, 2001. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwatcr
review:
1. Please provide a new wet detention supplement for Pond 1, since the design parameters have
changed. The last Pond 1 supplement I have was signed in October, 1999. If this pond was part of
the last revision that went statutory, I need to have that information before a permit can issued.
2. Please provide revised, sealed calculations for the revision to Pond 1.
3. None of the other sheets associated with this plan set were submitted. Please specify if the sheets I
already have are to be attached to this new Master Plan, to form the new approved plan set. Are any
revisions to the Pond 1 details needed?
4. The Master Plan summary indicates that the 991136 revision, (Phases 3 & 4) which made Parcel B a
patio home site instead of a multi -family site, is to be treated in a detention pond. The permit, issued
on January 30, 2001, approved a 30% low density site with a curb outlet system, with a small
portion of the project's runoff being treated by Pond 1. Please correct this on the Master Plan
summary.
5. Please add the nearest major intersection to the vicinity map.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Stephens
July 19, 2001
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 August 19, 2001, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you need additional time to submit the information, please mail 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].
RSS/arl
cc:
Sincerely,
4�� X�o
Linda Lewis
Environmental Engineer
S:1WQSISTORMWATIADDINF01970104 Modification.JUL
Linda Lewis
Davis Fennell, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

CAPE FEAR
Engineering, Inc.
5040 New Centre Drive, Suite D 250 North Church St.
Wilmington, N.C. 28403 Spartanburg, SC 29306
TEL [phone] TEL [phone]
FAX [phone] FAX [phone]
www.capefeareng.com
TO: NCDENR
I WATER QUALITY SECTION
ATTENTION LINDA LEWIS
6r
on OP 0 ("o
Transmittal .
DATE: MAY 14, 2001
PROJECT NO: 230-09
RE: MAGNOLIA GREENS
SW8 970104
Quantity
Drawing No.
Description
2
ORIGINAL + 1 COPY: APPLICATION
2
ORIGINAL + 1 COPY: LOW DESNITY SUPPLEMENT
2
COPIES: STORMWATER MASTER PLAN
IRRCEIVED
MAY t
WQ b lr,6)
REMARKS
CC: File
CAPE,f EAR Engineering, Inc.
Signed?.
K. DAVIS FENNELL. PE
11CAPE_FEARIDATAIPROJECT'S12301230-SW-MASTERItrans14MAY01-LEWIS.doc

RECEIVED
DEC 18 2oOO
Calculations DWO
PROD # 33( 00
For
Phase III and IV at
Magnolia Greens
Proj. No. SW8 991136
11 /3/00
FESSI0 9
SEAL -
024908
Prepared By:
Cape Fear Engineering
5040 New Centre Dr., Suite D
NAlilmington, NC 28403
Tel: [phone]
Fax: [phone]

0
Magnolia Greens Phases III and IV
Calculations (Swale #1)
Cc
Iio
0
Cc Composite rational runoff coefficient = (Impervious area* 0.95 +
Pervious area * 0.15)/Drainage area = 0.38
137.2656
I10 = Rainfall intensity (infhr) = = 653 in.fhr
(T. + 25.5) 0.8617
3 0.385
L
Tc = Time of concentration (min) = H = 8.8 min
128
L = Length of run (ft) = 750 ft
H = Elevation change (ft) = 5 ft
Q = Flowrate (cfs) = CIA =15.47 cfs
A = Area (acres) = 6.2 acres
Depth
Depth (ft) = y
Use mannings equation to solve for y:
Q— 1.49A*R 3 *SY=15.47cfs
n
n = Mannings roughness coefficient = 0.03
A = Cross sectional area of flow (sf) = (Bottom width * Depth) + (Side slope ratio
Depth2) = 0 + 5y2
R = Hydraulic radius (ft) = A A
P
P = Wetted perimeter (ft) = Bottom width + 2 * Depth * 1 + Side slope ratio2
= 0 + 2y 1 + 52 : therefore R = 0.49y
S = Longitudinal slope (ftfft) = 0.005
Reformulate mannings equation:
e F
!+p p
3
y 1-
y =1.14 ft
Velocity
V = Velocity (fps) V = Q = 2.38 fps
A Stormwater Calculations Page 1

Magnolia Greens Phases III and IV
Calculations (Swale #2)
Cc
Ilo
M
Cc = Composite rational runoff coefficient = (Impervious area * 0.95 +
Pervious area * 0.15)/Drainage area = 0.38
I10 = Rainfall intensity (in/hr) = 137.265608617 = 6.64 in.1hr
(Tc + 25.5)
L3 0.385
H
Tc = Time of concentration (min) = 128 = 8.13 min
L = Length of run (ft) = 650 ft
H Elevation change (ft) = 4 ft
Q = Flowrate (cfs) = CIA =16.66 cfs
A = Area (acres) = 6.6 acres
Depth
Depth (ft) —y
Use mannings equation to solve for y:
Q— 1.49A*R 3 *S2 =16.66cfs
n
n = Mannings roughness coefficient = 0.03
A = Cross sectional area of flow (st) = (Bottom width * Depth) + (Side slope ratio
Depth2)=0+5y2
R = Hydraulic radius (ft) = P
P = Wetted perimeter (ft) = Bottom width + 2 * Depth * 1 + Side slope ratio2
= 0 + 2y 1 + 52 : therefore R = 0.49y
S Longitudinal slope (ftfft) = 0.005
Reformulate mannings equation:
s Q
y ' 10.88
y =1.17 ft
Velocity
V = Velocity (fps) V = Q 2.43 fps
A Stonnwater Calculations Page 2

Magnolia Greens Phases III and IV
Calculations (Swale #3)
M
Iro
0
Cc Composite rational runoff coefficient (Impervious area* 0.95 +
Pervious area * 0.15)/Drainage area = 0.29
I10 = Rainfall intensity (inUhr) = 137.2656o.s617 6.40 in.1hr
(T� + 25.5)
3 0.385
L
H
Tc = Time of concentration (min) = 128 = 9.59 min
L = Length of run (ft) = 750 ft
H = Elevation change (ft) 4 ft
Q Flowrate (cfs) = CM =15.04 cfs
A = Area (acres) = 8.2 acres
Depth
Depth (ft) = y
Use mannings equation to solve for y:
Q-1.49A*R 3*SY=15.04cfs
n
n = Mannings roughness coeqz'cient : 0.03
A = Cross sectional area offlow (sf) = (Bottom width * Depth) + (Side slope ratio
Depth2) = 0+5y2
R Hydraulic radius (ft) = P
P = Wetted perimeter (ft) = Bottom width + 2 * Depth * 1 + Side slope ratio2
= 0 + 2y 1 + 52 : therefore R = 0.49y
S = Longitudinal slope (ftfft) = 0.005
Reformulate mannings equation:
! f Q
y 3 1 V.88
y =1.13 ft
Velocity
V = Velocity (fps) V = Q = 2.36 fps
A Stormwater Calculations Page 3

Magnolia Greens Phases III and IV
Calculations (Swale #4)
Cc
I10
R�
Cc Composite rational runoff coefficient (Impervious area* 0.95 +
Pervious area * 0.15)/Drainage area = 0.38
2656
I10 = Rainfall intensity (infhr) = 13 7.o.a6r� = 6.52 in.fhr
(K + 25.5)
- 0.385
Tc = Time o concentration = - H = f on (man) 128 8.85 man
L = Length of run (ft) = 700 ft
H Elevation change (ft) = 4 ft
Q = Flowrate (cfs) = CIA =12.90 cfs
A = Area (acres) = 5.2 acres
Depth
Depth (ft) = y
Use mannings equation to solve for y:
Q_ 1.49A*RZ3 *SY=12.90cfs
n
n = Mannings roughness coefficient = 0.03
A = Cross sectional area of flow (sf) = (Bottom width * Depth) + (Side slope ratio
Depth Z) = 0 + 5y 2
R = Hydraulic radius (ft) _
A
P
P = Wetted perimeter (ft) = Bottom width + 2 * Depth * V1 + Side slope ratio
= 0 + 2y 1 + sZ therefore R = 0.49y
S = Longitudinal slope (ftfft) = 0.005
Reformulate mannings equation:
8 F Q
y 3 10.38
y=1.07ft
Velocity
V = Velocity (fps) V = Q = 2.25 fps
A Stormwater Calculations Page 4

Magnolia Greens Phases III and IV
Calculations (Swale #5)
Cc
Iio
M
Cc = Composite rational runoff coefficient = (Impervious area * 0.95 +
Pervious area * 0.15)/Drainage area = 0.41
137.2656
I,0 = Rainfall intensity (infhr) = o.ael� = 6.53 in.fhr
(Te + 25.5)
3 0.385
L
H
Tc = Time of concentration (min) = 128 = 8.8 min
L = Length of run (ft) = 750 ft
H = Elevation change (ft) = 5 ft
Q = Flowrate (cfs) CIA 15.69 cfs
A = Area (acres) = 5.9 acres
Depth
Depth (ft) = y
Use mannings equation to solve for y:
Q_ 1.49A*RY *SY=15.69cfs
n
n = Mannirgs roughness coefficient = 0. 03
A = Cross sectional area of flow (sf) = (Bottom width * Depth) + (Side slope ratio
Depth 2) = 0 + 5Y 2
R = Hydraulic radius (ft) = A A
P
P = Wetted perimeter (ft) = Bottom width + 2 * Depth * 1 + Side slope ratio
= 0 + 2y 1 + 52 therefore R = 0.49y
S = Longitudinal slope (fifft) = 0. 005
Reformulate mannings equation:
s Q
y
3
1110.88
y =1.15 ft
Velocity
V = Velocity (fps) V = Q = 2.37 fps Stormwater Calculations Page 5

O (A
cn
ID
Co
O W
(n
CO
I
CX)
O Cf)
Cl)
oo
CX)
= o
m-
C
= o
m-
C
= o
m-
C
mmmr
D
mr1rnr
D
rnrnmr-
D
D
D
�
D
�
Z
F-
7�
U)
I
r-
(A
I
r
�
CO
c)
�
Cf)o
�
�
v
�
v
X
D
>
D
Z
O
Z
—i
O
Z
D
D
D
D
D
C)
r
G7
r
G7
ii a
ii
u
m
a ii
ii
u
m
n
ii u
u
ii
0000
>
ii
000--
>
000-
>
0 j
Ui
J
m
o0
0-
(A
(A
m
�I
O�
CA
�"�
,
m
0
�
°'
D
J
o -'
00
0°
>
`n
0 0
0o
D
n n
C-) n
n
n
n
n
W
n
n
n n
n n
C)n
n
n
N
n
n 0
n n
Q
n
n
n
O (n
(n
co
CO
O
C
m
O
40
-1
C
o-4
m
C�
m m
�D�z
m
r
D
m m
�>
m
r
D
m
>�z
m
o
D
.-.r(n
I
..rcn
X
--I
(nG
—�
m
D
--A
m
D
--A
D
Z
O
`-
Z
0
Z
C
D
Gam')
G7
n u
n
ii
m
ii ii
n
u
m
n
u ii
ii
ii
m
ii
N
0
0
>
u
000
-'
>
00
O
O
>
CD
-'
Ui
N
o
m
CD
N
N
00 CJi
a)
O
CA
m
cn
CW
O —
O W
-P
O
a)
m
D
D
D
Q
n
n n
n n
n
n
n
n
CY)
n
n
n n
n n
n
n
n
n
a
n
n n
n n
❑
n
❑
n
4�k-