SW7060614_Modification_20160331

�i
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
March 31, 2016
PAT MCCRORY
Gnvemar
Secrelary
TRACY DAVIS
Director
Dawson Creek Property Owners Association, Inc
Attn: Mr. Harry Rogers
232 Park Lane
Oriental, NC 28571
Subject: Modification for
Stormwater Permit No. SW7060614
Dawson Creek Subdivision
Low Density/Curb Outlet System
Pamlico County
Dear Mr. Rogers:
The Washington Regional Office received your request to transfer the state
stormwater permits for Dawson Creek Subdivision to the Property Owners Association
on September 28, 2015. Revised plans and documents were received on March 23,
2016. 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. SW7060614 (modification) dated March 31,
2016, for the construction of the subject project.
This permit replaces all previous stormwater permits for this project, and shall be
effective from the date of issuance until rescinded and shall be subject to the conditions
and limitations as specified therein, and does not supercede any other agency permit
that may be required.
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 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 me at [phone].
Sincerely,
Bill Moore
Engineer Associate
cc: Pamlico County Building Inspections
Washington Regional Office
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
943 Washington Square Mall. I Washington, NC 27889
252-946-6481 T

State Stormwater Management Systems
Permit No. SW7060614
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH CURB OUTLET SYSTEMS
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
Dawson Creek Property Owners Association, Inc
Dawson Creek Subdivision
Pamlico County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with curb
outlet systems 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 Energy, Mineral, and Land Resources (Division) and considered a
part of this permit for Dawson Creek Subdivision located off Janeiro Road near
Oriental, NC:
This permit replaces all previous state stormwater permits for this project, and shall be
effective from the date of issuance until rescinded and shall be subject to the following
specific conditions and limitations:
I. DESIGN STANDARDS
This permit is for the transfer of stormwater permits SW7060614 & SW7070903,
originally issued to Coastal Marketing & Development, to the POA. The modified
Perm] t includes Phase 1, Lots 1-134; and Phase 1, Section 2, Lots 201-299.
Due to lot combinations, there are actually 131 lots shown as Phase 1; and 72
lots shown as Phase 1, Section 2. These lot combinations are shown in the
attached allowable built upon tables. Each of the lots are limited to a maximum
built -upon area (see Attachment) as defined by the stormwater rules, and as
indicated in the approved plans.
2. The overall tract built -upon area percentagge for the project must be maintained
at 25%, per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale
or 100' vegetated area shown on the approved plan must be maintained at a
minimum of 100' long, maintain 6:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated cover, and be located in either
a dedicated common area or a recorded drainage easement.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW7060614
No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an imperious surface such as a road or under driveways to
provide access to lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
II. SCHEDULE OF COMPLIANCE
Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built -upon surface, per the approved plans
During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering 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 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, and
responsibility for meeting the built -upon area limit is transferred to the individual
property owner, provided that the permittee has complied with the requirements
of Section 11.12 of this permit.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW7060614
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans andspecifications. Any deviation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
8. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
Each lot in the subdivision covered by this permit will maintain a minimum 50 foot
wide vegetative buffer between all impervious areas and surface waters.
10. All roof drains must terminate at least 50' from the Mean High Water mark.
11. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
12. Recorded deed restrictions must include, at a minimum, the following
statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7060614
Modification, as issued by the Division of Energy, Mineral, and Land
Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Energy, Mineral, and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division.
The maximum built -upon area per lot is (see Attachment) square feet.
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina, driveways, and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
swales, etc.) associated with the development except for average
driveway crossings, is prohibited by any persons.
Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
A 50' vegetated buffer must be maintained between all built -upon area
and the Mean 'High Water line of surface waters.
Page 4of6

State Stormwater Management Systems
Permit No. SW7060614
All roof drains shall terminate at least 50' from the Mean High Water
mark.
k. Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain
5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner, maintain
a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement.
13. The permittee must submit a copy of the recorded deed restrictions within
30 days of the date of recording.
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 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.
15. Prior to transfer of ownership, the swales must be inspected and determined to
be in compliance with the permit. Any deficiencies will be repaired or replaced
prior to the transfer.
16. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Energy,
Mineral, and Land Resources, in accordance with North Carolina General
Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit transfer request must be
submitted to the Division accompanied by the appropriate fee, documentation
from both 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. The permittee is responsible for compliance with
all the terms and conditions of this permit until the Division approves the permit
transfer.
Page 5 of 6

State Stormwater Management Systems
Permit No. SW7060614
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal) which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be submitted.
The permittee grants permission to DEQ Staff to enter the property during
business hours for the purposes of inspecting the stormwater control system and
it's components.
8. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 31 st day of March, 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
---------------------- - - - ------------------------ for
Tracy E. Davis, PE, CPM
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Permit No. SW7060614 Modification
Page 6 of 6

r
0" 467 PAGE 7W MC: 040450DO3
Attachment - A
Dawson Creek Subdivision
Built -Upon Area
April 20, 2006
LOT
NUM.
OVERALL
LOT AREA
SF
OVERALL
LOT
ACRES
WETLANDS
ACRES
ALLOWABLE
BUILT UPON
ACRES
BUILT UPON
Per Lot
BUILT UPON
Per Lot
ACRES
BUILT UPON
Per Lot
SF
1
329,314
7.56
0.00
7.56
25%
1.89
82,328
2
6.1,162
1.45
0.30
L15
25%
0.29
12,524
3
45,302
1.04
0.07
0.97
25%
0.24
10,563
4
54,450
1.25
0.16
1A9
25"L,
0.27
11,870
5
52,272
1.20
0.34
0.86
30'%
0.26
11,238
6
99,317
2.28
0.87
1.41
25%
0.35
15,355
7
43,124
0.99
0.23
0.76
3096
0.23
9,932
8
35,719
0.82
0.01
0.81
30"0
0.24
10,585
9
124,582
2.86
0.71
2.15
25'7
0.54
21,414
10
77,003
1.63
0.12
1.51
25%
0,38
16,444
11
64,033
1.47
0.24
1.23
25%
0.31
13,395
12
46,174
1.06
0.19
0.87
30%,
0.26
11,369
13
45,302
1.04
0.32
0.72
30%
0.22
9,409
14
50,094
1.15
O.T2
1.03
25%
0.26
11,217
15
73,181
1.68
0.24
1.44
25%
0.36
15,682
16
89,298
2.05
0.62
1.43
25%
0.36
15,573
17
72,745
1.67
R70
0.97
25'Y,
0.24
10,563
18
97,139
2.23
0.89
1.34
25%
0.34
14,593
19
67,518
1.55
0.42
1.13
25%
0.28
12,306
20
37,897
0.87
0.05
0.82
25%
0.21
8,930
21
33,106
0.76
0.00
0.76
25"L,
0.19
8,276
22
104,544
2.40
0.80
1.60
25%
0.40
17,424
Z3
39,640
0.91
0.20
0.71
30%
0.21
9,278
24
39,204
0.90
0.14
0.76
25%
0.19
8,276
25
47,480
1.09
0.48
0.61
30'Y
0.18
7,971
26
50,094
1.15
0.11
1.04
25%
0.26
11,326
27
37,897
0.87
0.08
0.79
25%
0.20
8,603
28
49,223
1.13
0.15
0.98
25%
0.25
10,672
29
47,480
1.09
0.29
0.80
25%
0.20
8,712
30
38,333
0.88
0.06
0.82
25%
0.21
8,930
31
43,560
LOD
0.03
0.97
25%
0.24
10,563
32
50,965
1.17
0.38
0.79
25%,
0.20
8,603
33
140,263
3.22
1.93
1.29
25%,
Oil
14,048
34
120,226
2.76
1.16
1.60
259h
0.40
17,424
35
87,120
2.00
0.75
1.25
25%
0,31
13,613
36
43,996
1.01
0.23
0.78
25%
0.20
8,494
37
41,818
0.96
0.25
0.71
30%
0.21
9,278
38
65,776
1.51
0.35
1.16
25%
0.29
12,632
39
48,787
1.12
0.33
0.79
25%
0.20
8,6m
40
33,541
0.77
0.22
0.55
259/,,
U.14
5,990
41
40,075
0.92
0.15
0.7
25%
0.19
8,385
42
50,530
1.16
0.36
0.80
25'%
0.20
8,712
43
32,234 1
0.74
0.18
0.56
25%
0.14
6,098
7 16
W h '2.cJi�a
1 VP 6�a'44"Aej)
CP.I XXINH-1\III'_0WNF..N\LL%IA[ S 1\'I IMI]'\
u,ml nqm area Attachment A102o 2A, Pagel ol3 4/20/2006
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BOOK 467 PAGE 739 MC:040450001
Attachment - A
Dawson Creek Subdivision
Built -Upon Area
April 20, 2006
LOT
NUM.
OVERALL
LOT AREA
SF
OVERALL
LOT
ACRES
WETLANDS
ACRES
ALLOWABLE
BUILTUPON
.ACRES
BUILT UPON
Per Lot
BUILT UPON
Per Lot
ACRES
BUILT UPON
Per lot
SF
44
54,450
1.25
0.36
0.89
25%
0.22
9,692
45
46,174
1.06
OA8
0.88
25%
0.22
9,583
48
47,480
1.09
0.37
0.72
25%
0.18
7,841
49
98,881
2.27
0.62
1.65
25%
0.41
17,969
51
36,155
0.83
0.00
0.83
25'S.
0.21
9,039
52
35,719
0.82
0.00
0.82
25%
0.21
8,930
53
40,511
0.93
0.00
0.93
25%
0.23
10,128
54
41,818
0.96
0.00
0.96
25%.
0.24
10,454
55
38,768
0.89
0.00
0.89
25%
0.22
9,692
56
41,382
0.95
0.00
0.95
2.5%
0.24
10,346
57
37,026
0.85
0.00
085
25%
0.21
9,257
58
44,867
1.03
0.00
1.03
25%
0.26
11,217
59
44,867
1.03
0.00
1.03
25%
0.26
11,217
60
44,431
1.02
0.00
1.02
25%
0.26
11,108
61
27,443
0.63
0.00
0.63
25%,
0.16
6,861
62
30,928
0.71
0.00
0.71
25%'
0.18
7,732
63
35,284
0.81
0.m
0.81
25%
0.20
8,821
64
90,169
2.07
0.17
1.90
25%
OAS
20,691
65
81,457
1.87
0.54
1.33
25%,
0.33
14,484
66
40,075
0.92
0.17
0.75
2.5%
0,19
8,168
67
40,075
0.92
0.13
0.79
25%.
0.20
8,603
68
39,640
0.91
0.11
0.80
25%
0.20
8,712
69
41,818
0.96
0.15
0.81
25%
0.20
8,821
70
55,757
1.28
0.25
1.03
25'%
0.26
11,217
71
28,314
0.65
0.06
0.59
25%
0.15
6,425
72
28,750
0.66
0.11
0.55
25%
0.14
5,990
73
33,977
0.78
0.28
0.50
25%
0.13
5,445
74
39,204
0.90
0.23
0.67
3P/.,
0.20
8,756
75
49,223
1.13
0.14
0.99
25%
0.25
10,781
76
95,832
220
0.21
1.99
25%.
050
21,671
77
38,333
0.88
0.00
0.88
25%
0.22
9,583
78
48,787
1.12
0.00
1.12
2.5%
0.28
12,197
79
77,101
1.77
0.17
1.60
25%
0.40
17,424
80
51,836
1.19
0.12
1,07
25%
0.27
11,652
85
27,443
0.63
0.00
0.63
2.5%
0.16
6,861
86
24,829
0.57
0.00
0.57
25%
0.14
6,207
87
24,394
0.56
0.00
0.56
25%
0.14
6,098
88
24,394
0.56
0.00
056
25%
0.14
6,098
89
22,216
0.51
0.00
0.51
25%
0.43
5,554
90
22,216
0.51
0.00
0.51
25%
0.13
5,554
91
26,572
0.61
0.00
0.61
25'7
0.15
6,643
92
22,216
0.51
0.00
0.51
251y"
0.13
5,554
93
23,087
0.53
0.00
0.53
25%.
O.13
5,772
C:V UMIFI\III'_tlWNllt\T4 AIS-1\IEMP\
Builla,-,,,.., mmoh-1 Alwzax,¢.h Page 2 of 4/20/2006

8" 167 PAGE 74f) MC: 040450D03
Attachment - A ,
Dawson Creek Subdivision
Built -Upon Area
Apri120,2006
LOT
NUM.
OVERALL
LOT AREA
SF
OVERALL
LOT
ACRES
WETLANDE
ACRES
ALLOWABLE
BUILTUPON
ACRES
BUILT UPON
Per Lot
BUILT UPON
Per Lot
ACRES
BUILT UPON
Per Lot
SF
94
27,007
0.62
0.00
0.62
25%
0d6
6,752
95
23,522
0.54
0.00
0.54
259L,
0.14
5,881
96
25,700
0.59
0.00
0.59
25%.
0.15
6,425
97
69,696
1.60
0.53
1.07
25`L.
0.27
11,692
98
44,867
1.03
0,15
0.88
25%
0.22
9,583
99
52,708
1.21
0.41
0.80
25k
0.20
8,712
100
104,544
2.40
0.66
1.74
25%
0.44
18,949
101
120,661
2.77
1.43
1.34
25'Y
0.34
14,593
102
52,708
1.21
0.26
0.95
25%
0.24
10,346
103
48,352
1.11
0.17
0.94
25%
0.24
10,237
104
4.1,124
0.99
0.37
0.62
30%
0.19
8,102
105
43,996
1.01
0.25
076
25%
0.19
8,276
106
41,382
0.95
0.33
0.62
30%
0.19
8,102
107
29,185
0.67
0.05
0.62
25%
0.16
6,752
108
26,136
0.60
0.04
0.56
25%
0.14
6,098
109
30,056
0.69
0.00
0.69
25%
0.17
7,514
110
22,651
0.52
0.00
0.52
25-%
0.13
5,663
111
36,155
0.83
0.09
0.74
25'Y
0.19
8,059
112
47,490
1.09
0.00
1.09
25%
0.27
11,870
114
39,204
0.90
0.11
0.79
25%
0.20
8,W3
115
52,708
1.21
0.53
0.68
30"6
0.20
8,886
116
67,518
1.55
0.70
0.85
25%
0.21
9,257
117
68,825
1.58
0.69
0.90
2W.,
0.23
9,801
118
43,124
0.99
0.22
0.77
25%
0.19
8,385
119
49,223
1.13
0.29
0.84
25'9.
0.21
9,148
120
40,946
0.94
0.22
0.72
25%
0.18
7,841
121
24,394
0.56
0.00
0,56
2.5'Y
0.14
6,098
122
25,700
0.59
0.00
0.59
2.3%
0.15
6,425
123
25,700
0.59
0.00
0.59
25%.
0.15
6,425
124
25,26.9
0.58
0.00
0.58
25%
0.15
6,316
125
37,897
0.87
0.00
0.87
25%
0,22
9,474
126
36,155
0.83
0.00
0.83
25%
0.21
9,039
127
35,719
0.82
0.01
U.81
25%
0.20
8,821
128
33,106
0.76
0.16
0.60
25%
0.15
6,534
129
29,185
0.67
0.04
0.63
25'Y
0.16
6,861
130
25,265
0.58
0.03
0.55
25%
0.14
5,990
131
29,621
0.68
0.00
0.68
25%
0.17
7,405
132
39,640
0.91
0.37
0.54
30%
0.16
7,057
133
46,609
1.07
0.32
075
259%
0.19
8,168
134
36,155
0.83
0.00
0.83
25%
0.21
9,039
ROADWAYS
7.79
339,502
'Total Built Upon ImperoiousArea 37.94
1,652,684
ca�xxuMe-nlm rnvuex,d<x nnmml
1111iu urr^.,.e, Altodl-m ANXRu2.a. P'p3 of 4/20/2006

Attachwent
TOTAL
4E4
I Max. B
Lotmumber
{sf}
{ac)
Aifowed
pi
34,458"
0.79
8,615
902
32,818`
0:75
8,205
203
36,470
0.84
9t i i 8
215
12 ;948
2.877
216
i16,S$2�"
2.68
94,347=
2.17 '
2i8
46,301.'
i.a6
219
89,722'
2.06
220"
34,i22,
0.78
0,76 "
'.723
V 9f15'.
. (1.7F,
224
1 43,'625J
1,00
225
1 74,441 `
1.71
226
50,690
227
66,952
_1,16
1.54
228
41,335'
0.95
229
45;555
1:C?5
230
43,072
0.90"
231
40,580 - "
b.9
233
28,540
0,66
234
27,166
0.62
235
22,000
9.51'
236
26,675
0.61
47
27 065
6162
208
43,009
0^99
239
65AN "
:1.5q
X4,U
C3 fl
24,1
33 838
0,7
242
30;582
0,70
243
41 657 "�
Q96
244Oa90
245
36,747
0,84.
246
35,370
0.81'
247
61,698
1,42
248
33,140,
0.76'
_
249
32,187
0.74
A BUI 508 PAGE 4
ua
{sf)
I`
2oS
0,000 Z� G
0,000
0,000
1,696
0,000
3 531 Z�
',83$
1,818
5,226
0,000
0:000
0,000 '
D,000
D,000
�,000 23�
7 000
? a0A -25Z
,518 i
135
792 Z
,5aa
,669 1,31
,766
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,748
,460
000 , )1 SEP 2 8 2015
Q0
'808
187 AIARO
,618
1,000 Z,L�
285 C
,047
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Lo,! Nuroer
2L
33,287
5
41702
252
39,183
254
28,824
255
27692
256
36,743
257
30,897
I OK OK, �-5
,AEX,
PA% 19
TV00
mox.SUAu
(06)
AlloWed (sf)
76
'8,322
0.96
090
MAO,
9,796
7,670'
DM
0;64,
6,923
�0t34
9,186,
0"711
7,724
.0.76
8,253
1:96,
10,000
1-54
IO'GOO
10,00,0
A AS,, ,
10,000
1.�8
10,000
10,000
10,000
- 10,000
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Emil
mmo
HOME
RME
M-M
MM,
8,552
8,041 1 -
J7*t
81041
7,929
71749
7,771
8>879
8,615
7,038,
6,254'
8.120
6,093
6,660
-$j 27
8,858
8,128
7,160