SW7080723_Final Permit_20090218

M
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
February 18, 2009
Mr. William E. Hollan, Jr., Manager
Linear Bay Properties, LLC
1100-C South Stratford Road, Suite 300
Winston Salem, NC 27103
Subject: Stormwater Permit No. SW7080723
Linear Bay Subdivision
Low Density Subdivision Permit
Beaufort County
Dear Mr. Hollan:
The Washington Regional Office received a complete Stormwater Management
Permit Application for Linear Bay Subdivision on July 31, 2008. 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. SW7080723, dated February 18, 2009, for the
construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall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 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, NC 27699-6714. 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 Samir Dumpor or me at [phone].
Regional Supervisor
Surface Water Protection Section
North Carolina Division of Water Quality Internet: www.ncwateraualitv.ore
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/l0% Post Consumer Paper
NorthCarolina
Natmallty

Page 2 of 2
AH/sd: J:\WPDATA\WQS\ State SW-SD\Permits - Low Density
cc: David A. Deel, PE, Quible & Associates, P.C.
Beaufort County Building Inspections
Division of Coastal Management
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No.SW7080723
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
Linear Bay Properties, LLC
Linear Bay Subdivision
Beaufort County
FOR THE
construction, operation and maintenance of a 25% 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 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 400 lots is limited to a maximum of (see attached table) square feet
of built -upon area, as indicated in the approved plans. CAMA regulations may
reduce the allowable built -upon area for those lots within the AEC.
The overall tract built -upon area percentage or lot sizes for the project must be
maintained at 25% per the requirements of Section .1005 of the stormwater
rules.
Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 50 foot wide vegetative
buffer between all impervious areas and surface waters.
The only runoff conveyance systems allowed will 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.
All roof drains must terminate at least 50' from the mean high water mark.
It. SCHEDULE OF COMPLIANCE
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.
Page 2 of 5

State Stormwater Management Systems
Permit No.SW7080723
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.
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.
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.
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 of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following
statements related to stormwater management:
The following covenants are intended to ensure ongoing compliance with
Page 3 of 5

State Stormwater Management Systems
Permit No.SW7080723
State Stormwater Management Permit Number SW7080723, 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.
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.
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. Lots within CAMA's Area of Environmental Concern may have the
permitted built -upon area reduced due to CAMA jurisdiction within the
AEC.
i. Each lot will maintain a 50' wide vegetated buffer between all impervious
areas and surface waters.
j. All roof drains shall terminate at least 50' 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 (BLIA). 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.
16. A copy of the approved plans and specifications shall be maintained on file by
Page 4 of 5

State Stormwater Management Systems
Permit No.SW7080723
the Permittee at all times.
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 Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
The permit issued shall continue in force and effect until revoked or terminated.
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, 2009.
NIRTH,gAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Coleen H. -Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

Project Area for
Coverage
LOT # TOTAL AREA
UPLAND
AREA
Coverage Calcs
Allowed
%Coverage
1 18,879
0.43
18,879
100.00%
18,879
4,720
25.00%
2 21,153
0.49
21,153
100.00%
21,153
5,288
25.00%
3 21,153
0.49
21,153
100.00%
21,153
5,288
25.00%
4 j 18,551
0.43
18,551
100.00%
18,551
4,638
25.00%
5 18,690
0.43
18,690
100.00%
18,690
4,672
25.00%
6 20,727
0.46
20,727
100.00%
20,727
5,182
25.00%
7 20,727
0.48
20,727
100.00%
20,727
5,182
25.00%
8 20,727
0.48
17,878
86.25%
20,727
5,182
25.00%
9 31,149
0.72
19,905
63.90%
26,539
6,107
23.01%
10 28,249
0.65
23,934
84.73%
28,249
6,500
23.01%
11 27,030
0.62
22,468
83.120/.
27,030
6,220
23.01
12 35,934
0.82
21,489
59.800%
28,652
6,593
23.01%
13 121,143
2.78
26,37235,163
8,092
23.01%
14 1 56,148
1.29
26,812
47.75%
35,750
8,227
23.01%
15 46,313
1.06
19,118
41.28%
25,490
5,866
23.01%
16 31,362
0.72
20,490
65.33%
27,320
6,287
23.01%
17 31,650
0.73
19,466
61.50%
25,954
5,972
23.01%
18 26,046
0.60
17;566
67.44%
23,421
5,855
25.00%
19 25,624
0.59
20,822
81.26%
2-5
5,897
23.01%
20 29,927
0.69
23,885
79.81%
29,927
6,887
23.01%
2624
1 27,973
0.64
22,583
80.73%
27,973
6,437
23.01%
22 31,771
0.73
19,323
60.82%
25,764
5,929
23.01%
23 42,517
0.98
16,560
43.65%
24,747
6,187
25.00%
24 36,449
0.84
29,816
81.80%
36,449
8,388
23.01%
25 31,409
0.72
27,309
86.959/6
31,409
7,228
23.01%
26 26,527
0.61
25,298
95.37%
26,527
6,104
23.01%
27 18,990
0.44
18,990
100.00%
18,990
4,747
25.00%
28 1 18,346
0.42
18,346
100.00%
18,346
4,586
25.00%
29 19,806
0.45
19,806
100.00%
19,806
4,952
25.00%
30 18,776
643
18,776
100.00%
18,776
4,694
25.00%
31 1 19,468
0.45
19,468
100.00%
19,468
4,867
25.00%
32 1005
0.42
18,305
100.00%
18,305
4,576
25.00%
33 23,061
0.53
23,061
100.00%
23,061
5,765
25.00%
34 29,806
0.68
22,806
76.52%
29,806
6,859
23.01%
35 33,531
0.77
23,851
71.13%
31,801
7,318
23.01%
36 37,938
37 35,627-
38 39,572
39 52,261
40 44,271
41 47,463
42 I 26,661
43 74,176
44 , 163,358
45 44392
46 833
47 137,310
48 139,631
49 63,843
50 66,911
51 36,999
52 34,960
53 31,795
54 27,136
55 29,143
0.67
0.82
0.91
1.20
1.02
1.09
au25,116
1.70
3.75
1.02
1.44
3.15
3.21
1.47
1.54
0.85
0.80
0.73
0.62
0.67
20,698
-
20---,772
25,035
31,796
30,810
31,965
37,905
94,;M
26,916
25527
63,954
73,638
24,892
38,604
28,606
22,758
20,759
25,045
21,635
54.56%
-
58 30%
63.26%
60.84%
69.59/°
67.35%
93.50%
51.10%
57.6M
66mo/.
40.63%
46.58%
52.62%
-
38.969/.
57.69%
77.32%
65.106X.
65.296/6
92.296/.
74.24%
27,597
- 27'696--
33,379
42,394
41,080
42,621
26, 861
50,540
125,642
35,887
34,636
85,273
98,184 __.
33,190
51,472
36,999
30,345
27,678
27,136
28,847
6,351
6,373 -
7,681
-9,756
9,453
9,808
6,181
11,630
28,912
82258
7,832
19,622
22,594
7,637
11,644
8,514
6,983
6,369
6,244
6,638
23.01 %
- _......
23.01%
2_3.-- -
23.01%
23.01%
23.01% _.
23.01%
23.01%
23.01%°
23.01%
23.01%
23.01%
23.01%
23.61%
23.01%
23.016/6
23.01%
23.01%°
23.01%
23.01%

Project Area for
Coverage
CoverageCalcs
Allowed
%Coverage
56 42,358
0.97
26,916
63.54%
35,887
8,258
23.01%
57 34,403
0.79
22,853
66.43%
30,471
7,012
23.01%
58 52,968
1.22
41,401
78.16%
52,968
12,189
23.01%
59 59,100
1.36
27,632
46.76%
36,843
8,478
23.01%
60 37,751
0.87
31,147
82.51%
37,751
8,687
23.01%
61 42,810
0.98
30,896
72.170%
41,194
9,479
23.01%
62 40,701
0.93
29,136
71.58%
38,848
8,939
23.01%
63 50,091
1.15
35,957
71.78%
47,943
11,032
23.01%
64 36,631
0.84
27,943
76.280%
36,631
8,429
23.01%
65 32,613
0.75
25,823
79.18%
32,613
7,505
23.01%
66 30,443
0.70
26,096
85.72%
30,443
7'005
23.01
67 39,479
0.91
31,140
78.880%
39,479
9,085
23.01%
68 32,651
0.75
32,510
99.57%
32,651
7,513
23.01%
69 22,569
0.52
22,569
100.00%
22,569
5,642
25.00%
70 29,110
0.67
23,270
79.94%
29,110
6,699
23.01%
71 21,667
0.50
18,166
83.84%
21,667
5,417
25.00%
72 23,113
0.53
21,709
93.92%
23,113
5,778
25.00%
73 22,000
0.51
21,884
99.47%
22,000
5,500
25.00%
74 22,000
0.51
21,913
5-9 60%
22,000
5,500
25.00%
75 32,162
0.74
19;657
61.7401.
26,476
6,093
23.01%
76 27,279
0.63
15,966
58.53%
21,288
5,322
25.00%
77 51,582
1.18
38,602
74.84%
51,469
11,844
23.01%
78 20,744
0.48
18,654
89.93%
20,744
5,186
25.00%
79 22,819
0.52
22,819
100.00%
22,819
5,705
25.00%
BO 31,961
0.73
26,502
82.92%
31,961
7,355
23.01%
81 30,626
0.71
24,026
77.94%
30'826
7,093
23.01%
82 39,585
0.91
33,498
84.62%
3-9585
9, 009
23.01%
83 43,881
1.01
36,545
83.28%
43,881
10,098
23.01%
64 30,346
0.70
24,659
81.26%
30,346
6,983
23.01%
85 37,222
0.85
26,877
72.21 %
35,837
8,247
23.01%
86 45,730
1.05
32,772
71.66%
43,696
10,055
23.01%
87 37,376
0.86
26,247
70.22%
34,996
8,053
23.01%
88 23,851
0.55
23,851
100.00%
23,851
5,963
25.00%
89 73,227
1.68
44,154
60.300/.
58,872
13,547
23.01%
90 129,809
2.98
66,745
51.42%
88,993
20,479
23.01%
91 170,402
92 64,0B4
93 24,463
94 26,327
95 20,908
96 16486
97 16,488
98 j 20,476
99 46,441
100 76,092
-
101 171,605
102 I 166,249
103 45,711
164 34,742
105 31,298
106 21,010
107 19,820
168 18,313
109 16,800
110 17,641
3.91
1.47
0.56
0.60
0.48
0.38
0.38
0.47
1.07
1.75
3.94
3.82
1.05
Om
0.72
_.
0.48
6.45
0.-42
0.39
0.40
47,894
33,457
17,816
26,327
20,158
16,488
16,488
201476
41,210
40,308
73,626
69,329
29,843
19,797
28,700
21,010
19,820
18,313
16,800
17,262
28.11%
52.21%
72.83%
100.00%
96.41%
100.00%
100.00%
100.00%
88.74%
52.97%
43.02%
41.70%
65.296/.
56M6/.
91.70%
100.00%
100.00%o
100.00%
100.00%
97.85%
63,859
44,609
231755
26,327
20,908
16,488
16,488
20,476
46,441
53,744
98,435
92,438
39,790
26,396
31,298
21,010
19,820
18,313
16,800
17,641
14,695
10,265
5,939
6,058
-5,227
4,122
4,122
5,119
10,687
12,367
22,651
21,271
9,156
6,074
7,202
5,253
4,955
4,578
4,260
4,410
23.01%
23.01%
25 00%
23.01%
25.00%
25.00%
25.00%
25.00%
23.01%
23.01
23.01
23.01%
23.01%
23.016%
23.01%
25.00%
25.00%
25.00%
25.00%
25.00%

Project Area for
Coverage
LOT'# ! TOTAL AREA
111 25,850 0.59
UPLAND
25,850
AREA
100.00%
Coverage Calcs
Allowed
5,948
% Coverage
23.01%
25,850
112 39,636
0.91
22,965
57.940%
30,621
7,046
23.01%
113 94,189
2.16
53,345
56.64%
71,126
16,367
23.01%
114 65,203
1.50
36,789
56.42%
49,052
11,288
23.01%
115 106,106
2.44
66,681
62.84%
88,909
20,459
23.01%
116 ' 30,192
0.69
30,192
100.00%
30,192
6,948
23.01%
117 31,264
0.72
27,450
87.80%
31,264
7,194
23.01%
118 32,660
0.75
27,965
85.62%
32'660
7,516
23.01%
119 j 25,479
0.58
22,600
88.70%
25'479
5,863
23.01%
120 25,542
0.59
22,428
87.81%
25,542
5,877
23.01%
121 I, 25,604
0.59
21,286
83.140/6
25,604
5,892
23.01%
122 32,080
0.74
2-6
84.09%
32,080
7,382
23.01%
123 31,960
0.73
27,731
66.77%
31,960
7,354
23.01%
124 24,930
0.57
21,378
85.75%
24,930
6,233
25.00%
125 24,275
0.56
20,910
86.14%
24,275
6,069
25.00%
126 23,620
0.54
19,854
84.06%
23,620
5,905
25.00%
127 i 25,312
0.58
17,618
69.61%
23,491
5,873
25.00%
128 32,716
0.75
20,212
61.78%
26,950
6,202
23.01
129 44,884
1.03
31,518
70.22%
42,024
9,670
23.01%
130 84,180
1.93
4Q965
48.66%
54,620
12,569
23.01%
131 66,047
1.52
48,251
73.06%
64,335
14,804
23.01%
132 46,822
1.07
38,811
62.69%
46,822
10,774
23.01%
133 28,747
0.66
24,373
84.78%
28,747
6,615
23.01%
134 33,477
0.77
25,149
75.12%
33,477
7,704
23.01%
135 °: 3Q 124
0.69
21,340
70.84%
28,454
6,548
23.01%
136 32,615
0.75
20,344
62.38%
27,126
6,242
2 3. 01 %
137 31,902
0.73
26,731
83.79%
31'902'
7,341
23.01%
138 23,553
0.54
21,734
92.28%
23,553
5,888
25.00%
139 33,506
0.77
25,971
77.51%
33,506
7,710
23.01%
140 52,734
1.21
28,660
54.35%
38,213
8,793
23.01%
141 63,483
1.46
38,331
60.389/.
51,108
11,761
23.01%
142 135,396
3.11
63,092
46.60%
84,123
19,358
23.01%
143 119,988
2.75
56,578
47.15%
75,437
17,359
23.01%
144 123,028
2.82
61,568
50.04%
82,091
18,690
23.01%
145 129,035
2.96
64,792
50.21%
86,389
19,879
23.01%
146 134,850
147 199,885
148 30,379
149 27,362
150 � 27461
151 23,882
152 19345
,
153 18,646
154 j 46,556
155 _ 33,173
156 29,845
157 30,618
158 36,442
159 49,884
160 54,471
161 43,414
162 30,006
163 30,076
164 382643
88 165 90,2
3.10
4.59
0.70
0.63
0.63
0.55
.
044
0.43
0.93
0.76
0.69
0.70
0.84
1.15
1.25
1.00
0.66
0.69
0.89
2.09
57,086
66,151
19,688
19,749
22,455
23,882
19,345
17,941
19,277
29,892
21,959
21,467
22,818
31,337
22,084
21,803
22,579
20,116
23,520
68,720
42.33%
33.09%
64.81%
72.18 /0
81.77%
100.00%
10000%
.
96.22%
47.53%
90.11%
73.58%
70.11%
°
62.61 /0
62.82%
40.54%
50.22%
75.25%
66.88% -
60.87%
75.61%
76,114
88,202
26,251
26,332
27,461
23,882
19,345
16,646
25,703
33,173
29,278
28,622
30,424
41,783
29,445
__. .
29,070
30,006
262821
31,360
90,882
17,515
20,297
6,041
6,059
6,319
5,971
4,836
4,--
5,915
7,634
6,737
6,586
7,001
9,615
6,776
6,689
6,905
6,172
7,216
20,913
23.01%
23.01%
23.01%
23.01% .
23.016%
25.00%
25.00%
25.00%
23.01%
2161%
23.01%
23.-
23.01%
23.01%
23.01
23.01%
23.01%
23.01%
23.01%
21W0/.

Project Area for
Coverage
LOT # TOTAL AREA
UPLAND
AREA
Coveraae Cal-
Allowed
% Coveraae
166 59,843
1.37
42,125
70.39%
56,167
12,925
23.01%
167 40,336
0.93
26,316
65.24%
35,089
8'074
23.01%
168 38,177
0.88
31,678
82.98%
38,177
8,785
23.01%
169 36,776
0.84
24,848
67.579/.
33,131
7,624
23.01%
170 35,328
0.81
24,892
70.46%
33,190
7,637
23.01%
171 34,214
0.79
29,398
85.92%
34,214
7,873
23,01%
172 27,808
0.64
23,064
82.94%
27,808
6,399
23.01%
173 28,281
0.65
25,377
89.73%
28,281
6,508
23.01%
174 25,549
0.59
20,404
79.860%
25,549
5,879
23.01%
175 23,900
0.55
21,129
88.41%
23,900
5,975
25.00%
176 27,350
0.63
22,373
81.80%
27,350
6,294
23.01%
177 28,990
0.67
25,063
86.45%
28,990
6,671
23.01%
178 30,952
0.71
23,046
74.46%
30,728
7,071
23.01%
179 31,518
0.72
27,834
88.31%
31,518
7,253
23.01%
180 28,959
0.66
24,639
-3-,596
85.08%
28,959
6,664
23.01%
181 27,071
0.62
2
87.17%
27,071
6,229
23.01%
182 27,234
0.63
21,521
79.02%
27,234
6,267
23.01%
183 27,655
0.63
19,880
71.89%
26,507
6,100
23.01%
184 27,096
0.62
23,647
87.270/-
27,096
6,235
23.01%
185 30,979
0.71
23,799
76.820/b
30,979
7 ,129
23.01%
186 32,487
0.75
22,379
68.89%
29,839
6,866
23.01%
187 31,440
0.72
19,616
62.39%
26,155
6,019
23.01%
188 28,428
0.65
15,566
54.76%
20,755
5,189
25.00%
189 26,601
0.61
14,413
54.18%
19,218
4,604
25.00%
190 25,223
0.58
16,622
65.900/6
22,162
5,541
25.00%
191 24,255
0.56
17,143
70.68%
22,857
5,714
25.00%
192 16,066
0.37
16,066
100.00%
16,066
4,016
25.00%
193 24,463
0.56
19,570
80.00%
24,463
6,116
25.00%
194 78,567
1.80
42,582
54.20%
56,775
13,065
23.01%
195 106,783
2.45
23,650
22.15%
31,533
7,256
23.01%
196 68,528
1.57
34,248
49.98%
45,664
10,508
23.01%
197 40,181
0.92
31,578
78.590%
40,181
9,246
23.01 %
198 34,247
0.79
32,076
93.66%
34,247
7,881
23.01%
199 26,867
0.62
26,547
98.81 %
26,867
6,183
23.01%
200 25,858
0.59
25,259
97.68%
25,858
5,950
23.01%
201 j 22,386
202 20,437
203 23,930
204 1 36,771
205 47,495
206 286,870
207 174,352
208 i 36,093
266 25,280
216 19,329
211 19,430
212 32,305
213 50,840
214 170,837
215 ': 941327
216 63709
83 217 28,6
218 25,154
219 25,511
220 31,641
0.51
0.47
0.55
6.84
1.09
6.59
4.00
0.83
0.58
0.44
0.45
0.74
1.17
3.92
2.17
1.46
0.66
0.58
0.59
0.73
22,386
_-
16,147
17,136
25,107
30,159
45,848
29,295
16,726
16,962
17,004
17,163
30,894
21,212
32,412
34,798
35,896
22,540
23,083
23,656
26,574
100.00/°
- _o _. -
79 Ot /0
7161%
68.28%
63.50%
15.98%
16.80%
46.34%
67.10%
87.97%
88.33%
95.63%
41.72%
18.97% -
36.896%
56.34%
78.59%
91.77%
92.73%
83.996%
22,386
_..._.
20,437
22,847
- 33,476
46,213
61,131
_..
39,060
22,301
22,616
19,329
19,430
-
32,305
28,282
- -
43,216
46,398
473862
28,683
25,154
25,511
31,641
5,597
-
5,109
5,712
7,703
9,254
14,067
8,988
51575
5,654
4,832
4,858
-
7,434
-6,K-8
--9,9. -
9,945
10,677
11,614
6,600
5,788
5,870
7,281 1
25.00%
25.00%
25.00%
2a0-1 %
23.01%
23.01%
o
23.01 /o
25.00%
25.00%
25.00%
25.00%0
23.01%
23.01%
-
23.01%
23.01%
23.01%
23.01%
23.01%
23.61%
23.01%

Project Area for
Coverage
LOT # : TOTAL AREA
UPLAND
AREA
Coverage Calcs
Allowed
%Coverage
221 20,385
0.47
20,354
99.85%
20,385
5,096
25.00%
222 24,984
0.57
24,984
100.00%
24,984
6,246
25.00%
223 17,438
0.40
15,763
90.39%
17,438
4,360
25.00%
224 60,756
1.39
37,522
61.76%
50,030
11,513
23.01%
225 67,923
1.56
47,120
69.37%
62,827
14,457
23.01%
226 60,751
1.39
41,193
67.810%
54,924
12,639
23.01%
227 60,886
1.40
42,978
70.59%
57,304
13,186
23.01%
228 73,114
1.68
53,094
72.62%
70,792
16,2 00
23.01%
229 25,876
0.59
19,819
76.59%
25,876
5,954
23.01%
230 21,455
0.49
17,916
83.50%
21,455
5;364
25.00%
231 20,868
0.48
17,292
82.860/.
20,868
5,217
25.00%
232 22,103
0.51
21,836
98.79%
22,103
5,526
25.00%
233 15,991
0.37
15,991
100.00%
15,991
3,998
25.00%
234 15,991
0.37
15,991
100.00%
15,991
3,998
25,00%
235 15,991
0.37
15,991
100.00%
15,991
3,998
25.00%
236 16,000
0.37
16,000
16,000
4,000
25.00%
237 16,000
0.37
16y000
16,000
4,000
25.00%
238 16,000
0.37
16,000
16,000
4,000
25.00%
239 21,152
0.49
21,152
S87.25%
21,152
5,288
25.00%
240 48,191
1.11
44,944
48,191
11,089
23.01%
241 32,558
0.75
28,409
32,558
7,492
23.01%
242 32,179
0.74
29,346
91.20%
32,179
7,405
23.01%
243 33,238
0.76
29,461
88.64%
33,238
7,648
23.01%
244 33,523
0.77
28,229
84.21%
33,523
7,714
23.01%
245 30,533
0.70
21,263
69.64%
28,351
6,524
23.01%
246 27,950
0.64
20,533
73.46%
27,377
6,300
23.01%
247 27,977
0.64
23,713
84.76%
27,977
6,438
23.01%
248 28,003
0.64
24,088
86.02%
28,003
6,444
23.01%
249 33,809
0.78
32,059
94.82%
33,809
7,780
23.01%
250 41,740
0.96
30,635
73.40%
40,847
9,399
23.01%
251 29,670
0.68
23,793
80.19%
29,670
6,827
23.01%
252 30,245
0.69
28,640
94.690/.
30,245
6,960
23.01%
253 38,956
0.89
27,430
70.41 %
36,573
8,416
23.01%
254 52,050
1.19
36,531
70.19%
48,709
11,209
23.01%
255 25,6 77
0.59
19,439
75.74%
25,667
5, 006
23.01%
256 23,649
257 25 868
258 30,916
259 F 36,925
260 31998
262 1 48005
68,1358
263 62,766
30,585
265 17,506
26 6 17,506
267 17,432
268 17,432
17,432
270 172432
, 271 45147
272 20,440
273 2-2,382
274 39,692
275 49,754
0.54
0.59
0.71
0.85
0.73
1.10
1.57
1.44
0.70
0.40
0.40
0.46
0.40
0.40
0.40
1.04
0.47
0.51
0.91
1.14
17,828
17,472
25,147
29,156
27,768
32,031
46,463
35,369
28,550
17,506
17,506
17,432
17,432
17,432
17,432
28359
,
202440
97
18,4
30,876
342016
75.39%
67.54%
81.34%
78966/o
86.78%
66.72%
67.97%
56.35%
93.35%
100.00%_
100.00%
100.006/.
100.00%
100.00%
100 00%
62.81%
100.00%
84.77%
77.79%
68.369/.
23,649
_._
23,296
30,916
36,925
31,998
31,998
61,951
47,159
30,585
17,506
17,506
17,432
17,432
17,432
17,432
37,812
20,440
22,382
39,692
45,346
5,912
5,824
7,114
8,497
_
7,363
7,363
14,256
10,852
7,038
37
4,6
4,376
4,358
4,356
4,358
4,358
8,701
5,110
5,596
9,134
m435
25.00%
_ . _
25.00%
23.01%
23.01%
23.01%
23.01%
23.01%
23.01%264
2301%
25.00%
_._
25.00%
25.00%
25.00%
25.00%
25.00%
23.01%
25.00%
25,00%
23.01%
23.01%

Project Area for
Coverage
LOT # TOTAL AREA
UPLAND
AREA
Coveraae Calcs
Allowed
%Coveraae
276 68,038
1.56
51,926
76.32%
68,038
15,657
23.01%
277 43,886
1.01
35,179
80.16%
43,886
10'099
23.01%
278 21,335
0.49
19,282
90.38%
21,335
5,334
25.00%
279 17,540
0.40
17,283
98.53%
17,540
4,385
25.00%
280 19,141
0.44
19,141
100.00%
19,141
4,785
25.00%
281 23,475
0.54
23,475
100.00%
23,475
5,869
25.00%
282 18,448
0.42
18,448
100.00%
18,448
4,612
25.00%
283 19,140
0.44
18,026
94.180/.
19,140
4,785
25.00%
284 22,219
0.51
19,034
§-5 67%
22,219
5,555
25.00%
285 36,132
0.83
27,556
76.27%
36,132
8,314
23.01%
286 52,306
1.20
46,251
88.42%
52,306
12,036
23.01%
287 62,849
1.44
50,592
80.50%
62,849
14,462
23.01%
288 32,554
0.75
27,631
84.88%
32,554
7,491
23.01 %
289 33,566
0.77
28,598
85.20%
33,566
7,724
23.01%
290 - 43,323
0.99
33,399
77.09%
43,323
9,969
23.01%
291 47,660
1.09
36,567
76.72%
47,660
10,967
23.01%
292 63,597
1.46
48,815
76.76%
63,597
14,635
23.01
293 44,331
1.02
31,176
70.33%
41,568
9,565
23.01%
294 25,352
0.58
21,013
82.88%
25,352
5,834
23.01%
295 1 19,993
0.46
19,529
97.680%
19,993
4,998
25.00%
296 20,027
0.46
20,027
100.00%
20,027
5,007
25.00%
297 16,679
0.38
16,679
100.00%
16,679
4,170
25.00%
298 16,136
0.37
15,883
98.43%
16,136
4,034
25.00%
299 17,276
0.40
16,955
98.140/.
17,276
4,319
25.00%
300 18,416
0.42
16,370
88.89%
18,416
4,604
25.00%
301 32,059
0.74
24,334
75.90%
32,059
7,377
23.01%
302 44,701
1.03
35,026
78.36%
44,701
10,286
23.01%
303 56,763
1.30
51,108
90.04%
56,763
13,062
23.01%
304 42,560
0.98
29,016
68.18%
38,688
8,903
23.01%
305 46,377
1.06
35,570
76.70%
46,377
10,672
23.01% -
306 60,194
1.38
49,071
81.52%
60,194
13,852
23.01%
307 79,588
1.83
48,841
61.37%
65,121
14,985
23.01%
308 53,856
1.24
27,604
51.259/-
36,805
8,469
23.01%
309 28,052
0.64
15,483
55.19%
20,644
5,161
25.00%
310 27,301
0.63
15,709
57.54%
20,945
5,236
25.00%
311 26,550
312 30,104
313 26,393
314 25,037
315 221204
316 23,517
317 21,261
318 25,574
319 38,173
320 35,729
321 37,530
322 48,711
_
323 32,668
26,344
325 33,455
326 25,764
327 56,376
328 114,857
329 462278
330 29,085
0.61
0.69
0.61
0 57
051
0.54
0.49
0.59
6.88
082
0.86
112
0.75
0.60
0.77
mg
1.29
2.64
1.06
0.67
17,323
29,170
20,319
18,164
181209
23,517
16,971
19,558
21,702
19,512
28,046
34,073
24,089
18,193
24,532
24,416
23,509
51,480
29,207
242784
65.25%
96.90%
76.98%
72.63%
82.01%
100.00%
79.K%.
MAM/.
56.85%
54.61%
74.73%
69.95%
73.74%
69.06%
73.33/6
94.77%
41.70%
44.82%
63.11%
85.21%
23,098
m 104
26393
24,245
22,204
23,517
21,261
25474
28,936
263016
37,395
45-431
_ _ ._
32,11-8
24,258
32,710
25,764
311345
68,640
38,942
29,085
5,774
6,927
6,073
6,061
5,551
5,879
5,315
5,885
6,658
5,987
8,605
10,4-
7,391
6,064
7,527
5,929
7,213
15,795
8,961
6,693
25.00%
23.01
23.01%
25.00%
25.00%
25.006X.
25.00%
23.01%
23.01%
23.01%
23.01%
23.01%
23.01% 1.
25.00%
23.01%
23.01 %
23.01%
23.01%
23.01%
23.01%

Project Area for
Coverage
LOT # : TOTAL AREA
UPLAND
AREA
Coverage Calcs
Allowed
%Coverage
331 25,434
0.58
79.07%
25,434
5,853
23.01%
332 22,773
0.52
85.28%
22,773
5,693
25.00%
333 19,722
0.45
100.00%
19,722
4,930
25.00%
334 50,020
1.15
P218928
71.08%
47,406
10,909
23.01%
335 50,614
1.16
51.36%
34,662
7,976
23.01%
336 47,749
1.10
68.91%
43,872
10,095
23.01%
337 23,646
0.54
92.61%
23,646
5,911
25.00%
338 22,221
0.51
18,494
83.23%
22,221
5,555
25.00%
339 25,467
0.58
17,064
67.00%
22,751
5,688
25.00%
340 21,740
0.50
21,740
100.00%
21,740
5,435
25.00%
341 20,880
0.48
20,880
100.00%
20,880
5,220
25.00%
342 20,880
0.48
20,287
97.16%
20,880
5,220
25.00%
343 34,236
0.79
28,216
82.42%
34,236
7,878
23.01%
344 39,031
0.90
34,896
89.41 %
39,031
8,981
23.01%
345 35,468
0.81
32,598
91.91%
35,468
8,162
23,01%
346 34,666
0.80
30,109
86.85%
34,666
7,977
23.01%
347 34,256
0.79
28,648
83.63%
34,256
7,883
23.01%
348 29,767
0.68
27,962
93.94%
29,767
6,850
23.01%
349 31,792
0.73
26,074
82.01%
31,792
7,316
23.01%
350 23,414
0.54
19,989
85.37%
23,414
5,854
25.00%
351 22,453
0.52
17,899
79.72%
22,453
5,613
25.00%
352 21,427
0.49
16,463
76.83%
21,427
5,357
25,00%
353 20,785
0.48
20,587
99.04%
20,785
5,196
25.00%
354 21,952
0.50
21,952
100.00%
21,952
5,488
25.00%
355 27,137
0.62
25,690
94.67%
27,137
6,245
23,01%
356 21,489
0.49
20,167
93.85%
21,489
5,372
25.00%
357 I 21,667
0.50
19,361
89.36%
21,667
5,417
25.00%
358 20,816
0.48
18,358
88,19%
20,816
5,204
25.00%
359 19,966
0.46
16,679
83.54%
19,966
4,991
25.00%
360 24,285
0.56
21,088
86.84%
24,285
6,071
25.00%
361 26,708
0.61
21,585
80.82%
26,708
6,146
23.01%
362 39,659
0.91
34,395
1 86.73%
39,659
9,126
23.01%
363 78,426
1.80
57,737
1 73.62%
76,982
17,715
23.01%
364 43,187
0.99
32,817
1 75.99%
43,187
9,938
23.01%
365 22,801
0.52
22,801
100.00%
22,801
5,700
25.00%
366 20,525
367 _, 21283
368 25,671
369 28 005
370 27,298
371 2 8, 51 8
K2 30,130
373 39,370
374 59212
375 341028
376 58,020
02 377 64,7
378 42,729
93 379 53 3
360 52 027
381 30,977
382 28,806
383 35,165
384 37,834
385 38,01.96
0.47
0.49
0.59
0.64
0.63
0.65
0.69
0.90
1.36
0.78
1.33
1.49
0.98
1.23
1.19
0.71
6.66
0.81
0.87
0.87
19,893
19,004
24,263
26,770
25,273
22,478
2497 ,7
30,012
45,205
20,582
421155
42,632
34,465
41,996
44,080
18,271
22,053
27,944
28,766
31,242
96.92%
89.299/6
94.51%
95.59%
92.59%
78.82%
8230%
76M61.
76.34%
60.49/° °
72.66%
65.89%
80.66 /° °
78.65%
°
84.73%
58.98%
76.56%
79.47%
76.03%
82.019/.
20,525
21,283
25,671
28 005
271298
282518 -
30,130
39,370
59,212
27,442
56,2-M
56,843
42 729
_
53,393
52 027
24,362
28,806
35,165
37,834
38,096
5,131
5,321
5,907
6,444
6,282
6,562
6933
9,060
13,625
6,315
12,934
13,080
9,832
1.01
2,286
11,972.
6,090
6.629
8,092
8,706
8,767
25.00%
2500%
23.01%
23.01%
23.01%
23.01%
23.01%
23.01%
23.01%
23.01%
23.01%
23.01%
23 Ot%
°
23 /°
23.01
25.00%
23.01%
23.01%
23.01%
23.01%

Project Area for
Coverage
LOT # TOTAL AREA
UPLAND
AREA
Coverage Calcs
Allowed
% Coverage
386 44,336
1.02
33,405
75.34%
44,336
10,202
23,01%
387 34,904
0.80
27,257
78.09%
34,904
8,032
23.01%
388 30,715
0.71
22,124
72.03%
29,499
6,788
23.01%
389 41,514
0.95
21,485
51.76%
28,647
6,592
23,01%
390 48,044
1.10
31,881
66.36%
42,508
9,782
23.01%
391 41,635
0.96
37,023
88.92%
41,635
9,581
23.01%
392 30,634
0.70
25,319
82.65%
30,634
7,049
23.01%
393 20,743
0.48
18,488
89.13%
20,743
5,186
25.00%
394 17,913
0.41
17,913
100.00%
17,913
4,478
25.00%
395 17,913
0.41
17,913
100.00%
17,913
4,478
25.00%
396 21,300
0.49
21,300
100,00%
21,300
5,325
25.00%
397 j 21,300
0.49
21,300
100,00%
21,300
5,325
25.00%
398. ''; 21,192
0.49
21,192
100.00%
21,192
5,298
25.00%
399 17,200
0.39
17,200
100.00%
17,200
4,300
25.00%
400 17,200
0.39
17,200
100,00%
17,200
4,300
25.00%
Total 15,860,824
364.11
10,855,455
68.44%
13,320,226
3,119,332
1 23.42%