SW7110205_HISTORICAL FILE_20190709

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW 71--ZA,�­fJ.S
DOC TYPE 1 ❑ CURRENT PERMIT
❑ APPROVED PLANS
[75P HISTORICAL FILE
c
DOC DATE 0-2-0& 9 ?_
Iff' &Vd 'i!�'� 0 1I

Print
Page 1 o F 1
w r0D
OEM
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Gates County, NC
addressl:
addressl:
POBOX 211
pclni
1 UU3054
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Hamel:
8RIARWOOD FOREST PRODUCTS, INC
the specific requirements of any person or will operate error -free or
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RESIDUAL -PHASE 1 MERCHANTS COMMERCE CENTER
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Lisa Cherry
Planning Director
[phone]
http://apps.agdmaps.com/prinUne/gates/iiidex.litml`?pclnbr=1003054 7/9/2019

North Carolina Secretary of State Search Results
Page 1 of 2
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Business Corporation
Legal Name
Briarwood Forest Products, Inc.
Information
Sosld: 0571239
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 11 /22/2000
Fiscal Month: December
Registered Agent: Carey, Glenn A., Jr
Addresses
Principal Office
197 Sharon Church Rd
South Mills, NC 27976
Mailing
P0Box 211
South Mills, NC 27976
Officers
President
Glenn A Carey , Jr
532 Wickwood Drive
Chesapeake VA 23322
Reg Office
197 Sharon Church Rd
South Mills, NC 27976
Treasurer
Glenn A Carey , Jr
532 Wickwood Drive
Chesapeake VA 23322
Reg Mailing
P0Box 211
South Mills, NC 27976
Secretary
Julie O Carey
532 Wickwood Drive
Chesapeake VA 23322
Stock
https://www.sosnc,gov/online_services/search/Business_Registration_Results
7/9/2019

North Carolina Secretary of State Search Results
Page 2 of' 2
Class: Common
Shares: 100000
No Par Value: Yes
https://www.sosnc.gov/online_services/searchJBusiness_Registration_Results
719120 19

BUSINESS CORPORATION ANNUAL REPO
ioaon
NAME OF BUSINESS CORPORATION: Briarwood Forest Products, Inc.
SECRETARY OF STATE ID NUMBER: 0571239 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 1 2/31 /2018
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Glenn Carev . Jr
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
197 Sharon Church Rd
SOSID: 0571239
Date Filed: 3/22/2019 ] 1-.59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2019 085 04421
0 Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
P O Box 211
South Mills, NC 27976 Camden South Mills, NC 27976 Camden
SECTION 8: PRINCIPAL OFFICEINFMMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Forestry, Timber Sales
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS ,.
0 ..
197 Sharon Church Rd
South Mills, NC 27976 Camden
P 0 Box 211
South Mills, NC 27976 Camden
6. Select one of the following if applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Glenn A Carey, Jr NAME: Glenn A Carey, Jr
TITLE' President TITLE: Treasurer
ADDRESS
532 Wickwood Drive
ADDRESS:
532 Wickwood Drive
Chesapeake, VA 23322 Chesapeake City Chesapeake, VA 23322 Chesapeake City
CERTIFIED MAIL
Return Receipt #
%N 1 ; 1 r
NAME: Julie O Carey
TITLE: Secretary
ADDRESS:
532 Wickwood Drive
Chesapeake, VA 23322 Chesapeake City
SECTION D: N OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
entity. e 3" z -/V/ C�
— . ni,4
siGNAtURE DATE
Form must be signed by an officer listed under Secllon C of this form.
Print or Type Name of 015cer Print or Type Title of Officer
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

High Density Commercial Subdivisions
Deed ReMrictions & Protective CQnyenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required ror High Density Commercial subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, i f \ ©LC) , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as Mai=, c:O j
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot square feet.
RECEIVED
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot: D EC 3 D 2011
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BE Y V Q- V Y A O
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 and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located In the 20 coastal counties.
Form DRPC-1 Rev.2 05Nov2009 Page I of 2

• � -
High Density Commercial Subdivisions
pew estrictions & Protective Convenarices
Signature:
I, - - , a Notary Public in the
State of .�2".11 j%� 2 /'I/ , County of - i
do hereby certify that C_ ` rsbnally appeared
before me this the /-(j day o�-�-rJ� �20, and acknowledge
the due exec, ion of the foregoing instrument. Witness my hand and official seal,
��� SEAL
Sigoature -
My Commission expires 1 _ :
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2

December 22, 2011
Attention: Samir Dumpor Environmental Engineer
MEL HOPKINS ENGINEERING
RECEIVED
DEC302011
DWQ-WARO
RE: Stormwater Permit No. SW7110205 - Merchants Commerce Center, Phase I
Dear Samir,
Please find herein 2 sets of revised plans and two sets of revised calculations and a check
in the amount of S505.00 for the referenced project. Respectfully I am requesting the referenced
permit be modified per the attached plans and calculations. The owner believes it's better to
construct the pond to accommodate ultimate development conditions. The same overall area was
considered with the approved and permitted plans. The only difference now is that I am
considering the overall area to be developed where I considered only a small portion to be
developed for the phase I plans. The revised calculations include all areas that will eventually be
directed to Pond W. A highlighted drawing is attached showing the additional developed areas
to be added to the pond. The calculations herein list the acreages as shown on the highlighted
plans.
Please feel free to call me to discuss these revisions.
Sincerely,
Mel Ho ins PE
Mel Hopkins Engineering LLC
757-812-9818

Sol]

MERCHANTS COMMERCE CENTER
Drawdown Calculations for BMP-A
Revised to 10/19/2011
Elevation of Temporary High water for water quality volume 23.60
Invert of Water Quality Orifice (2-3') 22.00
Center of Water Quality Orifice 22.13
Head above Center of Orifice 1.48 feet
Beginning Head 1.50 location diameter diameter effective Cd area 'A'
Incremental decrease 0.1 inches feet
Orifice 1 3 0.25 0.6 0.049
Orifice 2 3 0.25 0.6 0.049
ELEV
I RISE
VOL CF
D(3")
I Q(OUT)
D 3"
Q OUT
TIME HR)
SUM HR
23.60
1.50
115434
1.500
0.2895
1.50
6.2895
3.8077
3.8077
23.50
1.40
107498
1.400
0.2797
1.40
0.2797
3.8981
7.7058
23.40
1.30
99649
1.300
0.2695
1.30
0.2695
3.9999
11.7057
23.30
1.20
91888
1.200
0.2589
1.20
0.2589
4.1166
15.8222
23.20
1.10
84214
1.100
0.2479
1.10
0.2479
4.2514
20.0737
23.10
1.00
76626
1.000
0.2364
1.00
0.2364
4,4084
24.4821
23.00
0.90
69124
0.900
0.2242
0.90
0.2242
4.5855
29.0676
22.90
0.80
61721
0.800
0.2114
0.80
0.2114
4.7901
33.8577
22.80
0.70
54430
0.700
0.1977
0.70
0.1977
5.0443
38.9020
22.70
0.60
47248
0.600
0.1831
0.60
0.1831
5.3642
44.2662
22.60
0.50
40177
0.500
0.1671
0.50
0.1671
5.7865
50.0527
22.50
22.40
22.30
22.20
22.10
22.00
0.40
33214
0.400
0.1495
0.40
0.1495
6.3701
56.4228
0.30
26358
0.300
0.1295
0.30
0.1295
7.2397
63.6624
0.20
19610
0.200
0.1057
0.20
0.1057
8.7274
72.3899
0.10
12968
0.100
0.0747
0.10
0.0747
12.1455
84.5354
0.05
6432
0.000
#NUM1.
0.00
#NUM!
#NUM!
#NUM!
0.01
0
-0.100
#NUM!
-0.10
#NUM!
#REF!
#NUM!
Water quality volume discharges in approximately 72 hours or 3.00 days
NCDENR Method of Calculating drawdown time
Q= Cd A (2g Ho)^_5
Where Q=
Discharge in cfs
Cd =
Coefficient of discharge (dimensionless)
A =
Cross Sectional area of flow at the orifice entrance (sq ft)
g =
Acceleration of gravity (32.2 ft/sec A2)
Ho =
Driving Head (ft) measured from the centroid of the orifice area to
the water surface.
Note: use Ho/3 to compute drawdown through an orifice to reflect
the fact that the head is decreasing as the drawdown occurs.
Volume 115,434 cubic feet of stormwater
Q 0.45 cfs
Time to discharge equals 2.97 days Checks with Tabulation table above

® `, ran M r"+tvD ti-)uylNu
14 i-Uf?. C7i Li il� Voi-t i ri�t+c, �2 `V Li
= 0-X-1:5.*,5oci.4�1.121
w l—u 4 /(gc,.U-ktLta,>)
A�r
Z' . 6.� \,/OL- } �6ke, =
A"ve-,
La
1•1[I. HOPKINS [NGINEFRING
>T1- Crf'e4,
/,\ _ ter-A��.1
CST -cp,� N S -cz= , 3
451 ;, - VacJ, CeD )
1C'
P= Fop r_sarvi
5��CF-
LVD

?t4
MERCHANTS COMMERCE CENTER MEE HOPKINS ENGINEERING
COMPOSITE CN VALUES
COMMERCIAL LOTS &-O`f = r-A I �u 5
C• Coca 9 ) 1
RESIDENTIAL LOTS 20 �1a1�Rv� �v S
(" So V C�?,) + ( .-7 o = a t
RIGHT-OF-WAY ij L-
7% 10 u S
LIBRARY '`L40�a�c�V

MERCHANTS COMMERCE CENTER
AREA SUMMARY TABLE
(For determining impervious area to the pond)
Commercial Properties
10/19/2011
Area Description
Square FT
Acreage
60°% Imp
40A
Green
1
48,989
1.125
0.67
0.45
2
57,064
1.310
0.79
0.52
3
59,732
1.371
0.82
0.55
4
57,000
1.309
0.79
0.52
5
57,000
1.309
0.79
0.52
6
57,000
1.309
0.79
0.52
7
57,000
1.309
0.79
0.52
8
57,000
1.309
0.79
0.52
9
56,400
1.295
0.78
0.52
10
90,238
2.072
1.24
0.83
11
59,055
1.356
0.81
0.54
12
53,054
1.218
0.73
0.49
13
53,054
1.218
0.73
0.49
14
52,818
1.213
0.73
0.49
15
52,836
1.213
0.73
0.49
16
55,613
1.277
0.77
0.51
17
51,883
1.191
0.71
0.48
18
52,020
1.194
0.72
0.48
19
52,020
1.194
0.72
0.48
20
52,020
1.194
0.72
0.48
Sub Totals
1,131,796
25.982
15.589
10.393
-7`11072
SF
Overall is 3.0 ac of which 0.25 ac is
Library Site
119,790
2.750
1.620
1.130
54°% IMP
overlapped by primary drainage ditch
Overall is 3.61 ac of which 0.34 ac is
Residential lots
142,312
3.270
1.080
2.190
30°% IMP
overlaped by primary drainage
Other Properties
Imp Ac
Green Ac
t`'n`)
verall is 4.53 c of which 1.50 ac is
Open Space
131,879
3.03
0.00
3.03
overlaped on commercial lots
ROW Phase 1
180,599
4.15
1.86
2.29
45°%IMP
A-47 X-A4e
ROW Tract 3
93,084
2.14
0.96
1.18
45°% IMP
A6 h" &e
Totals
1,799,460
41.310
21.11
20.20
Total Impervious to pond is 21.11 acres
Total area to pond is 41.31 acres
Total Percentages
51°%
49°%
Off site Ravine
4.030
PRE & POST Condition is the same
Offsite Road
2.690
PRE & POST Condition is the same
Total Area to Design
Pt 'A'
48.030
48.03

C:\Mel Hopkins Engineering LLC\Projects\Merchants Commerce Center 20070905\engineeringlStormwater Hydrology\
Merchants Hydrology 2 Type 11 24-hr 1 Year Rainfall=3.00°
Prepared by Mel Hopkins Engineering LLC Printed 10/30/2011
HydroCAD® 8.50 s/n 005347 02007 HydroCAD Software Solutions LLC
Stage -Area -Storage for Pond P1: Pond A
Elevation
Surface
Storage
(feet)
(sq-ft)
T63,800
(cubic -feet)
22.00
0
22.05
64,319
3,203
22.10
64,841
6,432
22.15
65,365
9,687
22.20
65,890
12,968
22.25
66,418
16,276
22.30
66,948'
19,610
22.35
67,480
22,971
22.40
68,015
26,358
22.45
68,551
29,773
22.50
69,089
33,214
22.55
69,630
36,681
22:60
70,172
40,177
22.65
70,717
43,699
22.70
71,264
47,248
22.75
71,813
50,825
22.80
72,364
54,430
22.85
72,917
58,062
22.90
73,472
61,721
22.95
74,030
65,409
23.00
74,589
69,124
23.05
75,017
72,864
23.10
75,446
76,626
23.15
75,877
80,409
23.20
76,308
84,214
23.25
76,741
88,040
23.30
77,175
91,888
23.35
77,611
95,758
23.40
78,047
99,649
23.45
78,485
103,562
23.50
78,924
107,498
23.55
79,365
111,455
23.60
79,806
115,434
23.65
80,249
119,435
23.70
80,693
123,459
23.75
81,138
127,505
23.80
81,584
131,573
23.85
82,032
135,663
23.90
82,481
139,776
23.95
82,931
143,911
24.00
83,382
148,069
24.05
83,629
152,244
24.10
83,877
156,432
24.15
84,124
160,632
24.20
84,373
164,844
24.25
84,621
169,069
24.30
84,870
173,306
24.35
85,119
177.556
24.40
85,369
181,818
24.45
85,619
186,093
24.50
85,869
190,380
24.55
86,120
194,680
24.60
86,371
198,992
24.65
86,623
203,317
24.70
86,874
207,655
24.75
87,127
212,005
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
24.80
87,379
216,367
24.85
87,632
220,742
24.90
87,885
225,130
24.95
88,139
229,531
25.00
88,393
233,944
25.05
88,659
238,371
25.10
88,925
242; 810
25.15
89,191
247,263
25.20
89,458
251,729
25.25
89,726
256,209
25.30
89,993
260,702
25.35
90,261
265,208
25.40
90,530
269,728
25.45
90,799
274,261 '
25.50
91,068
278,808
25.55
91,338
283,368
25.60
91,608
287,942
25.65
91,878
292,529
25.70
92,149
297,130
25.75
92,421
301,744
25.80
92,692
306,372
25.85
92,964
311,013
25.90
93,237
315,668
25.95
93,510
320,337
26.00
93,783
325,019
26.05
94,390
329,723
26.10
95,000
334;458
26.15
95,611
339,223
26.20
96,225
344,019
26.25
96,840
348,846
26.30
97,457
353,703
26.35
98,077
358,592
26.40
98,698
363,511
26.45
99,321
368,461
26.50
99,946
373,443
26.55
108,405
378,650
26.60
117,208
384,289
26.65
126,354
390,377
26.70
135,844
396,931
26.75
145,678
403,967
26.80
155,855
411,504
26.85
166,376
419,558
26.90
177,240
428,147
26.95
188,448
437,288
27.00
200,000
446,998
SToF. �� l.tl RAF,

'go

C:\Mel Hopkins Engineering LLC\Projects\Merchants Commerce Center 20070905\engineering\Stormwater Hydrology\
Merchants Hydrology Volumes Type It 24-hr 1 Year Rainfall=3.00"
Prepared by Mel Hopkins Engineering LLC Printed 10/30/2011
H droCAD® 8.50 sln 005347 02007 H droCAD Software Solutions LLC
Stage -Area -Storage for Pond P1: Pond A
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
16.00
39,311
0
16.10
39,673
3,949
16.20
40,035
7,935
16.30
40,398
11,956
16.40
40,760
16,014
16.50
41,122
20,108
16.60
41,484
24,239
16.70
41,845
28,405
16.80
42,209
32,608
16.90
42,571
36,847
17.00
42,933
41,122
17.10
43,269
45,432
17.20
43,604
49,776
17.30
43,940
54,153
17.40
44,275
58,564
17.50
44,611
63,008
17.60
44,946
67,486
17.70
45,282
71,997
17.80
45,617
76,542
17.90-
45,952
81,120
18.00
46,288
85,733
18.10
46,632
90,379
18.20
46,976
95,059
18.30
47,320
99,774
18.40
47,664
104,523
18.50
48,008
109,307
18.60
48,352
114,125
18.70
48,696
118,977
18.80
49,040
123,864
18.90
49,384
128,785
19,00
49,728
133,741
19.10
50,081
138,731
19.20
50,433
143,757
19.30
50,786
148,818
19.40
51,138
153,914
19.50
51,491
159,045
19.60
51,844
164,212
19.70
52,196
169,414
19.80
52,549
174,651
19.90
52,901
179,924
20.00
53,254
185,232
20.10
53,615
190,575
20.20
53,976
195,955
20.30
54,337
201,370
20.40
54,698
206,822
20.50
55,060
212,310
20.60
55,421
217,834
20.70
55,782
223,394
20.80
56,143
228,990
20.90
56,504
234,623
21.00
56,865
240,291
21.10
57,577
246,013
21.20
58,289
251,806
21.30
59,001
257,671
21.40
59,713
263,607
21.50
60,426
269,614
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet}
21.60
61,138
275,692
21.70
61,850
281,841
21.80
62,562
288,062
21.90
63,274
294,354
22.00
63,986
300,717
22.10
60,220
306,927
22.20
56,453
312,760
22.30
52,687
318,217
22.40
48,921
323,298
22.50
45,155
328,002
22.60
41,388
332,329
22.70
37,622
336,279
22.80
33,856
339,853
22.90
30,089
343,050
23.00
26,323
346,871
23.10
26,323
345,871
23.20
26,323
345,871
23.30
26,323
345,871
23.40
26,323
345,871
23.50
26,323
345,871
23.60
26,323
345,871
23.70
26,323
345,871
23.80
26,323
345,871
23.90
26,323
345,871
24.00
26,323
345,871
24.10
26,323
345,871
24.20
26,323
345,871
24.30
26,323
345,871
24.40
26,323
345,871
24.50
26,323
345,871
24.60
26,323
345,871
24.70
26,323
345,871
24.80
26,323
345,871
24.90
26,323
345,871
25.00
26,323
345,871
25.10
26,323
345,871
25.20
26,323
345,871
25.30
26,323
345,871
25.40
26,323
345,871
25.50
26,323
345,871
4s It 0
ptF. AO E4t fix.

CAMeI Hopkins Engineering LLC\ProjectsWerchants Commerce Center 20070905\engineering\Stormwater Hydrology\
Merchants Hydrology Volumes Type 1124-hr 1 Year Rainfall=3.00"
Prepared by Mel Hopkins Engineering LLC Printed 10/30/2011
H droCAD® 8.50 sln 005347 @ 2007 H droCAD Software Solutions LLC
Stage -Area -Storage for Pond 1 P: Forebay
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
16.00
5,428
0
16.10
5,535
548
16.20
5,643
1,107
16.30
5,750
1,677
16.40
5,857
2,257
16.50
5,965
2,848
16.60
6,072
3,450
16.70
6,179
4,062
16.80
6,286
4,686
16.90
6,394
5,320
17.00
6,501
5,965
17.10
6,576
6,618
17.20
6,650
7,280
17.30
6,725
7,948
17.40
6,800
8,625
17.50
6,875
9,308
17.60
6,949
10,000
17.70
7,024
10,698
17.80
7,099
11,404
17.90
7,173
12,118
18.00
7,248
12,839
18.10
7,325
13,568
18.20
7,402
14,304
18.30
7,479
15,048
18.40
7,556
15,800
18.50
7,634
16,559
18.60
7,711
17,327
18.70
7,788
18,101
18.80
7,865
18,884
18.90
7,942
19,674
19.00
8,019
20,473
19.10
8,099
21,278
19.20
8,178
22,092
19.30
8,258
22,914
19.40
8,338
23,744
19.50
8,418
24,582
19.60
8,497
25,427
19.70
8,577
26,281
19.80
8,657
27,143
19.90
8,736
28,012
20.00
8,816
28,890
20.10
8,898
29,776
20.20
8,980
30,670
20.30
9,063
31,572
20.40
9,145
32,482
20.50
9,227
33,401
20.60
9,309
34,328
20.70
9,391
35,263
20.80
9,474
36,206
20.90
9,556
37,157
21.00
9,638
38,117
21.10
9,723
39,085
21.20
9,808
40,062
21.30
9,892
41,047
21.40
9,977
42,040
21.50
10,062
43,042
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
21.60
10,147
44,052
21.70
10,232
45,071
21.60
10,316
46,099
21.90
10,401
47,135
22.00_
10,486
48,179
22.10
10,639
49,235
22.20
10,791
50,307
22.30
10,944
51,393
22.40
11,096
52,495
22.50
11,249
53,613
22.60
11,402
54,745
22.70
11,554
55,893
22.80
11,707
57,056
22.90
11,859
58,234
23.00
12,012
69,428
23.10
12,012
59,428
23.20
12,012
59,428
23.30
12,012
59,428
23.40
12,012
59,428
23.50
12,012
59,428
23.60
12,012
59,428
23.70
12,012
59,428
23.80
12,012
59,428
23.90
12,012
59,428
24.00
12,012
59,428
24.10
12,012
59,428
24.20
12,012
59,428
24.30
12,012
59,428
24.40
12,012
59,428
24.50
12,012
59,428
24.60
12,012
59,428
24.70
12,012
59,428
24.80
12,012
59,428
24.90
12,012
59,428
25.00
12,012
59,428
25.10
12,012
59,428
25.20
12,012
59,428
25.30
12,012
59,428
25.40
12,012
59,428
25.50
12,012
59��
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DRAINAGE AREA MAP FOR
PHASE ONE
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MERCHANTS COMMERCE CENTER
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PHASE ONE
GATESVILLE CENTER
GATES COUNTY, NORTH CAROLINA
MASTFR PI AN
Me] Hopidns Engineering, PLLC DESLOEW M _EH
ENGINEMZWG & LAND PLAMNWGSERVICES WA1 k� MEH
204 Walden Drive Yorktown Virginia 23692 CH&IM MEH
[phone] EMAIL hopkinsix®cox.net IbATE 03/OB/2010
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1
> FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any }and -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A. I
1. Project NameeT (2p�[1 _
i 2. Location of land -disturbing activity: County t7�ITt'f,'� lCity or Township��}�"�T
Highway/Street Lk I�M2..I y g
l3 Latltude'VZol Diw
3.
7. Has an erosion and sediment control plan been filed? Yes ✓ No Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name �<. E-mall Address�l
Telephone 7=Z2Z Cell # 26ZFax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
$V_Jpjk Jv D l cR Si P1-20DUC:tS ; ,MJa
gaa+.iT1r t-�onA��yF L�Q�.1�t�sbF',_L��---z�7_� -�s-7- Zt 2,• t�c�
Name ------ —. Telephone Fax Number
Current Mailing Address Current Street Address
City State zip City State Zip
10_ Deed Book No. Page No. Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide F
comprehensive list of all responsible parties on an attached sheet): j `
�1�CzW[ Uk>C�U .
Name E-mail Address
_ ok GOMMELcec;� D' z1 ve, G7A4AZ
Current Mailing Address Current Street Address
M04 oC _ � C' Z-195 5ko%A
City State p City R State Zip
Telephone 2 0 Fax Number_

i 2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Narne
Current Mailing Address
City / State aZip
Tele
E-mail Address
Current Street Add s
City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. It the Financially Responsible
Party is a Cbrporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address/
Current Mailing Address L i j L Curt nt Street Address
City State 2ip City State Zip
Telephone 6Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
Wreted informatio?should there be any change in the information provided herein.
Type or nt name r Title or Authority
eq-r���
ignatu a Date
1 � y q,,A e �i `te�fe E_ , a Notary Public of the County of 0 , �' C
State of North Carolina, herebycertify that __ C��'CZC�e M appeared
Y �, --
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this _day of
Notary
Seal
My commission expires

254
CG Yll
L15 � -e ,-A

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h
AN
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 13, 2011
Mr. Kim Old, Manager
Quality Homes of Currituck, LLC
101 Commerce Drive
Moyock, NC 27958
Subject: Stormwater Permit No. SW7110205
Merchants Commerce Center, Phase I
High Density Commercial Subdivision Wet Pond Project
Gates County
Dear Mr. Old:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Merchants Commerce Center, Phase I on February 11, 2011 and additional
information on April 5, 2011. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law
2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7110205, dated
April 13, 2011, for the construction of the project, Merchants Commerce Center, Phase I.
This permit shall be effective from the date of issuance until April 13, 2011, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 1508 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 Samir Dumpor, or me at [phone].
S i eIT,
u
AI Hodge
Regional Supervisor
Surface Water Protection Section
AHlsd: KISDIPermits — Wet Pond1SW7110205
CC" Mel Hopkins, PE, Mel Hopkins Engineering, PLLC (204 Walden Drive, Yorktown,
VA 23692)
Pates County Inspections
ashington Regional Office
North Carolina Division of Water Quality Internet: wwx.ncxalerquality,url;
943 Washington Square Mall Phone: [phone] One
Washington, NC27889 FAX [phone] NorthCaro ina
An Equal OpportunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper Aaturalk

State Stormwater Management Systems
Permit No. SW7110205
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Quality Homes of Currituck, LLC
Merchants Commerce Center, Phase l
Gates County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved Stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 13, 2021 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The subdivision is
permitted for 5 lots, each allowed a maximum of 72% of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. This pond must be operated with a 30' vegetated filter.
5. Each lot within the subdivision whose ownership is not retained by the permittee,
must submit a separate Offsite Stormwater Management Permit application
package to the Division of Water Quality and receive a permit prior to any
construction on the lot.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7110205
7
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a.
b.
C.
d.
e.
f.
h.
I.
k,
m
n.
o.
p-
q
r.
Drainage Area, ft2:
Total Impervious Surfaces, ft2:
Average Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP ft2:
Permitted Storage Volume, ft
Storage Elevation, FMSL:
Predevelopment 1 year 24 hour:
Post development 1 year 24 hour:
Controlling Orifice:
Permanent Pool Volume, ft3
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream 1 River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1,412,651
243,065
3.5
85%
1.5"
23.00
26,323
122,897 at temporary pool el.
24.71
18.37
9.44
2-2" 0 pipe
93,141
16,785
113 HP
Bennetts Creek I Chowan River basin
25-17
"C;NSW"
1. No homeowner/lot 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.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is set up by the permittee to
review plans for compliance with the BUA limit, the plans reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
4. 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.
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
6. 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7110205
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. The permittee shall. at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
14. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7110205, as issued by
the Division of Water Quality under NCAC 2H.1000.
Page 4of9

State Stormwater Management Systems
Permit No. SW7110205
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 limited to 72% coverage. 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
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
j. If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. Prior to' transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
18. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The failing water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1 /3 HP.
20. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify must include a soils report identifying the
Page 5of9

State Stormwater Management Systems
Permit No. SW7110205
Page 1 of 2
Merchants Commerce Center, Phase I
Stormwater Permit No. SW7110205
Gates Count
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (period icallylweeklylfu11
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.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW7110205
Certification Requirements:
1.
2.
3,
4.
5.
s.
7.
8.
9.
10
11
12
13
14
15
Page 2of2
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drains are located such that the runoff is directed into the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
The permitted amounts of surface area and/or volume have been
provided.,
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWO Regional Office
Gates County Building Inspections
Page 9 of 9

State Stormwater Management Systems
Permit No. SW7110205
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Upon the successful completion of a permit modification, the individual lot owners
that request to utilize permeable pavements must submit the necessary forms
and documentation to the permittee and receive approval prior to construction of
the permeable pavement. .
21. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on its
merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
3. 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.
4. 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) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. 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 re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. 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 Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
Page 6of9

State Stormwater Management Systems
Permit No. SW7110205
12. This permit shall be effective from the date of issuance until April 13, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 13th day of April, 2011.
NORM C)WOLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleeri H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7110205
Page 7 of 9

FINANCIAL RESPONSIBILI IOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved, by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type 'or, print and; if? -
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A. FEB 1 0 2 011
1. Project Name.�C�{N_4S�QAi�
2. Location of land -disturbing activity: County C��RCf%hY lU.�� City or Township
Y
Highway/Street Vv), aL 159) LatitudA6 �Z6 CC _ Longitude_ —Xz"
3. Approximate date land -disturbing activity will commence:
4. Purpose of development (residential, commercial, industrial, institutional, etc.):,,-�NLJ�f�QL'
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
6. Amount of fee enclosed. $_ �A The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
Has an erosion and sediment control plan been filed? Yes V No Enclosed
Person to : contact should erosion and sediment control issues arise during land -disturbing activity
Name_ K i A& . 04L, • .._ E-mail Address ,��,.iilfls�� f°' ,t� i � 1 1C�lYYl�t�i �� • CA�1
Telephone Cell # 62 -q 3 - CP O Fax # 15]-- Z l 1109
Landowner(s) of Record (attach accompanie page to list additional owners):
V)V-iAt2,UlvDDt7 Fog 5i i2,ZX l(,T-5i ,4tJD
a sAt.mr 4-%NAJ�„ 05 LIU i n 1 ca! ��- 2,61--7.v]- -7-Z;Ez -15-1- Z[ ;2 •: t cj
Name Telephone Fax Number
'10I Goy ,tea "
�C�u�rrrent Mailing Address Current Street Address
�yOC*, „V,1C, 2-7952 �A Mir-,
City State zip City State Zip
10. Deed Book No. Page No. Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
gema='&
LI U.�- t
-Utj--lT�t-K- �i;�� .v.► ti �1 ��r✓� eta k�c� . { �m
Name E-mail Address
I.vk comrnE_VC-'-
Current Mailing Address Current Street Address T,
i _ L •�,r
Mod 02- tJ IJ 9 !� City State zip City State E9 ;zif 2011
Telephone �57r'� �j5� (1) 100 Fax Number -`1� ~ 21 ?2'-1, � I "�:l �UC•L:�'' `'��} i�*;
�•.Ll: Cll

sr '
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City Strafe Zip
Telephone
14
E-mail Address
Current Street Add s
City State Zip
Fax Number
(b) if the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Cbrporation, give name and street address of the Registered Agent
Name of Registered Agent
Current Mailing Address
f
Telephone
E-mail
Street
State �ip City State Zip
Fax Number _ -- - - -
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attomey-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
7etlnlormationfshould there be any change in the information provided herein.
� rn
Type or pfint name f` {- Title or Authority
e'�-'? %O
Date
I J�C@v� e_.-�a Notary Public of the County of � _ LL_ C
State of North Carolina, hereby certify that _n a_et K -_ appeared
personally before me this day and being duly sworn acknowledged that the above form was
Executed by him.
Witness my hand and notarial seal, this acl_day of _� Q� 201 0
Notary
Seal
My commission expires
(21

e
ttEL fiE�P��17S �r�c�rr�FRu�c
STORMWATER MANAGEMENT CALCULATIONS
FOR
MERCHANTS COMMERCE CENTER
PHASE I
GATES COUNTY, NC
DATE:
CLIENT NAME
PROTECT MANAGER
PROJECT ENGINEER
PROJECT NUMBER
1/30/201 1
Kim Old
Mel Hopkins PE
Mel Hopkins PE
20070905
..�111llllll/�..
MEL HOPKINS ENGINEERING LLC
204 W ALDEN DRIVE
YORKTOWN VIRGINIA 23692
757-812-9818
[e-mail]
FEB 11 2011
B
0

Table of contents
• Stormwater Management Project Narrative
• Existing Hydrology
o Existing Conditions Drainage Diagram
o Existing Conditions 1 year storm
o Existing Conditions 10 year storm
• Proposed Hydrology
o Proposed Conditions Drainage Diagram
o Proposed conditions 1 year storm
o Proposed conditions 10 year storm
• NCDENR Spreadsheet
• Drawdown Calculations
• Stage Area Storage tables
o Proposed Pond Volume (includes forebay)
o Proposed Forebay Volume
• Drainage area Map
o Boring locations for water table determination

Mel Hopkins Engineering LLC
[e-mail]
PROJECT DESCRIPTION
Stormwater Management Project Narrative
The Merchants Commerce Center project is a 157 acre mixed use development. The
property is located approximately 0.40 miles west of the intersection of Route 158 and Co Road
1300. There are three separate zonings for the property. There will be 23 commercial
properties zoned C1 located at the front (south side) of the property. The northwest corner of
the property is zoned R-1 for residential lots and the north east corner of the property is zoned
RMF-72 for Residential Multifamily. The owners are currently focused on developing the
commercial properties and more specifically lots 9-13 will be available for development as part
of phase I.
EXISTING CONDITIONS
This site is approximately 20 percent wooded with the wooded areas concentrated on
the north and west sides of the property. The remainder of the property is agricultural fields
which are used for soy beans and corn. The property is bordered on the south by Route 158, on
the west by a drainage channel, on the north by agricultural properties and on the east by
undeveloped wooded property. Several notable landmarks are the Gates County High School
and Community Center which are directly south of the property and on the opposite side of
Route 158, Soney Lane which is a private gravel road that splits this 157 acre property into east
and west sides, a drainage channel which drains from the northeast side of the property and
continues directly west then in a southern direction to two offsite box culverts which extend
under route 158. The referenced drainage channel has Army Corp of Engineers wetlands in the
base of the channel. The referenced wetlands have been field located by survey instruments
and are shown on the construction plans for Merchants Commerce Center Phase 1. There is an
existing 8" waterline on the south side of route 158 and electrical power poles with overhead
power lines on the north side which run parallel to route 158 for the full length of the property.
PROPOSED CONDITIONS
Proposed improvements for Phase I include construction of a stormwater management
facility on the southwestern corner of the property. Soney Lane will be improved with a paved
roadway for north and south vehicular movement. The roadway improvements include three

Mel Hopkins Engineering LLC [e-mail]
380' long, eleven feet wide lanes of which the middle will be for left turn movement.
Commerce Drive will be extended 580' from the intersection of Soney and Commerce in a
westerly direction ending with a temporary gravel turn -around cul-de-sac. This road will be 22'
wide with Phase 1. This reduced roadway width will allow for gravity sanitary sewer installation
without demolishing a newly paved road. Additionally, only 2 lanes are needed with phase one,
due to the limitation on developable lots. Primary ditch systems for the entire development
will be constructed as part of Phase One. These ditch systems will be constructed to ensure any
one of lots 1-23 will have an outfall available when ready for development. However the only
lots that may be developed with phase I are lots 9-13. Lots 1-8 and 14-23 will be permitted
with future phases. An 8" waterline will be extended onto the property within Soney Lane and
Commerce Drive. This water main will be used for both fire protection and potable water
supply. Each lot will be responsible for sizing there service line and meter. Sewer is being
provided by the County under separate contract.
STORMWATER FACILITY CONSIDERATIONS
The wet detention facility (pond) is sized to store stormwater for quantity and treat for
quality for lots 9-13. The normal water surface elevation is to be set at elevation 23.0. Two
borings were taken in the field for determining groundwater elevation only. The elevations are
noted on the watershed area map at the end of this document. There are 2 — 2 inch orifices set
in the control structure at elevation 23.0. Water quality volume is held back from elevation 23.0
to elevation 23.5. These 2 orifices will draw down water in 2.5 days. Draw down calculations
are provided herein. The stormwater control structure is also designed for discharging
quantities of flow at acceptable rates. The 1 year storm will be discharged at 9.33 cfs which is
lower than the pre -developed flow of 18.37 cfs. Additionally the one year storm event will
allow for free board of 1.9'. The 10 year storm was simulated for safety measures and the
results are 43.83 cfs post vs 73.24 cfs pre -developed. The reduction in post developed runoff
rates will decrease as more than 5 lots are developed. The pond was designed with a shallow
water / shallow land vegetative bench. Details for plantings can be found on Sheet 4 of the
construction plans. The pond has a forebay which is approximately 18.2% of the overall
permanent volume of water in the pond. See the stage area storage tables provided herein.
The outfall for the pond consists of a primary and secondary structure. The primary structure
will discharge up to the 5 year storm before the secondary outfall is needed. The 10 year thru
the 100 year storms will pass through both the primary and secondary structures without
topping the bank. Class B rip rap is proposed for the primary and secondary outfall structures.
There is a 30' vegetative strip between the end of the rip rap and the limits of clearing shown
on the plans.

rum b GATES ca�slyy,, me
as Jo 25 20W of i?1li2�] P11
FgMSSSSM W WQ7B
Record: $47.00
Stamps: $812.00
NORTH CAROLINA
GATES COUNTY
[a #Jim252007
us% of= GATES
North Covka CwAg
Raul Graf. Excbe Tax
THIS INSTRUMENT PREPARED BY
WILLIAM H. MORGAN, JR.
71&ardftdmdthwmn*ddbq=dsd aalarem Rat
&fate toe& wbkh the Gates Co" 1ii t7o11etla h
OMW en amocan that we a on aa:
PIN & al Lao��
Ceatee Cmni1 0111m of Lamd itesadL 71h h eat a
OeetltleKlea that the P!N mat�ea �e deid deaQ�tloo.
Tu Ooledw Dale
Ddbqmw Tu C
a y
7is Oast _!-
PIN NO. 01-00451 FEB 11 2011
PLEASE RETURN TO:
HERBERT T. MULLEN, JR.
101 East Elizabeth Street
Elizabeth City, NC 27909
THIS OMM, made and entered into this the 2o`h day of June,
2007, by and between MYRTLE G. EASON, widow, NANCY J. CONDRY,
unmarried, JAMES B. CONDRY and wife, ROBERTA J. CONDRY, JAMES A.
BLANCHARD and wife, DEBORAH L. BLANCHARD, DOROT14Y H. WAGONER and
husband, JAMES L_ WAGONER, LeROY C. HAND, III and wife, LINDA G.
McCLURE, LINDA H. HATCHER and husband, ROBERT M. HATCHER, JUNE H_
ROBERTSON and husband, ROBERT J. ROBERTSON, JR., TARA H. RUBERG
and husband, DAVID C. RUBERG, TED D. HAND and wife, NANCY U. HAND,
DEAN S. HAND and wife, KELLY H. HAND, and WILLIAM H. MORGAN, JR.,
as Administrator CTA of the ESTATE OF JIMMIE BLANCHARD HAND,
deceased, Parties of the First Part; and BRIARWOOD FOREST
PRODUCTS, INC., a North Carolina Corporation, of P.O. Box 211,
South Mills, NC 27972, and QUALITY HOMES OF CURRITUCK, LLC, a
North Carolina Limited Liability Company, of P.O. Box 743, Moyock,
NC 27958, Parties of the Second Part;
W I T N L S S S T H:
THAT WHEREAS, Jimmie Blanchard Hand died testate on April 7,
2006, and her Last Will and Codicils thereto were duly probated in
the Superior Court of Pasquotank County as appears of record in
the Office of the Clerk of Superior Court of Pasquotank County,
N.C. in Estate File No. 06--E-97, to which reference is hereby
made;
AND WHEREAS, Letters of Administration CTA were issued to
William H. Morgan, Jr., as Administrator CTA, and as appears of
record in said Estate File, and the said William H. Morgan, Jr. is
serving as the Administrator CTA of the Estate of Jimmie Blanchard
Hand, and he joins in this conveyance in his capacity as
Administrator CTA;
AND WHEREAS, it is the purpose and intent of the Parties of
the First Part to convey the property described hereinbelow in fee
simple to the Parties of the Second Part;
NOW, THEREFORE, the said Parties of the First Part, in
consideration of the premises and the sum of TEN DOLLARS ($10.00),
and other good and valuable consideration paid by the Parties of
the Second Part, the receipt of which is hereby acknowledged, have
bargained and sold, and by these presents, do bargain, sell, give,
grant and convey unto the said Parties of the Second Part, its
successors and assigns, all that certain tract or parcel of land,
together with any improvements situate thereon, lying and being in

Gatesville -Township, Gates County, North Carolina, and more
particularly described as follows_
Known as the Mac Bergeron Farm, and situated on the
Gatesville-Sunbury Highway (US Highway No. 158), and
bounded on the North by lands owned, now or formerly,
by L.L. Smith Estate, bounded on the South by US
Highway No. 158, as above, and the Lawrence Farm,
bounded on the East by Smith lands, and boundedoor4a
West by lands owned, now or formerly, by C.E. Lang.
And being the same tract of land conveyed to Jimmie
P. Blanchard (also known as Jimmie Blanchard Hand) by
Deed dated January 20, 1934, recorded in Deed Book
81, at Page 41, of the Gates County Registry.
TO HAVE AND TD HOLD the aforesaid tract or parcel of land,
together with all privileges and appurtenances thereunto belonging
unto the said Parties of the Second Part, it successors and
assigns, in fee simple forever.
And the said Parties of the First Part (with the exception of
the Administrator CTA) do covenant with the said Parties of the
Second Part that they are seized of the premises in fee simple;
that they have the right to convey the same in fee simple; that
title thereto is marketable and free of all encumbrances; and that
they will warrant and defend the title thereto against the lawful
claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the said Parties of the First Part do
hereunto set their hands and seals, this the day and year First
above written.
Q. &/JD , (SEAL)
MY �. E G . ,EASON, widow, r C
BY: 4L-- 1 /Tt1� ';4► (SEEAL )
WILLIAM I MO GAN, JR.,
HER ATTOR EY-IN--FACT
A&q&4 V. (�� (SEAL)
NANCYda
�1CONDRY, unmarr��
BY (kE fii1� -I-- F tSEAL)
WTLLIAVIH. MORGAV, JR.,
HER AT RNEY--IN-FACT
�MV4 b. 4n4!1� (,SEAL)
5 B. CONDR
BY: l�) -
s-SEAL )
WILLI H. MORGA , JR.,
HIS ATT RNEY-IN-FACT
(SEAL)
ROB�EfRTA �J CONDRY
WILLIAM 9. MORGAN, JR.,
HER ATT RNEY-IN-FACT

Q. (SEAL)
PS A. BL
AMANCIliH--ARD
BY: r •IT�� T �ti^" SEAL)
WILLI H. MORG JR_,
HIS AT RNEY-Itd-FACfi
W-AmAj - &w�w (SEAL)
DEBORAH L_ BLANCHARD
BY �14i -l�n'4�SEAL)
WILL AM MORGAN JR.,
HER ATT EY-IN-FACT
. (SEAL)
DOROTH HY . WAG
BY: AA. 11'AN-:0- EAL)
WllLIAM _ MORGAN, JR.,
HER ATT EY-IN-FACT
(SEAL)
JAMES L. WAgPNER
BY:" ht SEAL)
WILLI H. MOR JR.,
HIS ATT RNEY--IN- ACT
kWZ� _ (SEAL)
LeROV C. HAND, uIII
L)
WILLIAM MORGAN JR.,
HIS ATTORNEY -IN- CT
A4 t,0. M.&(SEAL)
LINDA G. McCLURE.
BY:� "' Y(EAL)
WILLIA111H. MORGAN JR.,
HER
��AIITT RNEY-IN-FACT
(SEAL)
LINDA H. HATCHER
` Rot
: -� � -%EAL) BY
WILLIAM H MORGAN, -,
HER ATTOR Y-IN-FACT
""M ?m' "" ' 4A (SEAL)
ROBERT M.HATCHER
WILLIAM . MORGAN, JR.,
HIS ATT EY-IN-FACT

(SEAL)
NE H. ROBERTSON
�j. 11A -
SY: (SEAL)
WILLIAM HA-MORGAN, JOR.,
�,�
HER ATTO Y--IN-FACT
IW . M (SEAL)
ROBERT . ROBERTSO , JR.
gY :jit-. _ I%r="rr(sfEAl )
WILLIAM MORGAN, .,
HIS ATTO EY-IN-FACT
(SEAL)
TARA H. RUSERG
BY: �
►ice
• !� (SEAL)
WILLIAM In
MORGAN,
JR.,
HER ATTO
EY--IN-FACT
w�el e-
(SEAL)
DAVID C. RUBERG
r
sY:
�S
►�"' (SEAL)
WILLIAM
MORGAN,
JR.,
HIS A
EY-IN-FACT
Z'
(SEAL)
TED D. HAND
BY.ins
WILLIAM n
MORGAN,
HIS ATTd
EY-IN-FACT
N. �� (SEAL)
NANCY d1r. HAND
BY- -� r ( (s EAL )
WILLIAM Hj_j MORGAN, .,
HER ATTORNEY -IN -FACT
qy. lq(SEAL)
DEAN ,S . HAND �''
BY : t f �'}}ol ild - 1(S J�
WILLIAM 4 MORGAN, J .,
HIS ATTORNEY -IN -FACT
(SEAL)
KELL} H. HAND ,
BY (SEAL)
WILLI H "ORGAN, JR.,
HER ATTOR EY-IN-FACT
, A � CTAEAL)
WILLIAM H. ORGAN, JR.,
ADMINISTRATOR CTA OF THE ESTATE OF
JIMMIE BLANCHARD HAND, DECEASED

NORTH CAROLINA
PASQUOTANK COUNTY
1, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney -in -Fact for Myrtle G_ Eason, widow,
personally appeared before me this day, and being by me duly
sworn, says that he executed the foregoing and annexed instrument
for and in behalf of Myrtle G. Eason, and that his authority to
execute and acknowledge said instrument is contained in instrument
duly executed, acknowledged and recorded in the Office of the
Register of Deeds of Gates County, NC in Book, at Page ",
and that this instrument was executed under and by virtue of the
authority given by said instrument giving him Power of Attorney;
that the said William H. Morgan, Jr. acknowledged the due
execution of the foregoing and annexed instrument for the purposes
therein expressed for and in behalf of Myrtle G. Eason.
Witness my hand and notarial seal this the 22nd day of June,
2007.
��N%s FFIczAL sEAz,1
a
N%y
Notary Public
M1°expires; January $, 2012
.,.n
NORTH CAROLINA
PASQUOTANK COUNTY
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney -in -Fact for Nancy J. Condry, unmarried,
personally appeared before me this day, and being by me duly
sworn, says that he executed the foregoing and annexed instrument
for and in behalf of Nancy J. Condry, and that his authority to
execute and acknowledge said instrument is contained in instrument
duly executed, acknowledged and recorded in the Office of the
Register of Deeds of Gates County, NC in Book �[, at Page ,
and that this instrument was executed under and by virtue of t e
authority given by said instrument giving him Power of Attorney;
that the said William H. Morgan, Jr. acknowledged the due
execution of the foregoing and annexed instrument for the purposes
therein expressed for and in behalf of Nancy J. Condry.
Witness my hand and notarial seal this the 22nd day of June,
200+w""'+
34f ooARyi(OFFICIAL SEAL)
r
•jp%ti.,OG/~�•,`�•--,.''�••* Notary Public
" ''AJVK Cfl
My commission expires: January B_, 2012

NORTH CAROLINA
PASQUOTANK COUNTY
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney -in -Fact for Jaynes B. Condry and wife,
Roberta J. Condry, personally appeared before me this day, and
being by me duly sworn, says that he executed the foregoing and
annexed instrument for and in behalf of James B. Condry and wife,
Roberta J. Condry, and that his authority to execute and
acknowledge said instrument is contained in instrument duly
executed, acknowledged and recorded in the Office of the Register
of Deeds of Gates County, NC in Book �, at Page 3qo, and that
this instrument was executed under and by virtue of the authority
given by said instrument giving him Power of Attorney; that the
said William H. Morgan, Jr. acknowledged the due execution of the
foregoing and annexed instrument for the purposes therein
expressed for and in behalf of James B. Condry and wife, Roberta
J. Condry.
Witness my hand and notarial seal this the 22nd day of June,
2007.
P• PA
ICIAL SEAL)
i �ARy • r
:La
My cion expires: January 8, 2012
NORTH CAROLINA
PASQUOTANK COUNTY
Notary Public
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney -in -Fact for James A. Blanchard and wife,
Deborah L. Blanchard, personally appeared before me this day, and
being by me duly sworn, says that he executed the foregoing and
annexed instrument for and in behalf of James A. Blanchard and
wife, Deborah L. Blanchard, and that his authority to execute and
acknowledge said instrument is contained in instrument duly
executed, acknowledged and recorded in the Office of the Register
of Deeds of Gates County, NC in Book, at Page-3�, and that
this instrument was executed under and by virtue of the authority
given by said instrument giving him .Power of Attorney; that the
said William H. Morgan, Jr. acknowledged the due execution of the
foregoing and annexed instrument for the purposes therein
expressed for and in behalf of James A. Blanchard and wife,
Deborah L. Blanchard.
�nNrss my hand and notarial seal this the 22nd day of June,
r [OFFICIAL SEAL)
Jr Q
AAi1(notary Public
My commission expires: Januar 8 2012

FORTH CAROLINA
PASQUOTANK COUNTY
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney -in -Fact for Dorothy H. Wagoner and husband,
James L. Wagoner, personally appeared before me this day, and
being by me duly sworn, says that he executed the foregoing and
annexed instrument for and in behalf of Dorothy H. Wagoner and
husband, James L. Wagoner, and that his authority to execute and
acknowledge said instrument is contained in instrument duly
executed, acknowledged and recorded in 'tl e Office of the Register
of Deeds of Gates County, NC in Book , at Page, and that
this.instrument was executed under and by virtue of the authority
given by said instrument giving him Power of Attorney; that the
said William H. Morgan, Jr. acknowledged the due execution of the
foregoing and annexed instrument for the purposes therein
expressed for and in behalf of Dorothy H. Wagoner and husband,
James L_ Wagoner.
my hand and notarial seal this the 22nd day of June,
FFICIAL SEAL)
Notary Public
My commission expires: January 8, 2012
NORTH CAROLINA
PASQUOTANK COUNTY
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney -in --Fact for LeRoy C. Hand, III and wife,
Linda G. McClure, personally appeared before me this day, and
being by me duly sworn, says that he executed the foregoing and
annexed instrument for and in behalf of LeRoy C. Hand, III and
wife, Linda G. McClure, and that his authority to execute and
acknowledge said instrument is contained in instrument duly
executed, acknowledged and recorded in the Office of the Register
of Deeds of Gates County, NC in Book, at Page and that
this instrument was executed under and by virtue of the authority
given by said instrument giving him Power of Attorney; that the
said William H. Morgan, Jr. acknowledged the due execution of the
foregoing and annexed instrument for the purposes therein
expressed for and in behalf of LeRoy C. Hand, III and wife, Linda
G. McClure.
'tness my hand and notarial seal this the 22nd day of June,
Ap
•• 1;`O '
=6 (OFFICIAL SEAL)
HKZ.Sdilln..�Notary Public
My commission expires: January 6, 2012

::1 ! r
NORTH CAROLINA
PASQUOTANK COUNTY
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney -in -Fact for Linda H. Hatcher and husband,
Robert M_ Hatcher, personally appeared before me this day, and
being by me duly sworn, says that he executed the foregoing and
annexed instrument for and in behalf of Linda H. Hatcher and
husband, Robert M. Hatcher, and that his authority to execute and
acknowledge said instrument is contained in instrument duly
executed, a-cknowledged and recorded in the Office o the Register
of Deeds of Gates County, NC in Book , at Page, and that
this instrument was executed under and by virtue of the authority
given by said instrument giving him Power of Attorney; that the
said William H. Morgan, Jr. acknowledged the due execution of the
foregoing and annexed instrument for the purposes therein
expressed for and in behalf of Linda H. Hatcher and husband,
Robert M. Hatcher.
Witness my hand and notarial seal this the 22nd day of June:,
2 0 07. onooses"
�pfF P.1►RNgT
• �Aqy t _ zczAL SEAL)
;ems AVB`r-j6
1,
My c6fflMsion expires: Januar_T 8,_ 2012
NORTH CAROI,INA
PASQUOTANK COUNTY
Notary Public
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney--in-Fact for June H. Robertson and husband,
Robert J. Robertson, Jr., personally appeared before me this day,
and being by me duly sworn, says that he executed the foregoing
and annexed instrument for and in behalf of June H. Robertson and
husband, Robert J. Robertson, Jr., and that his authority to
execute and acknowledge said instrument is contained in instrument
duly executed, acknowledged and recorded in the office of the
Register of Deeds of Gates County, NC in BookopI, at PagEL"-'?1_,
and that this instrument was executed under and by virtue of the
authority given by said instrument giving him Power of Attorney;
that the said William H. Morgan, Jr. acknowledged the due
execution of the foregoing and annexed instrument for the purposes
therein expressed for and in behalf of June H. Robertson and
husband, Robert J. Robertson, Jr.
Witness_„hand and notarial seal this the 22nd day of June,
2007.
AL
p116 .�G i '_
tit tj
y�NKri
a•/._
Notary Public
My commission expires: January 8, 2012

NORTH CAROLINA
PASQUOTANK COUNTY
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney -in -Fact for Tara H_ Ruberg and husband,
David C. Ruberg, personally appeared before me this day, and being
by me duly sworn, says that he executed the foregoing and annexed
instrument for and in behalf of Tara H. Ruberg and husband, David
C. Ruberg, and that his authority to execute and acknowledge said
instrument is contained in instrument duly executed, acknowledged
and recorded in the Office of the Register of Deeds of Gates
County, NC in Book, at Page 31p, and that this instrument was
executed under and by virtue of the authority given by said
instrument giving him Power of Attorney; that the said William H.
Morgan, Jr. acknowledged the due execution of the foregoing and
annexed instrument for the purposes therein expressed for and in
behalf of Tara H. Ruberg and husband, David C. Ruberg.
Witness my hand and notarial seal this the 22nd day of June,
2007.
�FItIAL SEAL}
PUS%, s
Notary Public
My commission expires: January 8, 2012
NORTH CAROLINA
PASQUOTANK COUNTY
1, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that. William H.
Morgan, Jr., Attorney -in -fact for Ted D. Hand, personally appeared
before me this day, and being by me duly sworn, says that he
executed the foregoing and annexed instrument for and in behalf of
Ted D. Hand, and that his authority to execute and acknowledge
said instrument is contained in instrument duly executed,
acknowledged and recorded in the Office of the Register of Deeds
of Gates County, NC in Book , at Page .�U, and that this
instrument was executed under and by virtue of the authority given
by said instrument giving him Power of Attorney; that the said
William H. Morgan, Jr. acknowledged the due execution of the
foregoing and annexed instrument for the purposes therein
expressed for and in behalf of Ted D. Hand. .
wit and and notarial seal this the 22nd day of June,
2007.
O 4
7q • 4fiF AL SEAL)
Pue�
~~ -----•'tea'•
Notary Public
My commission expires: January 8, 2012

NORTH CAROLINA
PASQUOTANK COUNTY
1, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that Pulliam H.
Morgan, Jr., Attorney -in -Fact for Nancy U. Hand, personally
appeared before me this day, and being by me duly sworn, says that
he executed the foregoing and annexed instrument for and in behalf
of Nancy U. Hand, and that his authority to execute and
acknowledge said instrument is contained in instrument duly
executed, acknowledged and recorded in the Office of the Register
of Deeds of Gates County, NC in Book zEff, at Page-affK, and that
this instrument was executed under and by virtue of the authority
given by said instrument giving him Power of Attorney; that the
said William H. Morgan, Jr. acknowledged the due execution of the
foregoing and annexed instrument for the purposes therein
expressed for and in behalf of Nancy U. Hand.
hand and notarial seal this the 22nd day of June,
2007 v,,P116T
r jjIAL SEAL)
V r
I
Notary Public
My commission expires: January 8, 2012
NORTH CAROLINA
PASQUOTANK COUNTY
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr., Attorney--in-Fact for Dean S. Hand and wife, Kelly H.
Hand, personally appeared before me this day, and being by me duly
sworn, says that he executed the foregoing and annexed instrument
for and in behalf of Dean S. Hand and wife, Kelly H. Hand, and
that his authority to execute and acknowledge said instrument is
contained in instrument duly executed, acknowledged and recorded
in the Office of the Register of Deeds of Gates County, NC in Book
'M, at Page'3I, and that this instrument was executed under and
by virtue of the authority given by said instrument giving him
Power of Attorney; that the said William H. Morgan, Jr.
acknowledged the due execution of the foregoing and annexed
instrument for the purposes therein expressed for and in behalf of
Dean S. Hand and wife, Kelly H. Hand.
Wi
hand and notarial seal this the 22nd day of June.,
2007 Vol
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SEAL)
Notary Public
My commission expires: January 8,T2012

NORTH CAROLINA
PASQUOTANK COUNTY
I, the undersigned Notary Public, in and for Pasquotank
County, State of North Carolina, do hereby certify that William H.
Morgan, Jr... Administrator CTA of the Estate of Jimmie Blanchard
Hand, deceased, personally appeared before me this date and
acknowledged the due execution of the foregoing instrument for the
purposes therein expressed.
WITNESS my hand and official stamp or seal, this the 22nd day
of June L__.2.Q0 7 . % ..
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January 8, 2012
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DWQ USE ONLY
Date Received
Fee Paid
Permit Number
A-
i6
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2(X)8 ❑ Ph lI - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ MgML Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality x:
FEB 1 1 2011
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forni may be photocopied for use as an original
GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Merchants Commerce Center Phase 1
2. Location of Project (street address):
Gates County -100 Block of Route 158 across the street from the Gates County Hiph School
City: Cou nty:Gates Zip:27938
3. Directions to project (from nearest major intersection):
Traveling in a southerly direction along County Road 1300. when you reach the intersection of Route 1300
and Route 158 turn right and advance WX1 feet to the intersection of Soney Lane (private street) and Route
158. Soney Lane will be the main entrance to the site.
4. Latitude:360 26' 43" N Longitude:760 42' 32" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being; submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started []Partially Completed` ❑ Completed" "provide a designer's
certification
2. Specify the type of project (check one):
Flow Density ®High Density ❑Drains to an Offsile Stormwater System ❑Other
3. If this application is being, submitted as the result of a previously returned application or a letter from
DWQ requesting; a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required stale permits can be
obtained by contacting, the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 24.5 ac of Disturbed Area
❑NPDES Industrial Storinwater 0404/401 Permit: Proposed Impacts None
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit
Number, issue date and the type of each permit:

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who awns the project):
Applicant/OrganizaLion: Kim Old/Quality Homes of Currituck LLC
Signing; Official & Title:Kim Old/ Owner
b.Contacl information for person listed in item 1a above:
Street Address:101 Commerce Drive
City:Moyock Slate:NC Zip:27958
Mailing; Address (if applicable):same
City:
Phone: (252 } 207-2223
Email:kimold t+wilham(swood.com
State:
Fax: NA
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2h below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a
and 2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
Person who owns the property that the project is located on):
Property Owner/Organization:Kim Old/Quality Homes of Currituck LLC
Signing Official & Title:Kim Old Owner- Develo er
h.Contact information for person listed in item 2a above:
Street Address:101 Commerce Drive
City:M oyock State:NC Zip:27958
Mailing Address (if applicable):same
City:
Phone: (252 ) 207-2223
Email: kim old(Rilliatnewood.com
State: Zip:
Fax: (757 2B-1909
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/OrganizaLion:A[Carry
Signing Official k Ti
h.Conlact information for person listed in item 3a above:
Mailing Address:194 Sharon Church Roar!
City:Soulh Mills State:NC Zip:27976
Phone: (252 ) 333-5596 Fax: ( )
EmaiLbriarwoodforest (! netscape.com
4. Local jurisdiction for building permits: Gates County
Point of Contact:Morg;an Jethro Phone #: [phone] Extension 1700

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be collected in lot line swales and roadside ditches then conveyed to a wet detention
facility.
The facility is designed with the appror+riate SA/DA ratios and the stormwater collected will draw dawn
within the 2-5 day preferred peiiod of drawdown. -
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
h.Identify the relntlation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph iI - Post Construction
3. Stormwater runoff from this project drains to the Bennettes Creek /aowan- River basin,
4. Total Property Area: 36.71 acTVs 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 36.71- phase l acres
+ Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
bdween the bunks of streams and rivers, the area below the Normal Hi h Water (NHVV) line or Mean High lNater
(MHM line, and coastal wetlands landward from the NHW (or MIline. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHVV) lime may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 17.2 90
9. How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. if there
are more than four drainage areas in the project, attach an additional sheet with the information for each
area provided in the same format as below.
Basin Information
Drainage Area A
Draina e Area
Drainage Area
Drainage Area _
Receiving Stream Name
Bennetts Creek
Stream Gass *
C,NSW
Stream Index Number
25-17
Total Drainage Area (so
1,41Z651
On -site Drainage Area (so
654,707
Off -site Drainage Area (sf)
757,944
Proposers Impervious Area"F
(sf)
243,065
9� Impervious Area` (total) 1
17.21
Impervious- Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
77,537
On -site Streets (sf)
32,670
On -site Parking (sf)
111,949
On -site Sidewalks (sf)
13,068
Other on -site (sf)
Future (sf)
7,841
Off -site (sf)
0
Existing BUA— (sf)
0
Total (so:
243,065
Stream Class and Index Number can be determined at: lrtipl/h2o.�izr.state.nc.us/biros/reports/re�ortsWB.html

" Imppervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-sito impervious area listed above determined? Provide documentation. NA
Proiects in union County: Contact DWQ Central Office staff to check if the project is located u•ithirr a Threatened &..
Endangered Species imlershed that "nay be subject to more stringent stormivater requireme»ts as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://h2o.enr.staLe.nc.us/su/binp forms.httn.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. A detailed application instruction sheet
and BMP checklists are available from hLtp://h2o.enr.state.nc.us/su/bmp forms.htm. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at llttp_Z/h2o.enr.state.nc.us/su/msi_maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httl2://h2o.enr.state.nc.us/su/bmp forms.htm.
1nitia)s
-1. Original and orre copy of the Slormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants h&"'k
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4, Permit application processing; fee of $505 payable to NCDENR, (For an Express review, refer to
htty/Zwww.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the slormwater treatment/management for
6. A USGS map identifying the site location, if the receiving stream is reported as class SA or the _
receiving stream drains to class SA waters within k s mile of the site boundary, include the's
mile radius on the map.
7. Sealed, signed and dated calculations.
S. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and slormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.

n. Existing drainage (includingf, off -site), drainage- easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify 1 `,
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring; logs. Include an 8.5"x11" copy of the NRC S County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining; the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site -visit for DWQ to verifj the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 259 Page No: 'I(X)
11, For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of Slate or other official documentation, which supports the titles and positions held
by the, persons listed in Contact Information, item 1a, 2a, anti/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secrc!tary.stale.nc.us/Corporations/CSearch.asi2x
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, oulparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sires vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot sire, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
htt 2 .enr.state.nc.us su m forms. h tin #deed restrictions. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring;
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing; requests for additional information).
Consulting Engineer _Mel_Hopkins PE
Consulting Firm: Mel Hopkins Engineering PLLC -
Mailing Address:204 Walden Drive
Cily:Yorktown State. -VA Zip:23692
Phone: (757 } 912-9918 Fax: (NA )
Email:ho 12kinsix Oct cox.net
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) Kim Old certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item Ia) Kim Old with (print or type name of organization listed in
Contact Information, item 1b) Oualihj Homes ofCurrituck LLC to develop the project as currently proposed.
A copy of the lease agreement or pending property sales contract has been provided with the submittal, which
indicates the party responsible for the operation and maintenance of the stormwater system.

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of tvil penalties of tp $25,O00 per d , pursuant to NCGS 143-215.6. qq
Signature: Date: ad a! o
1,--i'Ji 1h P a Notary Public for the State of �� "�Vi�� fti County of
do hereby certify that £I personally appeared
before me this dayof . a acknowledge the execution of the application for
a stormwater ermit. Witness m hand and official seal, _ L.
r y ,.
SEAL
My commission expires C
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormw er rulXund:,158NCZ7 SL 2006r246 (Ph. 11 -Post Construction) or SL 2008-231.
Signature: Date: b _ c� q ` U
a Notary Public for the State of k�oUnty of
n �f do here certify that C P 1�i-Wtn LC - personally appeared
before me this day of r61 U - ap<acknowledge the dyevxecution of the application for
a stormwater permit Witness my hand and official seal, _mil 1�1�JM
SEAL
My commission expires o

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 11, 2011
Mr. Kim Old, Owner
Quality Homes of Currituck
101 Commerce Drive
Moyock, NC 27958
Dear Mr. Old:
LLC
Subject: Request for Additional Information
Stormwater Project No. SW7110205
Merchants Commerce Center, Phase 1
Gates County
The Washington Regional Office received a Coastal Stormwater Permit Modification Application
for Merchants Commerce Center, Phase 1 project on February 11, 2011. 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. Numbers as listed in the Stormwater Application (Project Information, Section
4.10), for drainage area do not match the numbers in the Wet detention
supplement. According to the plans it appears that Phase 1 drainage area drains
into the wet detention pond and as such it should be listed in the wet detention
supplement (not just portion of drainage area for first five lots). Be reminded also
that if the pond is planned to be used for the rest of the Phase 1, it should be
sized accordingly or it will need to be enlarged at some future time to accept
drainage from rest of the Phase 1.
2. The wet detention supplement, page 2 of 2 in Surface Area section and SA/DA
Table data, lists Area at the sediment cleanout as 92,464 which is incorrect.
3. It appears also that maximum depth of 5.0 feet is used as average depth which is
incorrect. Please revise your'calculations. Refer to the Wet Detention pond
Chapter of the BMP Manual, page 10.3.4 for average depth calculation methods.
Use this average depth to find correct SA/DA ration in Coastal table for
permanent pool sizing.
4. Refer to the Chapter 3 of the BMP Manual for the orifice calculation and for
Simple method that we use to check the required and provided storage volume.
5. Provide a trash rack with 6" square (or less) openings on outlet structure detail.
6. Site visit and soil test for this project will be performed within one week from date
of this letter, which might result in some additional comments.
7. Provide two copies of revised plan sheets, calculations and other requested
documents.
The requested information should be received in this Office prior to April 11, 2011, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
North Carolina Division of Water Quality Internet: ww%v.nc%%'a1erqua1itvmr
943 Washington Square Mull Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarofiina
I An Equal Opportunity/Atfirmadve Action Employer — 50% Recycled/10% Post Consumer Paper Natural&
a

Page 2 of 2
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
Samir Dumpor
Environmental Engineer
CC: Mel Hopkins, PE, Mel Hopkins Engineering, PLLC (204 Walden Drive, Yorktown,
VA 23692)
i/ Washington Regional Office

NEL HOPKINS ENGINEERING
March 29, 2011
Attention: Samir Dumpor Environmental Engineer
RE: Stormwater Project No. SW7110205 - Merchants Commerce Center, Phase I
Dear Samir,
Please find herein 3 sets of revised plans for the referenced project. I have provided a
detailed response to each of your comments noted in your review letter dated March 11, 2011, A
copy of your letter is attached for your convenience.
1. The "Wet Detention Basin Supplement" and the "Stormwater Management Permit
Application form" have been revised to reflect a total area of 36.71 acres for phase I of which
32.43 acres drains to pond `A' and of this area there will be 243,065 sf of impervious surface
which includes the development of lots 9, 10, 11, 12, 13 and a portion of paved roadway within
Commerce Drive and Soney Lane. Additionally, 1 have added notes 12 and 13 to the Phase One
Construction Notes on sheet no. 3 to clarify Phase one and future development considerations for
increasing the size of Pond A.
2. The Surface area for the top elevation of sediment cleanout has been corrected to 9,464
sf. for the respective elevation of 18.0.
3. The average depth calculation has been revised to reflect an average depth of 3.66 feet
however 3.50 was used for determining the SA/DA value. A supplemental sheet with the
computation is attached for your review.
4. The drawdown spread sheet that was part of the stormwater management calculations
originally submitted has been revised to include the simple method used for determining
drawdown time. The tabulation table and simple method are very close to the same. The revised
sheet is attached for your review.
5. A yard drain grate top will be used for the outfall control structure top. Please see sheet
11 for grate top details.
6. It is my understanding that your site investigation did not generate any additional
comments.
7. Additional sets of plans as requested are provided herewith.
I have attached a copy of the wetlands delineation map and Approved Jurisdictional
Determination form for your files. Please feel free to call me.
,•� *
Sincerely,�� nr
t,.=1
Mel Hopkins PE
Mel Hopkins Engineering LLC
757-812-9818

J
.1
V
NCDENR Stormwater BMP Manual Chapter Revised 06-16-09
Maior Design Elements*
Required by the.NC Administrative Rules of the Environmental Management Commission.'
Other specifications maybe necessary to meet th6.stated pollutant removal'requirements.
1
F�TT 3 �S {}>✓
Sizing into
shall take account all runoff at ultimate b ut, mcludin�site drainage.
IJi AL1 t5 l
2
Ve etated slo s shall be no steeper than 3:1. * (,a
3
BMP shall be located in a recorded drainage easement wit') a recorded access easem nt to
a public ROW. " 0 .. A
4
Basin discharge shall be evenly distributed across a minimum 30 feet long vegetative filter
strip unless it is designed to remove 90% TSS. (A 50-ft filter is r wires in some locations.)
yet
5
If any portion is used for S&EC during construction must be cleaned out and returned to
design state. E2iG _C- 1) P5e MN4 ft-iG 7 W 0 C'_.2 Z ^62 ILZ J jVqVAt ] .
6
The design storage shall be above the permanent pool. G
7
Discharge rate of the treatment volume shall completely draw down between 2 and 5
days.
8
The average depth of the permanent pool shall be a minimum of 3 feet. The average
depth shall be calculated as described in Figure 10-2b. CAl,&JL_�93,
9
Permanent p . 1 surface area shall be determin d using Tables 10-1, 10-2,10-3, and 10-4.
10
The flow within the pond shall not short-circuit the pond. t�j V -
11
BMP shall be designed with a fore ba .
12
Basin side slopes shall be stabilized with vegetation above the permanent pool level.
13
The pond shall be designed with side slopes below the 10ft shelf stabilized per what the
soils will support and per the PE's judgment. 3;
14
The basin shall be designed with sufficient sediment storage to allow for proper operation
between scheduled cleanouts. V1_ APR, IG
Required by DWQ policy. -,These are based on available research, and represent what DWQ
cotisideis'"ne'cessary to achieve the stated removal efficiencies.
15
BMP sbaJ1 not be located to roduc adverse i acts o water levels in adjacent wetlands.
A minimum 10-foot wide vegetated shelf shall be installed around the perimeter. The
16
inside edge of the shelf shall be 6" below the permanent pool elevation; the outside edge
of the shelf shall be 6" above the permanent pool elevation. �"l)J�L
17
The forebay volume should be about 20% of the total permanent pool volume, leaving
about 80% of the design volume in the main pool.
18
Freeboard shall be a minimum of 1 foot above the maximum stage of the basin. ('
19
The permanent pool elevation shall be within 6 inches (plus or minus) of the SHWT
elevation. c'
*For multiple pond permits, please specify the areas of the site (including the lot
numbers) draining to each pond.
Wet Detention Basin
10-2
July 2007

! i 4
High Densi Commercial Subdivisions FEB 11 20 n
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Kt iM OLD , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as S f\A 2C'1E,
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number .5W-T I 20-9- , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. 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.
5. Alteration of the drainage as shown, on the approved plan may not take place without the
concurrence of the Division of Water 9dality.
72%r c(.v. ui{�y Nell �%a%%5• S.Tj,
6. The maximum allowable built -upon area per lot is square feet.
*Note: If the BUA per lot varies, pleas& substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area, per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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 and parking areas, but does not include raised, open wood decking, or the wafter
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
Forrn DRPC-1 Rev.2 05Nov2009 Page 1 of 2

1! It - I .-.. ".
- I cl -". - -,
13
F

S
I,
S
di
High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
before me this the 30 day o _ {, 20_ f ( and acknowledge
the due exec4ion of the foregoing instrument. Witness my hand and official seal,
SEAL
My Commission expires Jam— � - L
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2