SW7070210_Modification_20110218

K4 A
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 18, 2011
Mr. Douglas E. Anderson, Executive VP
Burton Farm Development Company, LLC
PO Box 1908
Rocky Mount, NC 27804
Dear Mr. Anderson:
Natural Resources
O '1
Dee Freeman
Secretary
Subject: Stormwater Permit No. SW7070210MOD2
Mill Creek Subdivision, Phase 1
Low Density Subdivision Permit
Pamlico County
The Washington Regional Office received a complete Stormwater Management Permit Application for
the second modification of Mill Creek Subdivision, Phase 1 on January 14, 2011 to include new lots
and the Outfitter's Center. 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
2H1000. We are forwarding Permit No. SW7070210MOD2, dated February 18, 2011, for the
continued construction of the subject project. The stormwater permit issued for this project on August
3, 2007 is hereby rescinded and is replaced by this permit. Please keep the February 18, 2011
approved plans as an addendum to the approved plans that were approved on August 3, 2007.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the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 150E 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 either
Scott Vinson or me at [phone].
I
Sir% rely,
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/sv: C:\STORMWATER\PERMIT\SW7070210MOD2
cc: Andy Dee], PE
Pamlico County Planning/Building Inspections
ashington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaterquality.org One7., 1
943 Washington Square Mall Phone: [phone] FAX: [phone] NorthCarolina
Washington, NC 27869 FAX: [phone] Naturally
An Equal Oppodunily 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No.SW7070210MOD2
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
Burton Farm Development Company, LLC
Mill Creek Subdivision, Phase 1
Pamlico County
FOR THE
construction, operation and maintenance of a 30% low density subdivision 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 Permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specific conditions and limitations:
I. DESIGN STANDARDS
Each of the 269 lots are limited to the maximum of (see Attached Table) square
feet of built -upon area as indicated in the application and on the approved plans.
CAMA regulations may reduce the allowable built -upon area for those lots within
the AEC.
2. The overall tract built -upon area percentage or lot sizes for the project must be
maintained at 30% per the requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit. The plans
approved both on August 3, 2007 and February 18, 2011 are to be kept together on
file as a complete set at all times.
4. Projects covered by this permit will maintain a minimum 50 foot wide vegetative
buffer between all impervious areas and surface waters.
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 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. Runoff conveyances other than the curb
outlet system swales must be vegetated conveyances such as swales with
minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved
by the Division.
Page 2 of 5

State Stormwater Management Systems
Permit No.SW7070210MOD2
6. All roof drains must terminate at least 50 feet from the mean high water mark.
II. SCHEDULE OF COMPLIANCE
1. Swales 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. 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.
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 any of the items shown on the approved plans, including the
stormwater management system, design concept, built -upon area, details,
etc.
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 selling of the project area.
f. Filling in, altering or piping 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 shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
7. No piping shall be allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road and that minimum amount needed
under driveways to provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales must
follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
9. 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, provided that the permittee complies with the
requirements of Section 11.11 of this permit.
Page 3 of 5

State Stormwater Management Systems
Permit No.SW7070210MOD2
10. Within 30 days of completion of the project, 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 and specifications. Any deviation
from the approved plans must be noted on the Certification.
11. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office oftheRegister of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as 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 SW7070210MOD2 as issued
by the Division of Water Quality 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
Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is (see Attached Table) 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.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
strictly prohibited by any persons.
h. Each lot will maintain a 50 feet wide vegetated buffer between all impervious
areas and surface waters.
i. All roof drains shall terminate at least 50 feet from the mean high water
mark.
12. The permittee shall submit a copy of the recorded deed restrictions which
indicates the approved built -upon area per lot within 30 days of the date of
recording.
13. If the permittee sets up an Architectural Review Committee (ARC) to review plans
for compliance with the restrictions, the plans reviewed must include all proposed
built -upon area (BUA). Any approvals given by the ARC do not relieve the lot owner
of the responsibility to maintain compliance with the permitted BUA limit.
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. Stormwater conveyances will be located in either dedicated right-of-way (public or
private), recorded common areas or recorded drainage easements. The final plats
for the project will be recorded showing all such required easements, in accordance
with the approved plans.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW7070210MOD2
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality, 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 request must be submitted to
the Division of Water Quality 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.
6. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the permit transfer request. Transfers to third parties
by the permittee where the required documentation has not been submitted to the
Division does not relieve the permittee of responsibility for transferring the permit.
7. 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. If any
of those permits result in revisions to the plans, a permit modification must be
submitted.
8. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater management system
and it's components.
9. The permittee shall notify the Division of Water Quality of any name,
ownership or mailing address changes within 30 days.
Permit issued this the 18th day of February, 2011.
NORT�1 CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/�een
--------------------------------------for
H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7070210MOD2
Page 5 of 5

MILL CREEK PHASE 1
PHASE
AREA:
Phase Area =
15,779,341
362.24
PHASE
UPLAND
& WETLAND
AREAS:
Wetlands
Phase Wetland Area =
5,011,629
115.05
U lands
Phase Upland Area =
10,767,712
247.19
IMPERVIOUS
AREA:
Street
772,921
17.74
Gate House
466
0.01
Lot Driveways
110,403
2.53
Total Roadway Impervious
883,791
20.29
Impervious Allowed
3,230,314
74.16
Roadway Impervious -
883,791
20.29
Welcome/Sales Center
23,924
0.55
Clubhouse
81,830
1.88
Outfitter Center
8,885
0.20
Community Amenities
80,000
1.84
Lot Impervious Available
2,151,884
49.40
Impervious Per Lot
31.21 %
110

LOT # TOTAL AREA
UPLAND
AREA
ALLOWABLE COVERAGE
1 31,530
0.72
27,576
87.46%
8,273
30.00%
2 29,810
0.68
27,449
92.089/6
8,235
30.00%
3 25,365
0.58
23,308
91.89%
6,992
30.00%
4 30,623
0.70
28,132
91.879/.
8,440
30.00%
5
41,034
0.94
28,762
70.09%
8,629
30.00%
6
31,300
0.72
23,653
75.57%
7,096
30.00%
7
25,848
0.59
23,045
89.16%
6,914
30.00%
8
I 29,779
0.68
20,687
69.47%
6,206
30.00%
9
41,184
0.95
23,441
56.929/.
7,032
30.00%
10
41,026
0.94
27,540
67.13%
8,262
30.00%
11
36,520
0.84
30,068
82.33%
9,020
30.00%
12
67,132
1.54
46,367
69.07%
13,910
30.00%
13
26,166
0.60
23,832
91.08%
7,149
30.00%
14
25,033
0.57
21,689
86.64%
6,507
30.00%
15
23,247
0.53
20,463
88.02%
6,139
30.00%
16
24,677
0.57
19,655
79.65%
5,897
30.00%
17
25,383
0.58
18,385
72.43%
5,516
30.00%
18
31,187
0.72
23,002
73.75%
6,900
30.00%
19
26,031
0.60
24,500
94.12%
7,350
30.00%
20
27,144
0.62
27,066
99.71%
8,120
30.00%
21
32,528
0.75
29,071
89.37%
8,721
30.00%
22
22,774
0.52
18,050
79.26%
5,415
30.00%
23
20,017
0.46
15,647
78.17%
4,694
30.00%
24
30,769
0.71
28,173
91.56%
8,452
30.00%
25
28,081
0.64
24,740
88.10%
7,422
30.00%
26
25,475
0.58
24,677
96.87%
7,403
30.00%
27
j 26,666
0.61
25,312
94.929/.
7,594
30.00%
28
36,597
0.84
35,807
97.84%
10,742
30.00%
29
53,803
1.24
43,433
80.73%
13,030
30.00%
30
23,362
0.54
21,272
91.05%
6,381
30.00%
31
19,798
0.45
18,070
91.27%
5,421
30.00%
32
24,907
0.57
23,701
95.16%
7,110
30.00%
33
24,343
0.56
23,509
96.58%
7,053
30.00%
34
21,935
0.50
16,688
76.08%
5,006
30.00%
35
21,565
0.50
18,968
87.969/6
5,690
30.00%
36
26,646
0,61
23,298
87.44%
6,989
30.00%
37
--
L_- 33,072
-
0.76
-----
33,072
---
100.00%
9,922
30.00%
- 38-
�- 47,938
1.10
35,872
---
74.83%
--- --
10,762
30.00%
39
49,026
- --
1.13
- -
39,133
_
79.82%
11,740
30.00%
40
36,844
0.85
33,334
90.47%
10,000
_
30.00%
41
---
24,883
-
0.57
---
24,529
98.58%
7,359
W.00%
42
20,011
0.46
-
17,47_4_
-
87.32%
- ---- -
5,242
- - -
43
20,743
�_
0.48
- -0.47 -
18,861
--
90.93%
5,658
_30.00%
30.00%
44
20,350-
-17,935 -
- 88.13% -
-5,381 -
30.00%
45
_ 23,028
0.53
20,939
90.93%
6,282
30.00%
46
23,026
0.53
23,026
100.009/.
6,908
30.00%
47
48--
49 j
23,5W
20,433
22,734
0.54
0.47
0.52
23,500
20,083
22,410
--22,909
100.00%
98.29%
98.57%
7,050
6,025
6,723
30.00%
30.00%
30.00%
50
22,909
0.53
--
100.00%
- - 6,873 -
30.00%
51
52
46,719
56,744
1.07
1.16
40,526
49,248
86.74%
97.050/6
12,158
14,774
30.00%
30.00%
53
54
55 1
- - --
56
34,417
_31,413
45,786
- -
49,938
0.79
0.72
1.05
------- ..
1.15
_ 28,163
29295
37,991
-----
38,516
81.83%
93.26%
82.97%
77.13%
8,449
8,789
11,397
11,555
30.00°/u
30.00%
30.00%
30.00%

57
56,766
1.30
32,075
56.50%
9,623
30.00%
58
40,940
0.94
21,361
52.18%
6,408
30,00%
59
41,562
0.95
26,393
63.50%
7,918
30.00%
60
69,062
1.59
30,577
44.27%
9,173
30,00%
61
47,631
1.09
34,371
72.16%
10,311
30.00%
62
57,920
1.33
35,837
61.87%
10,751
30.00%
62A
33,633
0.77
24,830
73.83%
7,449
30.00%
62B
26,355
0.61
23,496
89.15%
7,049
30.00%
62C
35,301
0.81
32,666
92.54%
9,800
30.000/0
62D
30,982
0.71
25,554
82.48%
7,666
30.00%
62E
33,798
0.78
27,182
80.42%
8,155
30.00%
63
29,236
0.67
27,672
94.65%
8,302
30.00%
64
30,057
0.69
26,472
88.07%
7,942
30.00%
65
49,114
1.13
36,007
73.31%
10,802
30.00%
66
36,283
0.83
33,079
91.17%
9,924
30.00%
67
30,497
0.76
25,338
83.08%
7,601
30.00%
68
23,646
0.54
20,550
86.91%
6,165
30.000%
69
20,204
0.46
19,606
97.04%
5,882
30,00%
70
24,239
0.56
24,081
99.35%
7,224
30.00%
71
19,195
0.44
17,041
88.78%
5,112
30.000%
72
19,028
0.44
19,028
100.00%
5,708
30.000/0
73
27,042
0.62
27,019
99.92%
8,106
30.00%
74
27,773
0.64
27,573
99.28%
8,272
30.00%
75
57,881
1.33
43,784
75.64%
13,135
30.00%
76
35,538
0.82
29,398
82.72%
8,819
30.00%
77
39,465
0.91
37,717
95.57%
11,315
30.00%
78
46,146
1.06
41,762
90.50%
12,528
30.00%
79
44,991
1.03
40,373
89.74%
12,112
30.00%
80
i 43,011
0.99
41,306
96.04%
12,392
80.000%
81
30,085
0.69
30,085
100.00%
9,025
30.00%
82
16,366
0.38
16,366
100.00%
4,910
30.000%
83
16,785
0.39
16,785
100.00%
5,036
30,00%
84
17,503
0.40
17,503
100.00%
5,251
30.00%
85
18,662
0.43
18,461
98.92%
5,538
30.00%
86
27,959
0.64
27,482
98.29%
8,245
30.00%
87
23,564
0.54
22,005
93.38%
6,602
30.00%
8B
33,465
0.77
29,652
88.60%
8,896
30.00%
89
- - -
90
91
50,356
63,678
45,694
1.16
1.46
1.05
47,731
-----
45,623
36,213
94.79%
---
71.65%
79.25%
14,319
-------
13,687
10,864
30.00%
--
30.00%
30.00%
92
30,390
0.70
24,596
80.93%
7,379
30.00%
93
26,454
0.61
24,568 --
- 92.87% _--
_-
7,370
o -----
30.00%
94
21,957
0.50
20,331
92.60%
_
6,099
30.00%
o
30.00%
96
23,090
i0.53
21,125
6,337
30.00°/o
97
98
23,395
22,822
0.54
0.52
22,989
22,822 -
98.26%-
100.00%
--- ------
6,897
6,847
--- ° -._
30.0%0
°
30.00%
99
17,496
0.40
17,496
100.006X6
5,249
30.00%
100
-----
17,508 -
- 0.40 -
- - 17,508 --
--100.00%
- ------
5,252
_
30.00%
101
28,278
0.65
26,787
94.73%
8,036
----- -
30.00 /o
102
28,821
0.66
28,435 -
98.66% -----
-_..__ _--_._-__-
8,530
°-_.-----.-.--
30.0_0 /o
103
27354
063
27,198
_
99.43%
8,159
--
7,50_4_
_
- 30.00%
30.00/0
_ 104
-
_ _ 26 456
--
0 61
- -
25,014
--
94.55%
105
25 944
_
0 60
--
25,364
-
97.76%
_ _
7,609
- -
30.00 /o
1_-31,526
0.72
29,894
---
94.8_2%
--°o - -
30.00/
107
---
108
44,992
--
1 25,252
1.03
1.0
0.58
_
41,922
- -
25,252
93.18%
- - -
100.00%
12,577 -
-- -
7,575
- 30.00%
-- -- ----
30.00%

109 25,079
0.58
24,285
96.83%
7,285
30,00%
110 21,185
0.49
20,197
95.33%
6,059
30.00%
111 29,023
0.67
25,343
87.32%
7,603
30.00%
112 49,074
1.13
39,326
80.14%
11,798
30.00%
113 35,533
0.82
29,397
82.73%
8,819
30.00%
114 40,808
0.94
35,335
86.59%
10,601
30.00%
115 26,951
0.62
22,979
85.26%
6,894
30.000/0
116 29,968
0.69
28,268
94.33%
8,480
30.00%
117 28,226
0.65
21,937
77.72%
6,581
30.00%
118 26,118
0.60
23,403
89.61%
7,021
30.00%
119 30,270
669
25,961
85.76%
7,788
30.00%
120
40,721
0.93
37,567
92.25%
11,270
30.00%
121
23,728
0.54
20,524
86.50%
6,157
30.00%
122
22,681
0.52
21,260
93.73%
6,378
30.00%
123
27,894
0.64
20,807
74.59%
6,242
30.00%
124
21,529
0.49
18,912
87.85%
5,674
30.00%
125
44,552
1.02
28,867
64.80%
8,660
30.00%
126
18,242
0.42
18,149
99.49%
5,445
30.00%
127
20,081
0.46
17,164
85.47%
5,149
30.00%
128
19,772
0.45
17,508
88.55%
5,253
30.00%
129
42,097
0.97
33,074
78.57%
9,922
3-0 00%
130
77,696
1.78
46,473
59.81%
13,942
30.00%
131
35,756
0.82
27,695
77.46%
8,309
30.00%
132
58,493
1.34
39,867
68.16%
11,960
30.00%
133
31,283
0.72
25,980
83.05%
7,794
30.00%
134
24,285
0.56
20,949
86.26%
6,285
30.00%
135
22,563
0.52
18,380
81.46%
5,514
3-0 00%
136
22,233
0.51
19,886
89.44%
5,966
30.00%
137
43,514
1.00
34,414
79.09%
10,324
30.00%
138
58,299
1.34
33,042
56.68%
9,913
30.00%
139
56,088
1.29
39,554
70.52%
11,866
30.00%
140
41,954
0.96
26,879
64.07%
8,064
30.00%
141
57,451
1.32
37,598
65.44%
11,279
30.00%
142
27,704
0.64
22,144
79.93%
6,643
30.00%
143
25,024
0.57
21,372
85.41%
6,412
30.00%
144
24,204
0.56
23,871
98.62%
7,161
30.00%
145
40,505
0.93
32,287
79.71%
9,686
30.00%
146
25,380
--
0.58.
23,228
91.52%
6,968
30.00%
--
147
25 576
-
0.59
--
24 400
95.40_%
-- 7,32
7,320
- ---- ---- --
30.00%
148
149
-
21222
L 24,025
----
0.49
0.55
21222
2Q,588
100.00%
6,367
_
30.00%
- 85.70%-
--- ----
150
-
28,180
- -
---
0.65
- --
21,660
--- -
76.86%
--- ------
6,498
-- -- ----
30.00%
151
5
28 554
-
0.66
----
24,288
-
85.06%
- - -
7,286
- - -
30.00%
152
--
153 �
---- -
47,172
38,220
- ----
1.08
- -
0.88
-
27;900
25,904
59.15%
--
67.789/6
-- ---
8,370
- ----
7,771
---
30.00%
- - -
30.00%
154
155
------ --
21,813
24,666
----
--
0.50
0.57
- --
20,140
24,686
--- -
92.33%
100.00%
----- -
6,042
--- -- - -
7,406_
- ----
30.00%
- ------ --
30.00%
156
27,250
0.63
___
25,442
- _
93.37%
_ -
7,633
------ - -
30.00%
157
29,033
0.67
25
88.0-0
7,671
30.00%
158
20,366
0.47
3-6
20 366
100.00%
6,110
30.00%
159
-
23166
- _--
0.53
21,593
93.21%
6,478
30.00%
160
27,579
--
0.63
_
26,194
94.98%
7,858
30.00%
161 i
33,643
0.77
24 237
72.04%
- 7,271
30.00%
1-62
7-
-
-
3-
.0_%
-T
-_-
-36,06
35,189
....0.83 -
----1
--2,-68-5
0
- ----
-8,305 -- ----
5,993
_7,481
-- -
°163
_30._00%
30.00%
64
-165
25,463
26,0
0.58
19976
2,96
7845%
9_29/6

166 26,713
0.61
23,295
87.20%
6,988
30.00%
167 20,804
0.48
20,804
100.00%
6,241
30.00%
168 1 20,907
0.48
20,907
100.00%
6,272
30.00%
169
22,431
0.51
22,431
100.00%
6,729
30.00%
170
22,672
0.52
22,672
100.00%
6,802
30.00%
171
21,710
0.50
21,710
100.00%
6,513
30.009/6
172
20,317
0.47
20,317
100.00%
6,095
30.00%
173
22,191
0.51
22,191
100.00%
6,657
30.00%
174
23,124
0.53
23,124
100.000%
6,937
30.00%
175
22,734
0.52
22,734
100.00%
6,820
30.00%
176
22,734
0.52
22,734
10-0 00%
6,820
30.00%
177
26,994
0.62
26,994
100.00%
8,098
30.00%
178
25,496
0.59
25,496
100.00%
7,649
30.00%
179
20,539
0.47
18,981
§-2 42%
5,694
30.00%
180
28,984
0.67
25,985
89.65%
7,795
30.00%
181
40,247
0.92
32,038
79.60%
9,611
30.00%
182
30,098
0.69
24,824
82.48%
7,447
30.00%
183
32,363
0.74
28,540
88.19%
8,562
30.00%
184
j 28,009
0.64
19,653
70.17%
5,896
30.00%
185
23,668
0.54
20,458
86.44%
6,137
30.00%
186
23,664
0.54
22,192
93.78%
6,658
30.00%
187
j 25,088
0.58
22,624
90.18%
6,787
30.00%
188
27,080
0.62
25,690
94.870/.
7,707
30.00%
189
26,433
0.61
26,208
99.15%
7,862
30.00%
190
21,380
0.49
20,471
95.75%
6,141
30.00%
191
22,013
0.51
20,769
94.35%
6,231
30.00%
192
22,987
0.53
2-0672
89.93%
6,202
30.00%
193
21,675
0.50
19,888
91.76%
5,966
30.00%
194
25,277
0.58
21,225
83.97%
6,368
30.00%
195
24,390
0.56
20,226
82.93%
6,068
30.00%
196
37,900
0.87
29,277
77.25%
8,783
30.00%
197
36,363
683
26,988
74.229/.
8,096
30.00%
198
31,506
0.72
27,226
86.42%
8,168
30.00%
199
25,320
0.58
22,938
90.59%
6,882
30.00%
200
25,392
0.58
25,067
98.72%
7,520
30.00%
201
46,016
1.06
40,750
8-8 569/.
12,225
30.00%
202
50,479
1.16
39,505
78.26%
11,851
30.30%
203
32,441
0.74
27,693
85.369%
8,308
30.00%
204
-- --
32,179
---
0.74
20,246
62.92%°
6,074
30.00%
205
- -.
_
---- -- --
206
-- -
31,842
- ---
0.73
----
22,966
72.13%
6,890
30.00%
207
--
33,823
0.78
----
- - -
25,013
--- -
73.95%
- _. _
7,504
---
30.00%
208
-
I 26,646
-- --
0.61
-
----
22,752
-- -
85.38%
- - -
6 825
- --
30.00%
209
-
�- 29,635
---
0.68
---
-
24,818
---
---
83.75%
- ---- -
7,445
- - -
30.00%
210 �
34,653
0.80
---
32,117
-
92.68%
---- - -
9,635
-- --
30.00%
211
-
212
29,250
- -
32 257
0.67
- 0.74
28,388
27,752
97.05%
86.03%
8,516
8,326
30.00%
30.00%
213
20,117
0.46
20,117
100.00%6,035
30.00%
214
- -
20,000
-- -. --
0.46
- --
20,000
--
100.00%
6,000
30.00%
215
216
--
217
20,000
21000
-
21000
0.-4-6
0.48
0.48
20-,000---
21000
21,000
- -- 100.00%-- -
100.00%
100.00%
100.00%
--- --- -
100.00%
100.00%
90 35%
73.35%
..- --
---- - 6,000
6,300
-
6,300
6,000
- - - --
6,000
6,130
7,700
9,689-
- --- - -
30.00%
30.00%
- --
30.00%
30.00%
-- -- ---- -
30.00%
30.00%
30.00%
-- -
30.00%
218
-
219
220
221
222
20 000
- -
20 000
20,433
28 409
---
44,030 - -
0.46
----.
0.46
0.47
0 65
1.01 -
20,000
---- --
20,000
20,432
25,668
-- --
32,297

223
24,760
0.57
21,714
87.70%
6,514
30.00%
224
31,405
0.72
26,474
84.30%
7,942
30.00%
225
21,853
0.50
21,807
99.79%
6,542
30.00%
226
1 25,316
0.58
21,244
83.91%
6,373
30.00%
227
22,881
0.53
22,671
99.08%
6,801
30.00%
228
j 22,298
0.51
21,719
97.41%
6,516
30.00%
229
23,657
0.54
21,508
90.91%
6,452
30.00%
230
41,963
0.96
33,293
79.34%
9,988
30.00%
231
30,579
0.70
26,722
87.39%
8,017
30.00%
232
34,284
0.79
24,579
71.69%
7,374
30.00%
233
43,959
1.01
35,337
80.39%
10,601
30.00%
234
28,787
0.66
26,228
91.110/.
7,868
30.00%
235
35,962
0.83
29;385
81.71%
8,816
30.00%
236
36,845
0.85
29,712
80.64%
8,914
30.00%
237
22,951
0.53
20,166
87.86%
6,050
30.00%
238
41,969
0.96
35,468
84.51%
10,641
30.00%
239
29,212
0.67
24,132
82.61%
7,240
30.00%
240
34,117
0.78
26,135
76.60%
7,840
30.00%
241
24,194
0.56
21,309
88.08%
6,393
30.00%
242
19,343
0.44
15,917
82.29%
4,775
30.00%
243
20,971
0.48
20,971
100.00%
6,291
30.00%
244
20,576
0.47
20,576
100.00%
6,173
30.00%
245
29,692
0.68
29,692
100.00%
8,908
30.00%
246
22,805
0.52
22,805
100.00%
6,841
30.00%
247
20,018
0.46
20,018
100.00%
6,005
30.00%
248
20,000
0.46
20,000
100.00%
6,000
30.00%
249
1 20,000
0.46
20,000
100.00%
6,000
30.00%
. j
20,000
0.46
20,000
100.00%
6,000
30.00%
251
21,000
0.48
21,000
100.00%
6,300
30.00%
252
21,000
0.48
21,000
100.00%
6,300
30.00%
253
20,000
0.46
20,000
100.00%
6,000
30,00%
254
20,000
0.46
20,000
100.00%
6,000
30.00%
255
20,075
0.46
20,075
000.00%
6,023
30.00%
256
21,453
0.49
21,453
100.00%
6,436
30.00%
257
24,438
0.56
24,438
100.000/.
7,331
30.00%
258
23,908
0.55
23,908
100.00%
7,172
30.00%
259
21,000
0.48
20,743
98.78%
6,223
30.00%
260
-- -----
20,997
--- -
0.48
- -
20,997
-- -
100.000/.
6,299
30.00%
261
22,003
0.51
--
22,003
- -- -
100.00%
01
6,601
---- 3 . ---
30.00%
262
263
22,350
26,255
0.51
0.60
22,350 _
25,304
100.00%
96.38%0
6,705 _
7,591
__ _ _ 30.00%
30.000/.
264
26,149.
0.60
22,810
87.23%
6,843
30.00%
Total
8,065,898
185.17
6,895,011
85.48%
2,068,503
30.00%