SW8990453_HISTORICAL FILE_19990922

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
VV�c1 0CA 21
YYYYMMDD

State'.cf North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
September 22, 1999
Mr. David Edwards, Vice President
bluegreen, Carolina Land, Inc.
PO Box 770
Supply, NC 28462
IL
NC®ENR
NORTH GAOLINA DEPARTMENT OF
ENVIRONMENT ANO NATURAL RESOURCES
Subject: . Permit No. SW8 990453
Amenity Center @ Winding River
Offsite Stormwater Project
Brunswick County
Dear Mr. Edwards:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Amenity Center @
Winding River on August 16, 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
990453, dated September 22, 1999, for the construction of Amenity Center @ Winding River.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory
hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a
written petition, conforming to Chapter 150B ofthe North Carolina General Statutes, and filed witlithe 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 Scott Vinson, or meat (910)
395-3900.
Sincerely,
Rick Slaver
Water Quality Regional Supervisor
RSS/sav: S:\WQS\STORMWAT\PERMIT\990453.SEP
cc: Jay Houston, P.E.
Delaney Aycock, Brunswick County Inspections
Clear Water Place, Inc.
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr. Eat., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 990453
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
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
bluegreen, Carolina Land, Inc.
Amenity Center @ Winding River
Brunswick County
FOR THE
construction of impervious areas to be treated in an off -site permitted stormwater facility, in compliance with the provisions
of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit. The stormwater runoff from the site will be routed to a wet detention pond operated and
maintained by Clear Water Place, Inc. under the terms and conditions set forth in Permit No. 970936.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the following specified conditions
and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The built -upon area allotted to this development by Stormwater Management Permit
#SW8 970936 is 48,905 square feet. The project proposes 47,480 square feet.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit.
2

State Stormwater Management Systems
Permit No. SW8 990453
DIVISION
OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Clear Water Place @Winding River Plantation
Permit Number:
970936
Location:
Brunswick County
Applicant:
Mr. John Sabitini, President
Mailing Address:
Clear Water Place, Inc.
PO Box 6059
South Brunswick, NC 28470
Application Date:
September 26, 1997
Water Body Receiving Stormwater Runoff:
Lockwoods Folly River
Classification of Water Body:
"SC"
If Class SA, chloride sampling results:
N/A
Pond Depth, feet:
6
Permanent Pool Elevation, FMSL:
20
Total Impervious Surfaces, ft2:
222,330
Buildings 14@6174 ft2:
86,436
Pool and Tennis Courts, ft2:
22,825 (Portion of Amenity Area)
Amenity Building, ft2:
3,167 (Portion of Amenity Area)
Parking, ft2:
98,576
Sidewalk, ft2:
11,326
Offsite Area entering Pond, ft2:
none, per Engineer
Required Surface Area, ft2:
12,479
Provided Surface Area, ft2:
19,150
Required Storage Volume, ft3:
18,281
Provided Storage Volume, ft3:
20,335
Temporary Storage Elevation, FMSL:
21
Controlling Orifice:
2" diameter pipe
3

State Stormwater Management Systems
Permit No. SW8 990453
II. SCHEDULE OF COMPLIANCE
1. 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. Clear Water Place, Inc. 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.
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.
4. The penmittee is responsible for keeping the collection system on the lot clear of debris
5. Clear Water Place, Inc. must keep records of maintenance activities make them 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.
6. 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.
Clear Water Place, Inc. is responsible for providing, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification from an appropriate designer for the system installed, certifying that
the permitted facility has been installed in accordance with Stormwater Permit 4970936, the approved plans and
specifications, and other supporting documentation. Any deviations from the approved plans and specifications must
be noted on the Certification.
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.
9. This lot is limited to the amount of built -upon area indicated in the supporting calculations and per approved plans. The
project must have a built -upon area less than or equal to the amount permitted under Stormwater Permit #970936.
Additional built -upon area will require a modification to the overall Permit.
10. Clear Water Place, Inc. 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
permittee, and responsibility for meeting the built -upon area limit is transferred to the individual property owner.
11. No property 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 revision to the permit and receiving approval
from the Division.

State Stormwater Management Systems
Permit No. SW8 990453
12. 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, acquisition or selling of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
13. The Director may determine that other revisions to the project should require a modification to the permit.
14. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements
of the permit. Within the time frame specified in the notice, the pem- ttee 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.
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 formal permit request must be submitted to the Division of Water Quality accompanied by
an application fee, documentation from the parties involved, and other supporting materials as may be appropriate.
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, Clear Water
Place, Inc. 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.
The permittee grants permission for DENR Staff to enter the property for the purpose of inspecting all components of
the permitted stormwater management facility.
6. 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.
Permit issued this the 22nd day of September, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 990453

State Stormwater Management Systems
Permit No. SW8990453
Amenity Center @ Winding River
Stormwater Permit No. SW8 990453
Brunswick County
Designer's Certification
I, as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 990453
Certification Requirements:
The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
it. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspector

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be phoWcopmd for use as an original
I. GENERAL INFORMATION
1. Appficants name (specify the name of the corporation, individual, etc who owns the project):
bluegreen, Carolina Land, Inc.
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
David Edwards Vice President
3. Mailing Address for person listed in item 2 above:
City Supply State NC Z# 28462
Telep1oneNurriber ( 910 ) 755-7020
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Amenity Center @ Winding River
5. Location of Facility (street address):
City Lockwood Folly County. Brunswick
6. Directions to facility (from nearest major intersection):
7. Latitude 78° 14' Lgug±ude: 33° 58' of facility
8. Contact person who can answer questions about the facility.
Name David Edwards TelephcneNumber. ( 910 1 755-7020
IL PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
the eastiigpemutrnmiber and its issue date (if known)
Project is covered under low density permit for overall Winding River Plantation
Farm SWU-101 April 1998
Page I of 4

3. Specify the type of project (check one):
Low Density _High Density _Redevelop _General Permit X Other
4, Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control _404 Pernut
III. PROJECTINFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) descnbing stormwater management for the project.
Parking area for project is treated in adjacent elear Water Place Stormwater Pond;
Permit No. SW8 970936. Amenity Center is covered in overall stormwater permit for
Winding River; Permit No. SW8 961109
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Project Are& 5.3 acres
5. How many drainage basins does the project have? 2
4. Project Bulk Upcn exea:a0.2 ore
6. 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.
Ir, , ('i oar urarer cre n.,,,a
IIMMVI�CAnd µ�BaSm:�'G%'°�s•-"
x' "---��'r�'•firia
Receiving Stream Name
Sandy Creek
sandy Creek
Receiving Stream Class
Csw
C sw
Drainage Basin Area
2.2 Ac.
3.1 Ac.
E)dsting Impervious* Area
0.82 Ac.
-0-
Proposed Impervious Area
0.27 Ac.
0.51 Ac.
% Impervious Area (total)
49.5 %
16.5 %
OEM*
0.07 Ac.
On -site Buildings
-0-
On -site Streets
-0-
-0-
On-site Parking
0.82 Ac.
-0-
On-site Sidewalks
0.05 Ac.
0.09 Ac.
Other on -site
0.22 Ac.
0.35 Ac.
Off -site
-0-
Total:
7-= 1.09 Ac.
Impervious area is defined as the built upon area including, but not ttmrtea to, trurtatngs, roaas, paring
areas, sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SWU-101 April 1998 Page 2 of 4

By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will nm 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. AGENTAUTHORIZ.ATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section
Designated agerou ividualorfimt). Houston and Associates, P.A.
Mailirg
�� Post Office Box 627
Shallotte State NC � 28459
per( 910 ) 754-6324
Fax ( 910) 754-2121
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the sabmittaL
Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
• 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, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
VII. APPLICANTS CERTIFICATION
I, (print or type name of person listed in General htforntatiort, item 2) David Edwards
certify that the information included on this permit application fort is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge the
proposed project 964iplies witk* requirements of 15A NCAC 2H .1000.
Date
Form SWU-101 April 1998
Page 3 of 4

ATTACHMENT A
1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
I. No more than *— square feet of any lot, including that portion of the right-of-way between the
edge of pavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The cooerumt may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated I00 foot long grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project
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 SWU-106 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit
Low Density
High Density
Other
Director's Certification
General Permit
New, Modification, or
Late Renewal
5225
$385
S225
$350
$$50
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a
Form SWU-101 April 1998 Page 4 of 4

HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLO=, NORTH CAROLINA 28459
Telephone [phone] R 1 r, �� _ V 117 Pine Street
Facsimile [phone] Post Office Box 627
AUG 161999
(BY:
ToDate: 81 13) 99
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HOUSTON and ASSOCIATES,
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 284,
Telephone [phone]
Facsimile [phone]
Mr. Scott Vinson, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Amenity Center @ Winding River
Lockwood Folly, North Carolina
Resubmittal of Stormwater Plan for Approval
Project No.: SW8 990453
Dear Mr. Vinson:
f-7 -- --
P.A. y
AUK 12 )J JJ -
9 BY. !
=1-1-71Pine Street
Post Office Box 627
Tuesday, July 20, 1999
Enclosed are two copies each of the revised Stormwater Plans in response
to your letter dated July 13, 1999, received on July 15, 1999. The following are
responses to respective comments: y✓&l1,,.Ad A-L , A- 4 s,L
e v
1. No wetlands exist on site. Added note to plans. b'^} No 1.� 11,h f a(,s���i w►e.
2. During a phone conversation with you on July 19, 1999, you
approved sheet flow from areas of the pool, tennis courts, and the
amenity"building, since the entire site is only 30.2% BUA and
since the overall stormwater plan approved under SW8 970936
allowed for this method of stormwater treatment.
3. The recorded deed restrictions and the engineer's certification for
the off -site pond are provided.
Should you have any comments or require any additional information.
please do not hesitate to contact our office at your convenience.
Sincerely,
Houston, P.E.
in and Associates, P.A.
JRH/cbj
Enclosures
pc: Mr. David Edwards, Winding River
File; 99-0090-6 (Winding River, Amenity Center, SW)

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
July 13, 1999
Mr. Jay Houston
Houston and Associates, P.A.
PO Box 627
Shallotte, NC 28459
WIM
/o
WDENR
NORTH GROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 990453
Amenity Center @ Winding River
Brunswick County
Dear Mr. Houston:
The Wilmington Regional Office received a Stormwater Management Permit Application for Amenity
Center @ Winding River on April 26, 1999. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1. Delineate all wetlands on site, or note on the plans that none exist.
The permit for the Clear Water Place pond takes into account the parking, tennis courts, pool
deck and the clubhouse. Please re -grade the area around the tennis courts, pool, and
clubhouse so that all of the impervious runoff is collected by the catch basins which lead to
the Clear Water detention pond.
3. Please have submitted both the recorded deed restrictions and the engineer's certification for
the off -site pond so that the Off -Site Supplement Form can be initialed at the bottom of page
1 of 2. As of now there are no outstanding Notices of Violation and the system will be in
compliance with their permit as soon as the deed restrictions and engineer's certification are
submitted to this Office.
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 13, 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,
Scott A. Vinson
Environmental Engineer
RSS/sav: S:\WQS\STORMWAT\ADDINFO\990453.JUL
cc: Wilmington Regional Office
David Edwards
127 Cardinal Dr. Est., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled110% post -consumer paper

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0.3045
0.1022
0.0133
0.0778
0.1933
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0,1304
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0.2812
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0.3170
0.0590
0.2718
0.6478
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0.7030
0.1761
0.0200
0.1806
0.1410
0.5177
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1.0298
0.2908
0.0417
0.4386
------
0.7711
F
0,3323
0.1238
0.0142
0.0784
0.0278
0.2442
0.6834
0.2130
0.0368
0.2969
------
0.5467
H
0.6120
0.1857
0.0317
0,2116
------
0.4290
1
1.5557
------
------
-
0.3496
------
0.3496
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0,3137
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------
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0.2159
0.1450
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0,1450
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0.1479
0.1106
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0.9456
0.3222
0.0183
0.0098
0.2173
0.5676
N
0.4253
0.1459
0.0155
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0.1381
0.2995
SCALE: 1"=40'
I

i
2
I
H 0.6120
()
. I bt) /
1.5557
------
0,3137
-------
K 0.2159
0.1450
L 0.1479
0.1106
m 0.9456
0.3222
N 0.4253
0.1459