SW7120106_HISTORICAL FILE_20191209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

11111111111111111111".-Annie$�F MO .03-2w,'0RR0gq0p,
Bertie County, NC;Register of Deeds page 1 of 6�(l�
Supplemental Declaration of Protective Covenants and Easements
for
Scotch Hall Preserve
Phase 2, Block I
NORTH CAROLINA — BERTIE COUNTY RFECEIVED ucL U J 2019
Prepared without benefit of title examination and return after recording to:
RIAL Corporation
105 Scotch Hall Court, PO Box 159
Merry Hill, NC 27957 f
This SUPPLEMENTAL DECLARATION is executed on , 2013,
by Rial Corporation, a North Carolina corporation ("Declarant").
WITNESSETH:
WHEREAS, Declarant is the owner of certain real property located in Merry Hill,
Township, Bertie County, North Carolina, and more particularly described as follows:
Being Lots 1-39, inclusive, as shown on that plat of "Scotch Hall Preserve PUD
Phase 2, Block I" prepared by Quible & Associates dated August 2, 2012 and
bearing the seal of J.H. Miller, Jr., Professional Land Surveyor License Number:
4958 and recorded in Map Cabinet 13 at Pages 716-718, Bertie County
Registry;
(the foregoing plat is referred to as the "Plat," with the numbered lots shown on
the Plat being hereinafter referred to individually as a "Homesite" and collectively
as the "Homesites;" the Homesites'and the areas designated as "Open Space" or
"Common Elements" shown on the Plat are hereinafter referred to collectively as
the "Property").
WHEREAS, Declarant recorded a Declaration of Conditions, Reservations and
Restrictions for Innsbrook Subdivision in Book 840 at Page 542 of the Bertie County Registry,
325670vi

ll II II ll 111JJJJJJqJJJJJJJJJfi A�9Lil i [JO18 06�03:ib?060
niJnie F. Uil son PROP
Sertie County, NC Register of Deeds page 2 of 6
which Declarant has amended and restated pursuant to that certain Amended and Restated
Master Declaration of Protective Covenants and Easements for Scotch Hall Preserve, recorded in
Book 903 at Page 79, Bertie County Registry (together with all amendments thereto and
supplemental declarations recorded in accordance with the provisions thereof, the "Master
Declaration") (unless otherwise defined herein, all terms defined in the Master Declaration shall
have the same meanings in this Supplemental Declaration);
WHEREAS, the Master Declaration establishes certain covenants, conditions,
restrictions and easements running with the land, including certain functions and duties of Scotch
Hall Preserve Owners Association, Inc. (the "Association") and its Architectural Control
Committee (the "ACC"), and easements and other rights reserved by Declarant;
WHEREAS, Article VIII, Section 3 of Master Declaration provides that Declarant may
annex additi6n6l'land into the Development;
WHEREAS, Declarant desires to add the Property to the Development, and subject the
Property to the provisions of the Master Declaration and this Supplemental Declaration.
NOW, THEREFORE, Declarant hereby declares that the Property is annexed into the
Development and shall be held, sold and conveyed subject to the covenants, conditions,
restrictions and easements contained in the Master Declaration, and to the following additional
covenants, conditions, restrictions and easements, all of which shall run with the land and be
binding upon all parties having any right, title or interest in the Property or any part thereof, their
heirs, successors and assigns, and shall inure to the benefit of each owner thereof.
Definitions. The definitions set forth in the Master Declaration are hereby adopted,
except as specifically modified or changed by this Supplemental Declaration. Each
of the Homesites is hereby designated as a Homesite, as defined in the Master
Declaration. The streets and other Common Elements shown on the Plat are hereby
designated as Common Elements, as defined in the Master Declaration.
2. Specific Architectural Controls. In addition to the architectural controls set forth in
Article VI of the Master Declaration, all of which shall apply, the Homesites subject
to this Supple -mental Declaration, shall be subject to the following additional specific
architectural controls:
(a) Notwithstanding the terns of Section 5(b) of the Master Declaration, dwellings
within the Property subject to this Supplemental Declaration may be erected and
allowed to remain on a Homesite if the main structure, exclusive of open porches,
garages, carports, basements, decks, and stoops, is less than 1,800 square feet, but
only so long as any such dwelling shall be at least 1,200 square feet or greater.
(b) In order to maintain the uniform appearance and aesthetics of the exterior of the
Homesites, the Association shall maintain, remove, replace and care for all
landscaping and lawns located on the Homesites, (the "Landscaping Services"). Such
Landscaping Services shall be provided by the Association in the areas of the
Homesites that are not improved by structures, patios, porches, driveways and
walkways (the "Landscaped Areas") in such manner and frequency as determined by
-2-

I��l�lilll�lillllllllll 11llil�lil�l1092802 m8 2°,3
P0019 18 03 : 19 , 000
nnie F. Wilson PROP
Bertie County, NC Register of Deeds page 3 of 6
`�✓' the Association to be in accordance with generally accepted horticultural practices for
residential homes in the Development. The Owner of each Homesite shall be subject
to a Segment Assessment as set forth in Article IV, Section 10 of the Master
Declaration to defray the Association's cost and expense incurred in connection with
the Landscaping Services. The annual Segment Assessment of the Association for
the Landscaping Services is ILZOO per year for improved Homesites and S±00 per
year for unimproved Homesites (to be paid quarterly) for the year 2012, which is
subject to change from time to time in accordance with the terms of the Master
Declaration.
(c) No Owner shall allow or permit the installation, removal or replacement of any plant
or landscaping materials within the Landscaped Areas of his/her Homesite without
the prior written consent of the ACC.
(d) No Owner shall allow or permit activities that damage or destroy the plants,
landscaping materials or irrigation systems within the Landscaped Areas of his/her
Homesite without the prior written consent of the ACC.
3. Landscaping Services_ and Lot Line Easements. There is reserved to and for the
benefit of Declarant, the: Association, and their successors and assigns, easements in,
on, over, across and through (a) each Homesite for the purpose of performing the
Landscaping Services and for the construction, installation, repair, maintenance,
replacement and improvement of irrigation systems as the Association deems
reasonable necessary for the performance of the Landscaping Services and (b) those
` portions of the Homesites designated as "20' Drainage & Utility Easement" and "10'
Drainage & Utility Easement" on the Plat, for the purposes of construction,
installation, repair, maintenance and improvement of utilities and drainage facilities,
including but not limited to drainage swales, pipes and drainage structures.
4. Stormwater Management and Built -Upon Area. For purposes of this Supplemental
Declaration and the Property shown on the Plat, Article IX, Section I of the Master
Declaration is hereby amended to apply to the Property. furthermore, the Property
described in this Supplemental Declaration shall be subject to the following provision
regarding Stormwater Management; Impervious Surface Coverage:
(a) Stormwater Management; Impervious Surface Coverage — Phase 2. The
covenants in this paragraph are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7120106 Modification, as issued by
the Department of Environment and Natural Resources, Division of Water
Quality under NCAC 2H.1000. The State of North Carolina is made a beneficiary
of the covenants in this paragraph to the extent necessary to maintain compliance
with the Stormwater Management Permit referred to in the previous sentence. The
covenants in this paragraph are to run with the land and be binding on all persons
and parties claiming under them. 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. Alteration of the drainage as shown on the
approved plans may not take place without the concurrence of the Division of
Water Quality. The maximum built upon area per Homesite is shown in the table
-3-

yll�lyll�y�er f Deeds F.
Wi Is' of�g.15.Q OP
Berne County. N
attached hereto as Exhibit A. This allotted amount includes any built -upon area
constructed within the Homesite property boundaries, and that portion of the
right-of-way between the front line of the Homesite 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. For those
Homesites within CAMA's Area of Environmental Concern ("AEC"), where the
Division of Coastal Management calculates a different maximum built -upon area
per Homesite, the most restrictive of the two numbers shall be the governing
built -upon area. All runoff on the Homesite must drain into the permitted system.
This may be accomplished through providing roof drain gutters, which drain to
the street, grading the Homesite to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Homesites that will naturally
drain into the system are not required to'provide these measures: Built -upon area
in excess of the permitted amount will require a permit modification. If permeable
pavement credit is requested, the applicable owner must submit a request, with
supporting documentation, to the permitteee and receive approval prior to
construction of any built -upon area.
5. Amendments. The covenants, conditions, restrictions and other provisions set forth in
this Supplemental Declaration may be amended as provided in the Master
Declaration.
Except as specifically set out in this Supplemental Declaration, the provisions of the
Master Declaration remain as set out therein.
[signature page follows]

llii. yy `` llll ll`` yy 44 �tJ�L� '��IG� mz-ma-zmia000
Deeds F. Page15 ofm8PROP
aertie Count . NC Register of
IN WITNESS WHEREOF, Declarant has caused this instrument to be duly executed, the
day and year first above written.
B
N
T
STATE OF Va.. tA4
COUNTY OF
I certify that the following person personally a peared before me this d , acknowledging to me
that he signed the foregoing document: �� � Rase 7timni.�rell.o
Date: 2 /7 % , 201-
WNCENT SHUM
NOTARY PUBLIC, STATE OF NEW YORK
(Official Seal) NO. 01 SH61 79613
QUALIFIED IN QQEENS COUNTY
COWS SION EXPIRES DEC. 24,201 �
My commission expires: 4 7- r
Officia
l Signature ofNotary
lcO- ' ��.. , Notary Public
Printed or typed name
-5.

`` ` I f l B0928 P00� 02 °e2°'
Register
1 I�� 1��� I f Deeds Page 16ao f: 8�15.PROP
6ertie County, NC g
%1-) Exhibit
State Stormwater Management Systems
Permit No. S.W71_20lQ6Modiilc2tion
Scotch Hall Press UPhase
Ilble i
Lot #
BU
# BUA
o #BUA
Lot; #
BUA
15,0
2
4,298
4.
46
4,492., .
4,084
_. 89
90
3,710 -..-T93
4,026
134
6,603'
3
3;960
47
4,084
91
4,174
135
5,802
4
3,960
48
4,084
92
5,147
136
6,037
5
3,960
49
4,084
' 93
5,659
137.
6,279
6
3,880
50
4,084
94
3,651
138
6,295
7
3-960
51
4,518
95
3,812
139
6;201
8
3,860
52
4,075
96
3,603
140
6,109
9
3,960-
53
4,075
97'
7,833
141
6,978
10
3,960
54
4,075
98
7,280
142
601
11
A290
55
4,075
99
5,266
143
5,373
12
3,980
58
4,075
100
4,975
144
10,975
13
3.960
57
4,075.
101
.4,727
1455
5,566
14
3,960
58
4,075
102
4,971
140
4,518
15
4,290
59
4,359
103
4,821
147
5,265
16
4,290
60'
4,045
104
4,320
148
6,719
17
4,430
61
4,091
105
4,320
149
5,117
18
4,598
62
4,091
106
4,716
150 '
4,215
19
4,749
63
4,091
107
4,899
151
3,960
20
3,947
64
4,091
108
4,899
152
4,144
21
3,782
66
4,091
109
5,936
153
4,288
22
3,601
66
3,980
110
5,922
154
4,288
23
3,614
67
4,407
111
7,358
155
4,116
24
3,376
68
4,103
112
6,040
150
4,200
25
3,026
69
4,103
113
e, 031
167
4,260
26
2,941
70
4,103
114
5;981
158
4,076,
27
2,866
71
4,504
115
5,935
159
4,329
28
3,125
72
3,604
116
5,933
.100
4,212
29
6,956
73
3,358
117
5,934
161
4,212
30
6,114
74
3,219
118
5,937
182
4,375
31
5,992
75
4,163
119
4,290
163
4,375
32
5;947
76 -
6,088
120
3,960-
164
4,202
33
5,951
77
5,941
121
3,980
166
3,860
34
5,950
78
5,938
122
3,960
166
5,047
35
5,956
79
5,936
123
3,960
167
6,651
36
5,952
80
5,937
124
3,960-
168
3,829
37
5,946
61
5,938.
125
4,542
189
4,270
38
6,724
82
3,960
126
4,966
170
4,301
39
6,447
83
3,960
127
5,587
171
4,243
40
6,120
84
3,960
128
5,466
172
4,172
41
4,540
85
3,960
129
4,585
173
4,323
42
4,097
86
3,960
130
5,079
43 -
4,097
87
3,960
131
4,726
44
4,097
88
5,895
132
4,150
BUA - built upon area (in square feet)
1012

19922",
r1, �J�rl8 0B 2012
b,,z 63-32:0@p^
Bertie County, NC Register of Dee4sapage�l sof g Q,p�jRO.
Supplemental Declaration of Protective Covenants and Easements
for
Scotch Hall Preserve
Phase 2, Block 4
NORTH CAROLINA — BERTIE COUNTY
Prepared without benefit of title examination and return after recording to:
Schell Bray PLLC QCK)
100 Europa Drive, Suite 271
Chapel Hill, NC 27517
This SUPPLEMENTAL DECLARATION is executed on "hsl (9 7 , 2012,
by Rial Corporation, a North Carolina corporation ("Declarant").
WITNESSETH:
WHEREAS, Declarant is the owner of certain real property located in Merry Hill,
Township, Bertie County, North Carolina, and more particularly described as follows:
Being Lots 40-51 and 60-69, inclusive, as shown on that plat of "Scotch Hall
Preserve PUD Phase 2, Block 4" prepared by Quible & Associates dated July 25,
2012 and bearing the seal of J.H. Miller, Jr., Professional Land Surveyor License
Number: 4958 and recorded in Map Cabinet 13 at Pages 712-713, Bertie County
Registry;
(the foregoing plat is referred to as the "Plat," with the numbered lots shown on
the Plat being hereinafter referred to individually as a "Homesite" and collectively
as the "Homesites;" the Homesites and the areas designated as "Open Space" or
"Common Elements" shown on the PIat are hereinafter referred to collectively as
the "Property").
WHEREAS, Declarant recorded a Declaration of Conditions, Reservations and
Restrictions for lnnsbrook Subdivision in Book 840 at Page 542 of the Bertie County Registry,
324834v1
i
1

II l I�11I II I I I I lI �� II I �It III I� �� 32.000
8ertie County, NC Register of Deeds page 2 of 6
which Declarant has amended and restated pursuant to that certain Amended and Restated
Master Declaration of Protective Covenants and Easements for Scotch Hall Preserve, recorded in
Book 903 at Page 79, Bertie County Registry (together with all amendments thereto and
supplemental declarations recorded in accordance with the provisions thereof, the "Master
Declaration") (unless otherwise defined herein, all terms defined in the Master Declaration shall
have the same meanings in this Supplemental Declaration);
WHEREAS, the Master Declaration establishes certain covenants, conditions,
restrictions and easements running with the land, including certain functions and duties of Scotch
Hall Preserve Owners Association, Inc. (the "Association") and its Architectural Control
Committee (the "ACC"), and easements and other rights reserved by Declarant;
WHEREAS, Article VIII, Section 3 of Master Declaration provides that Declarant may
annex additional land into the Development;
WHEREAS, Declarant desires to add the Property to the Development, and subject the
Property to the provisions of the Master Declaration and this Supplemental Declaration.
NOW, THEREFORE, Declarant hereby declares that the Property is annexed into the
Development and shall be held, sold and conveyed subject to the covenants, conditions,
restrictions and easements contained in the Master Declaration, and to the following additional
covenants, conditions, restrictions and easements, all of which shall run with the land and be
binding upon all parties having any right, title or interest in the Property or any part thereof, their
k1-11 heirs, successors and assigns, and shall inure to the benefit of each owner thereof.
I. Definitions. The definitions set forth in the Master Declaration are hereby adopted,
except as specifically modified or changed by this Supplemental Declaration. Each
of the Homesites is hereby designated as a Homesite, as defined in the Master
Declaration. The streets and other Common Elements shown on the Plat are hereby
designated as Common Elements, as defined in the Master Declaration.
2, Specific Architectural Controls. In addition to the architectural controls set forth in
Article VI of the Master Declaration, all of which shall apply, the Homesites subject
to this Supplemental Declaration, shalt be subject to the following additional specific
architectural controls:
(a) Notwithstanding the terms of Section 5(b) of the Master Declaration, dwellings
within the Property subject to this Supplemental Declaration may be erected and
allowed to remain on a Homesite if the main structure, exclusive of open porches,
garages, carports, basements, decks, and stoops, is less than 1,800 square feet, but
only so long as any such dwelling shall be at least 1,200 square feet or greater.
(b) In order to maintain the uniform appearance and aesthetics of the exterior of the
Homesites, the Association shall maintain, remove, replace and care for all
landscaping and lawns located on the Homesites, (the "Landscaping Services"). Such
Landscaping Services shall be provided by the Association in the areas of the
Homesites that are not improved by structures, patios, porches, driveways and
1 walkways (the "Landscaped Areas") in such manner and frequency as determined by
&a

08-08-2012
B0922 0907 112:53:32.000
Belinda S. White PROF
Berne County, NC Register of Deeds page 3 of 6
the Association to be in accordance with generally accepted horticultural practices for
residential homes in the Development. The Owner of each Homesite shall be subject
to a Segment Assessment as set forth in Article IV, Section 10 of the Master
Declaration to defray the Association's cost and expense incurred in connection with
the Landscaping Services. The annual Segment Assessment of the Association for
the Landscaping Services is 1200 per year for improved Homesites and $400 per
year for unimproved Homesites (to be paid quarterly) for the year 2012, which is
subject to change from time to time in accordance with the terms of the Master
Declaration.
(c) No Owner shall allow or permit the installation, removal or replacement of any plant
or landscaping materials within the Landscaped Areas of his/her Homesite without
the prior written consent of the ACC.
(d) No Owner shall allow or permit activities that damage or destroy the plants,
landscaping materials or irrigation systems within the Landscaped Areas of his/her
Homesite without the prior written consent of the ACC.
3. Landscaping Services and Lot Line Easements. There is reserved to and for the
benefit of Declarant, the Association, and their successors and assigns, easements in,
on, over, across and through (a) each Homesite for the purpose of performing the
Landscaping Services and for the construction, installation, repair, maintenance,
replacement and improvement of irrigation systems as the Association deems
reasonable necessary for the performance of the Landscaping Services and (b) those
portions of the Homesites designated as "20' Drainage & Utility Easement" and "10'
Drainage & Utility Easement" on the Plat, for the purposes of construction,
installation, repair, maintenance and improvement of utilities and drainage facilities,
including but not limited to drainage swales, pipes and drainage structures.
4. Stormwater Management and Built -Upon Area. For purposes of this Supplemental
Declaration and the Property shown on the Plat, Article IX, Section 1 of the Master
Declaration is hereby amended to apply to the Property. Furthermore, the Property
described in this Supplemental Declaration shall be subject to the following provision
regarding Stormwater Management; Impervious Surface Coverage:
(a) Stormwater Management; Impervious Surface Coverage — Phase 2. The
covenants in this paragraph are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7120106 Modification, as issued by
the Department of Environment and Natural Resources, Division of Water
Quality under NCAC 21-1.1000. The State of North Carolina is made a beneficiary
of the covenants in this paragraph to the extent necessary to maintain compliance
with the Stormwater Management Permit referred to in the previous sentence. The
covenants in this paragraph are to run with the land and be binding on all persons
and parties claiming under them. 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. Alteration of the drainage as shown on the
approved plans may not take place without the concurrence of the Division of
Water Quality. The maximum built upon area per Homesite is shown in the table
3-

111111111111111111111111111111111111111 $0922 P0908 09-88-2012
12 63 32 000
Belinda S. White PROF
Bertie County, NC Register of Deeds page 4 of 6
attached hereto as Exhibit A. This allotted amount includes any built -upon area
constructed within the Homesite property boundaries, and that portion of the
right-of-way between the front line of the Homesite 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. For those
Homesites within CAMA's Area of Environmental Concern ("AEC"), where the
Division of Coastal Management calculates a different maximum built -upon area
per Homesite, the most restrictive of the two numbers shall be the governing
built -upon area. All runoff on the Homesite must drain into the permitted system.
This may be accomplished through providing roof drain gutters, which drain to
the street, grading the Homesite to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Homesites that will naturally
drain into the system are not required to provide these measures. Built -upon area
in excess of the permitted amount will require a permit modification. If permeable
pavement credit is requested, the applicable owner must submit a request, with
supporting documentation, to the permitteee and receive approval prior to
construction of any built -upon area.
5. Amendments. The covenants, conditions, restrictions and other provisions set forth in
this Supplemental Declaration may be amended as provided in the Master
Declaration.
' Except as specifically set out in this Supplemental Declaration, the provisions of the
Master Declaration remain as set out therein.
[signature page follows]
-4-

OB-OB
lillllllllillllllllllllll lllli II iIIII Belinda S. U ite�3-32tPROF
Bertie County. NC Register of Deeds page 5 of B
IN WITNESS WHEREOF, Declarant has caused this instrument to be duly executed, the
day and year first above written.
Rial Corporation
By: A, Ni
Name: A41 i-AX14F-C�
Title: Pre
STATE OF !G j i- orn %�
COUNTY OF
I certify that the following person personally appeared b fore me this day, acknowledging to me
that he signed the foregoing document: emenkI Dedrir4fu- dF +�Oifc�"P.
C Date: c�S 20o V 0 m 5 uvJ ea5 e rr�r S
, � ,
O is Signature ofAvotary
(Oflicial Seal MARTHA P. BAZAH
i GOYM.B tS78FO$ / JA1 �. 8QZ4 P-) , Notary Public
� (� NGFAA'1 PuaiIc-CkuFpAMu �, CE 1 � � 14
�r Ca M, 1AF. AY ii sou Printed or typed name
My commission expires: CAJ
-3-

Bertie County, N Register of
@@12
12:63:32,@0@NORA t a PROF
Deeds page 6 of 6
EXHIBIT A
All Phase 2 Block 4 lots have a maximum Built Upon Area ("BUA" ) of 60% of total lot area pursuant to
State Stormwater Management Systems Permit No. SW7120106 Modification.

24-2012
6�lf DeedsdP geWliof y
Bertie County, NC g
Supplemental Declaration of Protective Covenants and Easements
far
Scotch Hall Preserve
Phase 2, Blocks 1-8
NORTH CAROLINA — BERTIE COUNTY
Prepared without benefit of title examination and return after recording to:
Schell Bray PLLC (JCK)
100 Europa Drive, Suite 271
Chapel Hill, NC 27517
This SUPPLEMENTAL DECLARATION is executed on J, 2012,
by Rial Corporation, a North Carolina corporation ("Declarant"),
WITNESSETH:
WHEREAS, Declarant is the owner of certain real property located in Merry Hill,
Township, Bertie County, North Carolina, and more particularly described as follows:
Being Lots 152-169, inclusive, as shown on that plat of "Scotch Hall Preserve
Phase 2, Blocks 2 & 7" prepared by Quible & Associates dated July 2, 2012 and
bearing the seal of J.H. Miller, Jr., Professional Land Surveyor License Number:
4958 and recorded in Map Cabinet 13 at Page 705, Bertie County Registry;
(the foregoing plat is referred to as the "Plat," with the numbered lots shown on
the Plat being hereinafter referred to individually as a "Homesite" and collectively
as the "Homesites;" the Homesites and the areas designated as "Open Space" or
"Common Elements" shown on the Plat are hereinafter referred to collectively as
the "Property").
WHEREAS, Declarant recorded a Declaration of Conditions, Reservations and
Restrictions for Innsbrook Subdivision in Book 840 at Page 542 of the Bertie County Registry,
which Declarant has amended and restated pursuant to that certain Amended and. Restated
321736v5

25A9.0
13:55:49.004
1 I Belindg S, White PROP
Bertie County, N Register of Deeds page 2 of 5
Master Declaration of Protective Covenants and Easements for Scotch Hall Preserve, recorded in
Book 903 at Page 79, Bertie County Registry (together with all amendments thereto and
supplemental declarations recorded in accordance with the provisions thereof, the "Master
Declaration") (unless otherwise defined herein, all terms defined in the Master Declaration shall
have the same meanings in this Supplemental Declaration);
WHEREAS, the Master Declaration establishes certain covenants, conditions,
restrictions and easements running with the land, including certain functions and duties of Scotch
Hall Preserve Owners Association, Inc. (the "Association") and its Architectural Control
Committee (the "ACC"), and easements and other rights reserved by Declarant;
WHEREAS, Article Vill, Section 3 of Master Declaration provides that Declarant may
annex additional land into the Development;
WHEREAS, Declarant desires to add the Property to the Development, and subject the
Property to the provisions of the Master Declaration and this Supplemental Declaration.
NOW, THEREFORE, Declarant hereby declares that the Property is annexed into the
Development and shall be held, sold and conveyed subject to the covenants, conditions,
restrictions and easements contained in the Master Declaration, and to the following additional
covenants, conditions, restrictions and easements, all of which shall run with the land and be
binding upon all parties having any right, title or interest in the Property or any part thereof, their
heirs, successors and assigns, and shall inure to the benefit of each owner thereof.
1. Definitions. The definitions set forth in the Master Declaration are hereby adopted,
except as specifically modified or changed by this Supplemental Declaration. Each
of the Homesites is hereby designated as a Homesite, as defined in the Master
Declaration. The streets and other Common Elements shown on the Plat are hereby
designated as Common Elements, as defined in the Master Declaration.
2. Secif c_Architectural Controls. In addition to the architectural controls set forth in
Article VI of the Master Declaration, all of which shall apply, the Homesites subject
to this Supplemental Declaration, shall be subject to the following additional specific
architectural controls:
(a) Notwithstanding the terms of Section 5(b) of the Master Declaration, dwellings
within the Property subject to this Supplemental Declaration may be erected and
allowed to remain on a Homesite if the main structure, exclusive of open porches,
garages, carports, basements, decks, and stoops, is less than 1,800 square feet, but
only so long as any such dwelling shall be at least 1,200 square feet or greater.
(b) In order to maintain the uniform appearance and aesthetics of the exterior of the
Homesites, the Association shall maintain, remove, replace and care for all
landscaping and lawns located on the Homesites, (the "Landscaping Services"). Such
Landscaping Services shall be provided by the Association in the areas of the
Homesites that are not improved by structures, patios, porches, driveways and
walkways (the "Landscaped Areas") in such manner and frequency as determined by
the Association to be in accordance with generally accepted horticultural practices for
-2-

PZ441m� za zmtiz
13:55T19.000
Belinda S. White PROP
Bertie County, NC Register of Deeds page 3 of 5
residential homes in the Development. The Owner of each Homesite shall be subject
to a Segment Assessment as set forth in Article IV, Section 10 of the Master
Declaration to defray the Association's cost and expense incurred in connection with
the Landscaping Services. The annual Segment Assessment of the Association for
the Landscaping Services is 1200 per year for improved Homesites and A00 per
year for unimproved Homesites (to be paid quarterly) for the year 2012, which is
subject to change from time to time in accordance with the terms of the Master
Declaration.
(c) No Owner shall allow or permit the installation, removal or replacement of any plant
or landscaping materials within the Landscaped Areas of his/her Homesite without
the prior written consent of the ACC.
(d) No Owner shall allow or permit activities that damage or destroy the plants,
landscaping materials or irrigation systems within the Landscaped Areas of his/her
Homesite without the prior written consent of the ACC.
3. Landscaping Servicesand Lot Line Easements. There is reserved to and for the
benefit of Declarant, the Association, and their successors and assigns, easements in,
on, over, across and through (a) each Homesite for the purpose of performing the
Landscaping Services and for the construction, installation, repair, maintenance,
replacement and improvement of irrigation systems as the Association deems
reasonable necessary for the performance of the Landscaping Services and (b) those
portions of the Homesites designated as "20' Drainage & Utility Easement" and "10'
Drainage & Utility Easement" on the Plat, for the purposes of construction,
installation, repair, maintenance and improvement of utilities and drainage facilities,
including but not limited to drainage swales, pipes and drainage structures.
4. Stormwater Management and Built-Upon_Are a, For purposes of this Supplemental
Declaration and the Property shown on the Plat, Article IX, Section 1 of the Master
Declaration is hereby amended to apply to the Property. Furthermore, the Property
described in this Supplemental Declaration shall be subject to the following provision
regarding Stormwater Management; Impervious Surface Coverage:
(a) Stormwater Management; Impervious Surface Coverage — Phase 2. The
covenants in this paragraph are intended to ensure ongoing compliance with State
Stormwater Management Permit Number S W7120106 Modification, as issued by
the Department of Environment and Natural Resources, Division of Water
Quality under NCAC 2H.1000. The State of North .Carolina is made a beneficiary
of the covenants in this paragraph to the extent necessary to maintain compliance
with the Stormwater Management Permit referred to in the previous sentence. The
covenants in this paragraph are to run with the land and be binding on all persons
and parties claiming under them. 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. Alteration of the drainage as shown on the
approved plans may not take place without the concurrence of the Division of
Water Quality. The maximum built upon area per Homesite is shown in the table
attached hereto as Exhibit A. This allotted amount includes any built -upon area
-3-

II I III I I II! III II II I II II I I � I-- B0922 P0443 OT 7-24012
B6-?9. 000
I I1 IIl�I Belinda S. White
Bertie County, NC Register of Deeds page 4 of S
constructed within the Homesite property boundaries, and that portion of the
right-of-way between the front line of the Homesite 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. For those
Homesites within CAMA's Area of Environmental Concern ("AEC"), where the
Division of Coastal Management calculates a different maximum built -upon area
per Homesite, the most restrictive of the two numbers shall be the governing
built -upon area. All runoff on the Homesite must drain into the permitted system.
This may be accomplished through providing roof drain gutters, which drain to
the street, grading the Homesite to drain toward the street, or grading perimeter
swaies and directing them into the pond or street. Homesites that will naturally
drain into the system are not required to provide these measures. Built -upon area
in excess of the permitted amount will require a permit modification. If permeable
pavement credit is requested, the applicable owner must submit a request, with
supporting documentation, to the permitteee and receive approval prior to
construction of any built -upon area.
5. Amendments. The covenants, conditions, restrictions and other provisions set forth in
this Supplemental Declaration may be amended as provided in the Master
Declaration.
Except as specifically set out in this Supplemental Declaration, the provisions of the
Master Declaration remain as set out therein.
[signature page follows]
-4-

ii II . _II II. ``.`` II__II__ll LI.. 8092� P0444 03 T S5:10,
I��IIIt�I��1{ Deeds pageW i�tf55:19.PROP
Sortie County,Regis
IN WITNESS WHEREOF, Declarant has caused this instrument to be duly executed, the
day and year first above written.
Rial Corporation
By: AN I
Name: NiLrXigf NrgC�LA:oF1 �L
Title: ?V440& t t'
1
STATE OF r e�,
COUNTY OF A��
I certify that the following person personally appeared before a this day, acknowled ing to me
that he signed the foregoing document: j�, 1 ��. f ti elfe �P e r v
vfp ),Pet" s S P �' ecr
Date: V , 204D-
DANIEL LEVY
(Official comet. t 1825963
NOTARY MC-CAUTORNu
SAN �iEfl6 Cauxrr
Yr Cosa. EXP. DEC. T, 2012 '�'
of Notary
Printed or typed name
My commission expires: �. e- 11
_C
0
Notary Public

kIjjjIIjIjjj 111 j?P!k!5j04
Itti-17
artie ounty, Nc Register of Deeds page 1 of a
Supplemental Declaration of Protective Covenants and Easements
for
Scotch Hall Preserve
Cottage Subdivision, Lots 1-9
NORTH CAROLINA — BERTIE COUNTY
Prepared without benefit of title examination and return after recording to:
Schell Bray Aycock Abel & Livingston PLLC, (HHA)
100 Europa Drive, Suite 271
Chapel Hill, NC 27517
This SUPPLEMENTAL DECLARATION is executed on October 51h, 2010, by
Innsbrook Golf & Marina, LLC, a North Carolina Limited Liability Company ("Declarant").
WITNESSETH:
WHEREAS, Declarant is the owner of certain real property located in Merry Hill,
Township, Bertie County, North Carolina, and more particularly described as follows:
Being Lots 1-9, inclusive, as shown on that plat of "Cottage Subdivision, Scotch
Hail Preserve" prepared by Hobbs, Upchurch & Associates, P.A. dated July, 2010
and bearing the seal of J. Gary Culp, Professional Land Surveyor License
Number: L-2950 and recorded in Map Cabinet 13 at Page 511, Bertie County
Registry (the "Plat;" with the numbered lots shown on the Plat being hereinafter
referred to individually as a "Homesite" and collectively as the "Homesites;" the
Homesites and the areas designated as "Common Elements" shown on the Plat are
hereinafter referred to collectively as the "Property").
WHEREAS, Declarant recorded a Declaration of Conditions, Reservations and
Restrictions for Innsbrook Subdivision in Book 840, Page 542 of the Bertie County Registry,
which Declarant has amended and restated pursuant to that certain Amended and Restated
�v--'264941_3.DQCX

0-0
B��l lii� � County, NC Register f ��1ofi plel s page Pf s 1T'.s�
Master Declaration of Protective Covenants and Easements for Scotch Hall Preserve, recorded in
Book 903, Page 79, Bertie County Registry (together with all amendments thereto and
supplemental declarations recorded in accordance with the provisions thereof, the "Master
Declaration') (unless otherwise defined herein, all terms defined in the Master Declaration shall
have the same meanings in this Supplemental Declaration);
WHEREAS, the Master Declaration establishes certain covenants, conditions,
restrictions and easements running with the land, including certain functions and duties of Scotch
Hall Preserve Owners Association, Inc. (the "Association") and its Architectural Control
Committee (the "ACC"), and easements and other rights reserved by Declarant;
WHEREAS, Article VIII, Section 3 of Master Declaration provides that Declarant may
annex additional land into the Development;
WHEREAS, Declarant desires to add the Property to the Development, and subject the
Property to the provisions of the Master Declaration and this Supplemental Declaration.
NOW, THEREFORE, Declarant hereby declares that the Property is annexed into the
Development and shall be held, sold and conveyed subject to the covenants, conditions,
restrictions and easements contained in the Master Declaration, and to the following additional
covenants, conditions, restrictions and easements, all of which shall run with the land and be
binding upon all parties having any right, title or interest in the Property or any part thereof, their
heirs, successors and assigns, and shall inure to the benefit of each owner thereof.
1. Definitions. The definitions set forth in the Master Declaration are hereby adopted,
except as specifically modified or changed by this Supplemental Declaration. Each
of the Homesites is hereby designated as a Homesite, as defined in the Master
Declaration. The streets and other Common Elements shown on the Plat are hereby
designated as Common Elements, as defined in the Master Declaration.
2. Specific Architectural Controls. In addition to the architectural controls set
forth in Article VI of the Master Declaration, all of which shall apply, the Homesites
subject to this Supplemental Declaration, shall be subject to the following additional
specific architectural controls:
(a) each And every window ticatment that is visible from the exterior of the dwelling
must be white or off-white in color unless otherwise approved in writing by the ACC;
(b) In order to maintain the uniform appearance and aesthetics of the exterior of the'
Homesites, the Association shall maintain, remove, replace and care for all
landscaping and lawns located on the Homesites, including the irrigation of the lawns
(the "Landscaping Services"). Such Landscaping Services shall be provided by;the
Association in the areas of the Homesites that are not improved by structures, patios,
porches, driveways and walkways (the "Landscaped Areas") in such manor and
frequency as determined by the Association to be in accordance with generally
accepted horticultural practices for residential homes in the Development. The
Owner of each Homesite shall be subject to a Segment Assessment as set forth in
Article IV, Section 10 of the Master Declaration to defray the Association's cost and
--� 264941 3.noCx - 2 -

11111IIIII�If�11111��11lllfll�llllo�m�8���h�t:s:;,,0ma
Bartle County, NC agister of Deeds page 3 of 6
expense incurred in connection with the Landscaping Services. The annual Segment
Assessment of the Association for the Landscaping Services is 1200 per year (to be
paid quarterly) for the year 2010, which is subject to change from time to time in
accordance with the terms of the Master Declaration.
(c) No Owner shall allow or permit the installation, removal or replacement of any plant
or landscaping materials within the Landscaped Areas of his/her Homesite without
the prior written consent of the ACC.
(d) No Owner shall allow or permit activities that damage or destroy the plants,
landscaping materials or irrigation systems within the Landscaped Areas of his/her
Homesite without the prior written consent of the ACC.
3. Landscaping ,Services grid Lot Line Easements. There is reserved to and for the
benefit of Declarant, the Association, and their successors and assigns, an easement
in, on, over, across and through (a) each Homesite for the purpose of performing the
Landscaping Services and for the construction, installation, repair, maintenance,
replacement and improvement of irrigation systems as the Association deems
reasonable necessary for the performance of the Landscaping Services and (b) those
portions of the Homesites designated as "15' Drainage Easement," "15' Drainage and
Access Easement" and "10' Drainage and Utility Easement" on the Plat and within
two (2) feet of the front line along Villa Way, and within three (3) feet of every side
and within five (5) feet of every rear property line of such Homesite, for the purpose
of construction, installation, repair, maintenance and improvement of utilities and
drainage facilities, including but not limited to drainage swales, pipes and drainage
structures, including access to the areas on the Plat designated as "Common Element
(Storm Water Management)". Where a Lot abuts another Lot the total width of this
easement is six (6) feet, centered on the common property line.
4. Stormwater Management and Built -Upon Area. For purposes of this
Supplemental Declaration and the Property shown on the Plat, Article IX, Section 1
of the Master Declaration is hereby amended to apply to the Property. Furthermore,
the Property described in this Supplemental Declaration shall be subject to the
following provision regarding Stormwater Management; Impervious Surface
Coverage:
(a) Stormwater Management; Impervious Surface Coverage — Cottage Subdivision.
The covenants in this paragraph are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7080320 Modification, as
issued by the Department of Environment and Natural Resources, Division of
Water Quality. For each Homesite shown on the Plat, the allowable built-u on
area is 4300 sguare feet. This allotted amount includes any built -upon area
constructed within the Homesite property boundaries, and that portion of the
right-of-way between the front line of the Homesite and the edge of the pavement.
Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina, driveways and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools. Homesites
within CAMA's Area of Environmental Concern ("AEC") may have the
26494 t 3.DOCX .3-

Urtie County, NC Register of eeds page 4 of B
permitted built -upon area reduced due to CAMA jurisdiction within the AEC.
Filling in, piping, or altering any vegetated conveyances (ditches, swales, etc.)
associated with the development, except for average driveway crossings, is
prohibited by any Persons. A 30' vegetated buffer must be maintained between
all built -upon area and the mean high water line of surface waters. All roof drains
shall terminate at least 30' from the mean high water mark. Each designated curb
outlet swale or 100' vegetated area shown on the approved plan must be
maintained at a minimum of 100' long with 3:1 (H:V) side slopes or flatter, have
a longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non -erosive manner, and maintain a dense vegetated cover. Such swales are
located in either the common elements or a drainage or watercourse easement as
shown on the Plat. These covenants pertaining to stormwater may not be altered
or rescinded without the express written consent of DWQ.
5. Amendments. The covenants, conditions, restrictions and other provisions set forth in
this Supplemental Declaration may be amended as provided in the Master
Declaration.
Except as specifically set out in this Supplemental Declaration, the provisions of the
Master Declaration remain as set out therein.
IN WITNESS WHEREOF, Declarant has caused this instrument to be duly executed, the
day and year first above written.
Innab k Golf & Marina, LLC, a North Carolina Limited Liability Company
a . North Carolina Corporation, Sole Member
, Vice President
STATE OF Z49Z
COUNTY OF D rs
(Seal)
I certify that the following person personally appeared before me this day, acknowledging to me
that she sigDe the foregoing document: Rose Tummarello.
Date: l� , 20ILI) ( V"' ;�J a
Signature o otary
(0jr1cial Seal F1sRliZ�
410TAFIY PUBLIC, State of NM Y011 � ��"� ` Y �0�`�-�� Notary Public
No. 30-48139uL1 Printed or typed name
Quai'f:d inl+lwa su u v
'�Mr —;PzLln %%00
�' 264941 3.DOCX - 4 -

I �� ilk l�llll�� 11 l� lf�l If ll� vulighl �to 6-�'000
Bertst County, NC t9ittar of Deeds page 5 of S
My commission expires:
`-�J 26494 [ 3.DOCX - 5 -

Quible
Quible & Associates, P.C.
EPONEOMG • ENVRONKMAC SCIENCES • PLAWNG • SURVEYNG
SINCE 19W
August 1, 2012
Al Hodge
Regional Supervisor
NCDENR, DWQ ��, �u�,j� UE
943 Washington Square Malt
Washington, NC 27889
RE: Partial Stormwater Management Certification
Scotch Hall Preserve PUD, Phase 2 — Stormwater Permit No. SW7120106
Merry Hill Township, Bertie County, NC
Dear Mr. Hodge,
P.O. Drower870
KAty Hawk NC 279e9
Phone: [phone]
Fax: [phone]
Web: cpble.corn
I, Michael W. Strader, Jr., P.E., as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe periodically the construction of the above
referenced stormwater management system, hereby state that the construction of Scotch Hall
Preserve PUD, Phase 2, Block 1 stormwater management, collection and conveyance has been
completed in general conformance of the approved design plans and specifications.
The reason for a "partial certification" is because new stormwater management, collection and
conveyance has been installed for only Phase 2, Block 1. Other portions (Blocks) of the
approved stormwater management system have not yet been installed at this time.
The vegetated shelf on Pond 2 has not been installed as the pond continues to serve as a
sediment basin as development of additional Blocks continues. Once all Phase 2 construction is
complete, the vegetated shelf will be installed.
Please do not hesitate to contact me at [phone], or [e-mail] should you
have any questions and/or concerns.
Sincerely,
Quible &/Associates, P.C.
Mich I W. Strader, Jr., P.E.
Encl: Checklist of item on page 2
Cc: Bobby Masters, Rial Corporation
``OI J U 111/1�
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;�oQ`•'�cESS�o•••�'t''�
W SEAL 9•=9037813
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Certification

State Stormwater Management Systems
Permit No._SW712Q1Q8
Certification Requirements: Page 2 of 2
V 1. The drainage area to the system contains approximately the permitted
acreage.
✓ 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
✓ 3. All the built upon area associated with the project is graded such that the
runoff drains to the system.
V 4. All roof drains are located such that the runoff is directed into the system.
5. The outlettbypass structure elevations are per the approved plan.
_It/_6. The outlet structure is located per the approved plans.
7.
Trash rack is provided on the outtet/bypass structure.
�B.
All slopes are grassed with permanent vegetation.
�[ -_9.
Vegetated slopes are no steeper than 3:1.
✓ 10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
✓ 11.
The permitted amounts of surface area and/or volume have been
provided.
12.
Required drawdown devices are correctly sized per the approved plans.
T13.
All required design depths are provided.
14.
All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
�15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Bertie County Building Inspections
Par-4A-k Cc?1���'GaC[r one %Or -kJ %WLW k. 69-9,044
Page 9 of 10

`{ " BUSINESS CORPORATION ANNUAL REPORT
I0.2017
NAME OF BUSINESS CORPORATION: Rial Corporation
SECRETARY OF STATE ID NUMBER: 0123580 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 1 2/31 /201 8
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Business Fil
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
160 Mine Lake Ct Ste 200
International, Inc.
E-Filed Annual Report
0123580
CA201801800439
1/18/2018 02:11
❑ Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
Raleigh, NC 27615 Wake County__
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
MEMO 'UtL 0 y 20�g
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] - 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
105 scotch hall court 105 scotch hall court
Merry Hill, NC 27957
Merry Hill, NC 27957
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: Thomas Niederkofler NAME: Alois Rieder
TITLE: President
TITLE: Vice President
NAME:
TITLE:
ADDRESS: C/o Scotch Hall Preserve ADDRESS: c/o Scotch Hall Preserve ADDRESS:
105 Scotch Hall Court
Merry Hill, NC 27957
105 Scotch HAIL Court
Merry Hill, NC 27957
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
enthomas Niederkofler 1/18/2018
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
Thomas Niederkofler President
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registratlon Division, Post Office Box 29525, Raleigh, NC 27626-0525

1 4
Thorpe, Romer
From: Daniel Sumerel <[e-mail]>
Sent: Friday, December 06, 2019 11:25 AM
To: Thorpe, Roger
Subject: Re: [External] RIAL Stormwater Permit Renewal SW7120106
Thank you Roger. I just dropped them off at the post office.
Thanks. Daniel
Get Outlook for iOS
From: Thorpe, Roger <[e-mail]>
Sent: Friday, December 6, 2019 11:22:57 AM
To: Daniel Sumerel <[e-mail]>
Subject: RE: [External] RIAL Stormwater Permit Renewal SW7120106
Daniel
I got your e-mail with attachments. We will send you an acknowledgement when the get the hard copies in the mail.
Thanks
Roger
From: Daniel Sumerel <[e-mail]>
Sent: Friday, December 06, 2019 10:44 AM
To: Thorpe, Roger <[e-mail]>
Cc: Thomas Niederkofler<[e-mail]>; Michael Strader <[e-mail]>
Subject: [External] RIAL Stormwater Permit Renewal SW7120106
Dear Mr. Thorpe,
My name is Daniel Sumerel and I am the General Manager of the Scotch Hall Preserve Development in Merry
Hill, NC. My apologies for any delays in getting the attached information to you. I have completed the Permit
Renewal Application with the assistance of Thomas Niederkofler (President of RIAL Corporation) and Michael
Strader (PE for Quible and Associates). Attached are the following documents:
Copy of Completed Permit Application signed by Thomas as president of RIAL Corporation
Copy of Processing Fee Check to NCDEQ for $505.00
Copy of Recorded Documents
Copy of Designer Certification
Copy of Latest Annual Report Filing with NC Secretary of State showing Thomas Niederkofler as president of
RIAL Corporation.

Some attachments are large. Please confirm receipt. I will also be mailing copies to your attention at the
Washington Regional Office. I may be reached at 919-300-9316 or dsumerel@scotc_hhallpreserve.com
Best Regards,
Daniel Sumerel
General Manager
Scotch Hall Preserve

6)a:Ra
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
August, 9, 2013
Ms. Rose Tummarello, CFO
Rial Corporation
55 Beattie Place, Suite 100
Greenville, SC 29601
Pat McCrory, Governor
John E. Skvada, III, Secretary
Subject: Stormwater Permit No. SW7120106 Modification
Scotch Hall Preserve PUD, Phase 2
High Density Subdivision Wet Pond Project
Bertie County
Dear Ms Tummarello:
The Washington Regional Office received a complete Stormwater Management Permit
Modification Application for Scotch Hall Preserve PUD, Phase 2 on July 15, 2013. 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. SW7120106 Modification, dated
August 9, 2013, for the construction of the project. This Modification is for the removal of
portions of previously named Street A and Street B as well as cul-de-sac extension of E.
and W. Royal Way, reduction of total number of lots from 173 as originally permitted to
169 as proposed and to revise lot sizes and allowable built -upon areas per lot.
This permit shall be effective from the date of issuance until April 24, 2020, shall void
permit SW7120106 Modification issued on April 24, 2012 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 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] FAX: [phone]
Internet: http:Ilwww.portal.ncdenr.oig/web/lrlland-quality
An Equa} Opportunity I Affirmative Action Employer - 50%Recyded11C% Post Consumer Paper

Sincerely,
Patrick H. McClain, P.E.
Regional Engineer
PHM/SD: G:ISDIPermits-Wet pond 1SVV7120106MOD2
cc: Michael Strader, Jr, PE, Quible & Associates, P.C.
Berne County Inspections
Division of Coastal Management
WWashington Regional Office

State Stormwater Management Systems
Permit No. SW7120106Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
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
Rial Corporation
Scotch Hall Preserve PUD, Phase 2
Bertie County
FOR THE
construction, operation and maintenance of two wet detention ponds 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 Energy, Mineral, and Land Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until April 24, 2020 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 1.6 on page 3 of this permit. The subdivision is
permitted for 169 lots, each allowed a maximum of (see attached Table) square
feet of built -upon area and an Amenity Area as shown on plans.
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 project proposes a dry detention basin to serve as a stormwater flow
reduction BMP to mitigate downstream peak stormwater flows. The credit for
TSS removal has not been requested for this BMP.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7120106Modification
5
0
The built' -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
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. Drainage Area, ftz:
b. Total Impervious Surfaces, ft2:
c. Average Pond Design Depth, feet
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP ft2:
h. Permitted Storage Volume, ft�:
i. Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour:
k. Post development 1 year 24 hour:
I. Controlling Orifice:
m. Permanent Pool Volume, ft3
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream / River Basin:
q. Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Pond # 1
1,477,280
412,041
3.50
90%
1.5
10.10
44,486
97,263 at temp
12.00
1.02
1.92
4.0"0 pipe
146,829
26,995
1/2 HP
Chowan River
25
"B; NSW"
Pond # 2
1,385,474
712,768
4.0
90%
1.5
10.70
110,941
pool 153,501
12.00
1.09
3.09
5.0" 0 pipe
446,788
115,720
1.0 HP
Salmon Creek
25-24
C, NSW
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 Energy, Mineral, and Land Resources, 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW71201 o6Modification
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.
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 ail 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 a"ssure 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7120106Modification
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 SW7120106 Modification,
as issued by the Division of Energy, Mineral, and Land Resources under
NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
c. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Energy, Mineral, and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral, and Land
Resources.
f. The maximum built -upon area per lot is (see attached Table) square feet.
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two numbers.
h. 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.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
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 ail 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 systems,
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 falling water from the fountain must be centered in the pond, away from
the shoreline.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7120106Modification
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in pond
#1 is % HP and pond #2 is 1.0 HP.
19. 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
Energy, Mineral, and Land Resources. The request to modify must include a
soils report identifying the 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:
20. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
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 Energy, Mineral, and Land Resources, 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 Energy, Mineral,
and Land Resources, 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7120106Modificati6n
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.
12. This permit shall be effective from the date of issuance until April 24, 2020.
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 9th day of August, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
..v- for
TFacy E. Davis, PE, CPM, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7120106 Modification
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7120106Modification
Scotch Hall Preserve PUD, Phase 2 Page 1 of 2
Stormwater Permit No. SW7120106 Modification
Bertie County
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
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. SW7120106Modification
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved .
plan.
cc: NCDENR-DEMLR Regional Office
Bertie County Building Inspections
Page 9 of 9

LOT #
TOTAL AREA
BUA %
BUA sq.ft.
1
8,473.63 sf
0.19 ac
60.00%
5,084.18 sf
2
7,163.66 sf
0.16 ac
60.00%
4,298.20 sf
3
6,606.00 sf
0.15 ac
60.00%
3,960,00 sf
4
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
5
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
6
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
7
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
8
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
9
6,600.00 sf
0,15 ac
60.00%
3,960.00 sf
10
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
_ e11.
7.,150.00 sf.
0.16 ac
60.00%
4,290.00 sf
12
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
13
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
14
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
15
7,150.00 sf
0.16 ac
60.00%
4,290,00 sf
16
7,150.00 sf
0.16 ac
60.00%
4,290.00 sf
17
7,383.96 sf
0.17 ac
60.00%
4,430.37 sf
18
7,664.05 sf
0.18 ac
60.00%
4,598.43 sf
19
7,914.44 sf
0.18 ac
60.00%
4,748.67 sf
20
6,578.19 sf
0.15 ac
60.00%
3,946.92 sf
21
6,304.02 sf
0.14 ac
60.00%
3,782.41 sf
22
5,834.24 sf
0.13 ac
60,00%
3,500.54 sf
23
6,022.79 sf
0.14 ac
60.00%
3,613.67 sf
24
5,624.92 sf
0.13 ac
60.00%
3,374.95 sf
25
5,044.15 sf
0.12 ac
60.00%
3,026.49 sf
26
4,901.98 sf
0.11 ac
L 60,00%
2,941.19 sf
27
4,776.80 sf
0.11 ac
60.00%
2,866.08 sf
28
5,208.48 sf
0.12 ac
60.00%
3,125.09 sf
29
9,925.87 sf
0.23 ac
60.00%
5,955.52 sf
30
10,189.79 sf
0.23 ac
60.00%
6,113.88 sf
31
9,986,65 sf
0.23 ac
60.00%
5,991.99 sf
32
9,911.90 sf
0.23 ac
60.00%
5,947.14 sf
33
9,917.51 sf
0.23 ac
60.00%
5,950.50 sf
34
9,922.49 sf
0.23 ac
60.00%
5,953.50 sf
35
9,927.48 sf
0.23 ac
60.00%
5,956.49 sf
36
9,920.09 sf
0.23 ac
60.00%
5,952.05 sf
37
9,910.71 sf
0.23 ac
60.00%
5,946.42 sf
38
6,827.59 sf
0.16 ac
60.00%
4,096.55 sf
39
6,827.59 sf
0.16 ac
60.00%
4,096.55 sf
40
23,604.70 sf
0.54 ac
60.00%
14,162.82 sf
41
19,917.62 sf
0.46 ac
40.00%
7,967.05 sf
42
19,283.29 sf
0.44 ac
40.00%
7,713.32 sf
43
18,092.46 sf
0.42 ac
40.00%
7,236,99 sf
44
18,085.87 sf
0.42 ac
40.00%
7,234.35 sf
45
18,295.32 sf
0.42 ac
40.00%
7,318.13 sf
46
18,696.30 sf
0.43 ac
60.00%
11,217.78 sf
47
18,929.18 sf
0.43 ac
40.00%
7,571.67 sf
48
18,713.58 sf
0.43 ac
60,00%
11,228.15 sf
49
18,187.40 sf
0.42 ac
40.00%
7,274.96 sf
50
17,630.07 sf
0.40 ac
40.00%
7,052.03 sf
51
17,072.71 sf
0.39 ac
40.00%
6,829.08 sf
52
15,601.84 sf
0.36 ac
60.00%
9,361.10 sf
53
14,055.90 sf
0.32 ac
60.00%
8,433.54 sf
54
19,443.36 sf
0.45 ac
60.00%
11,666.02 sf
55
9,966.42 sf
0.23 ac
60.00%
5,979.85 sf
56
9,697.93 sf 1
0.22 ac j
60.00%
5,818.76 sf

LOT #
TOTAL AREA
BUA %
B_ UA sg.ft.
57
18,950.54 sf
0.44 ac
60.00%
11,370.32 sf
58
11,768.94 sf
0.27 ac
60.00%
7,061.37 sf
59
14,141.90 sf
0.32 ac
60.00%
8,485.14 sf
60
15,167.38 sf
0.35 ac
40.00%
6,066.95 sf
61
15,180.20 sf
0.35 ac
40.00%
6,072.08 sf
62
15,173.79 sf
0.35 ac
40.00%
6,069.52 sf
63
15,068.85 sf
0.35 ac
40.00%
6,027.54 sf
64
15,005.58 sf
0.34 ac
40.00%
6,602.23 sf
65
15,073.42 sf
0.35 ac
40.00%
6,029.37 sf
66
15,085.98 sf
0.35 ac
40.00%
6,034.39 sf
.,-.-67.
15,012.20 sf
0.34 ac
40.00%
6,004.88 sf
fib
15,007.71 sf
0,34 ac
40.00%
6,003.08 sf
69
18,846.72 sf
0.43 ac
40.00%
7,538.69 sf
70
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
71
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
72
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
73
6,791.56 sf
0,16 ac
60.00%
4,074.93 sf
74
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
75
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
76
6,791.56 sf
0.16 ac
60,00%
4,674.93 sf
77
7,265.54 sf
0.17 ac
60.00%
4,359.32 sf
78
7,487.41 sf
0.17 ac
60.00%
4,492.44 sf
79
6,806.84 sf
0.16 ac
60.00%
4,084.10 sf
80
6,806.84 sf
0.16 ac
60.00%
4,084.10 sf
81
6,806.84 sf
0.16 ac
60.00%
4,084.10 sf
82
6,806.84 sf
0.16 ac
60.00%
4,084.10 sf
83
7,480.61 sf
0.17 ac
60.00%
4,488.37 sf
84
10,146.20 sf
0.23 ac
60.00%
6,087.72 sf
85
9,901.35 sf
0.23 ac
60.00%
5,940.81 sf
86
9,897.19 sf
0.23 ac
60.00%
5,938.31 sf
87
9,893.20 sf
0.23 ac
60.00%
5,935,92 sf
88
9,894.22 sf
0.23 ac
60.00%
5,936.53 sf
89
9,895.95 sf
0.23 ac
60.00%
5,937.57 sf
90
5,840.34 sf
0.13 ac
60.00%
3,504.20 sf
91
5.597.12 sf
0.13 ac
60.00%
3,358.27 sf
92
5,364.63 sf
0.12 ac
60.00%
3,218.78 sf
93
6,939.03 sf
0.16 ac
60.00%
4,163,42 sf.
94
7,344.67 sf
0.17 ac
60.00%
4,406.80 sf
95
6,838.03 sf
0.16 ac
60.00%
4,102.82 sf
96
6,838.03 sf
0.16 ac
60.00%
4,102.82 sf
97
6,838.03 sf
0.16 ac
60.00%
4,102.82 sf
98
7,506.31 sf
0.17 ac
60.00%
4,503.79 sf
99
6,742.03 sf
0.15 ac
60.00% '
4,045.22 sf
100
6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
101
6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
102
6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
103
6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
104
6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
105
6,632.96 sf
0.15 ac
60.00%
3,979.77 sf
106
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
107
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
108
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
109
6,600.00 sf
0,15 ac
60.00%
3,960.00 sf
110
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
111
6,600.00 sf
0.15 ac
60,00%
3,960.00 sf
112
9,826.82 sf
0.23 ac
60,00%
5,895.49 sf

LOT #
TOTAL AREA
BUA %
BUA_ sq.ft.
113
6,184.14 sf
0,14 ac
60.00%
3,710.48 sf
114
6,709.56 sf
0.15 ac
60.00%
4,025.74 sf
115
8,854.02 sf
0.20 ac
60.00%
5,312.41 sf
116
7,748.51 sf
0.18 ac
60.00%
4,649.11 sf
117
9,109.83 sf
0.21 ac
60.00%
5,465.90 sf
118
9,311.58 sf
0,21 ac
60.00%
5,586.95 sf
119
8,276.52 sf
0.19 ac
60.00%
4,965.91 sf
120
7,570.09 sf
0.17 ac
60.00%
4,542,05 sf
121
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
122
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
_,123
6,6©OAO,sf......0.15
ac
60.00%
3,960.00 sf
124
6,600.00 sf
0.i5 ac
60.00%
3,960.00 sf
125
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
126
7,150.00 sf
0.16 ac
60.00%
4,290.00 sf
143
6,956.76 sf
0.16 ac
60,00%
4,174.06 sf
144
8,578.68 sf
0.20 ac
60.00%
5,147.21 sf
145
9,431.98 sf
0.22 ac
60.00%
5,659,19 sf
146
6,085,36 sf
0.14 ac
60.00%
3,651.21 sf
147
6,353.95 sf
0.15 ac
60.00%
3,812.37 sf
148
6,005.37 sf
0.14 ac
60.00%
3,603.22 sf
149
21,076.54 sf
0.48 ac
60.00%
12,645.92 sf
150
19,853.10 sf
0.46 ac
60.00%
11,911.86 sf
151
23,448.94 sf
0.54 ac
60.00%
14,069.37 sf
152
24,076.79 sf
0.55 ac
60.00%
14,446.07 sf
153
23,546.70 sf
0.54 ac
60.00%
14,128.02 sf
154
19,534.77 sf
0.45 ac
40.00%
7,813.91 sf
155
17,336.88 sf
0.40 ac
40.00%
6,934.75 sf
156
32,987.82 sf
0.76 ac
40.00%
13,195.13 sf
157
28,976.43 sf
0.67 ac
40.00%
11,590.57 sf
158
24,316.06 sf
0.56 ac
40.00%
9,726,42 sf
159
18,860.28 sf
0.43 ac
60.00%
11,316.17 sf
160
16,239.85 sf
0.37 ac
60.00%
9,743.91 sf
161
16,999.55 sf
0.39 ac
60,00%
10,199.73 sf
162
17,172.54 sf
0.39 ac
60.00%
10,303.52 sf
163
14,531.73 sf
0.33 ac
60.00%
8,719.04 sf
164
13,825.84 sf
0.32 ac
40.00%
5,530.34 sf
165
i 3,597.29 sf
0.31 ac
40.00%
5,438.92 sf
166
13,826.84 sf
0.32 ac
40.00%
5,530.74 sf
167
14,187.15 sf
0.33 ac
40.00%
5,674.86 sf
168
14,552.84 sf
0.33 ac
40.00%
51821.14 sf
169
14,782.72 sf
0.34 ac
60.00%
8,869.63 sf

DWQ USE ONLY
Date Received
Fee Paid
Perinit Number
-.s-3
A
s rya
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph I1- Post Construction
(select rill that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M rnt Plan: j
State of North Carolina ujcz�o
Department of Environment and Natural Resource _ ��•
Division of Water Quality i.... .�' �.... V C- D
STORMWATER MANAGEMENT PERMIT APPLICATION FORM 5 2a13
Tlris form'nay I)e pliolocopied for use as are original
I. Project
GENERAL INFORMATION
I-should
1. roject Name. (subdivision, facility, or establishment name - should be consistent �� of c ramie onlp#ai
specifications, letters, operation and maintenance agreements, etc.):
Scotch Hall Presence PUD, Phase 2
2. Location of Project (street address):
Avoca Farm Road
City:Merry_Hill Township County:Bertie Zip:27957
3. Directions to project (from nearest major intersection):
Beginning at the intersection of U.S. 17 and NC 45proceed south on NC 45approximately 1.63 miles to the
intersection of NC 45 and Avoca Farm Road. Turn left onto Avoca Farm Road and proceed approximately
4.25 miles. Turn left onto Scotch Hall Lane and enter gate into project.
4. Latitude:36° 00' 26" N L0ngitude:76° 41' 34" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modification'
'Re?1CZ0(11S will? MO(lifartiarrs also requires SWU-102 Rerievul Applicaliorr Forrx
b.If this application is being; submitted as the result of a modification to an existing permit, list the existing
permit numberSW7120106 , its issue date (if knowrn)04 24/12 , and the status of
construction: ❑Not Started []Partially Completed* ® Completed* *provide a designer's ccrtificatiwr
2. Specify the type of project (check one):
❑Lots Density ®High Density ❑Drains to an Offsite 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 state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
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:Scotch Hall Preserve PUD, Phase 2, Berti-2012-002, 4/20/12, Erosion _
and Sedimentation Control Plan Permit
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htipalportal.ncdenr.or/web/wq/wslsulstatesw>Irulcs laWs
Form SWU-l0l Version 06Aug2012 Page I of 6

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 owns the project):
Applicant/Organization:IZial Corporation
Signing Official & Title:[Zose Tummarello, CFO
b.Contact information for person listed in item 1a above:
Street Address:55 Beattie Place, Suite 100
City:Greenville State:SC Zip:29601
Mailing Address (if applicable):55 Beattie Place, Suite 100
City:Greenville State:SC Zip:29601
Phone: (252 } 482-4006 Fax: ( )
E; ma i I: rtum ma re I I o-ass oc.com
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 2b 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:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( } Fax: ( }
Email:
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/Organization:Scotch Hall Preserve
Signing Official & Title:Dutch Remkes, Project -Manager
b.Contact information for person listed in item 3a above:
Mailing Address:101 Villa Way
City:Merry Hill State:NC Zip:27957
Phone: (252 ) 267-8259 Fax: { ��
Email: [e-mail]
4. Local jurisdiction for building permits: Bertie County
Point of Contact:Traci White Phone #: (252 ) 794-5336
Form SWU-101 Version 06Aug2012 Page 2 o1'6

IV. PROJECT INFORMATION
1. In the space provided below, bri�_ef1y summarize how the stormwater runoff will be treated.
Stormwater runoff will be collected through a combination of curb and gutter, roadside vegetated swales, and
storm sewer collection piping and then conveyed to two separate wet retention basins located at opposite
ends of the uroiect
a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Chowan River basin.
4. Total Property Area: 50.74 acres
Total Coastal Wetlands Area: 0 acres
Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project Area':
50.74 acres
Total project area shall be calculated to exclude the follorving: the normal pool of impounded structures, the area
between the banks of sircarus and rivers, the area below the Normal High Water (NHW) line or Mean 1 it h Water
(MHW) line, and coastal w0lands landroard from the NHW (or MHW) lure. The resultant project area is used to
calculate overall percerrl built upon area (BL1A). Non -coastal wetlands landroard of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 51.8
9. 1-Iow many drainage areas does the project have?2 (For high density, count 1 for each proposed cngine(,red
st ornmlater 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.
Basil Information
Drainage Area 1
Drainage Area 2
Drainage Area
Drains e Area
Receiving Stream Name cAcwa
Albemarle5ound
Salmon Creek
Stream Class R-1ver
B;NSW
QNSW
Stream Index Number
7-
25-24
Total Drainage Area (sf) gay!
11 1,477,280 ✓
1,417,950 t/
W_< 5
On -site Drainage Area (sf)
1,477,280 tin
1,417,950
Off -site Drainage Area (sf)
n/a ✓
n/a
Proposed Impervious Area** (sf)
412,041
732,340
'% Impervious Area** (total)
27.9%
51.6%
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
299,225
584,916
r3 h1v
On -site Streets (sf)
11,794
31,897
D,`j j
On -site Parking (sf)
0
0
On -site Sidewalks (sf)
7,028
13,114
a �
Other on -site (sf)
45,310
1,457
6'JY
Future (sf)
0
0
Off -site (sf)
0
0
Existing BUA*** (so
48,684
100,956
Total (sf):
1 412,041
K732,340
* Stream Class and Index Number can be determined at: lrrtp: r.rrcdcrrr.or�>hucb/rr�rl[j�s/esrrlclrrssif7crrtiorrs
** lnt pervious area Is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sicleroalks, gravel areas, etc.
** Report only that amount of existing BUA that will remain after deaclopnient. Do not report any existing BLIA Unit is
to be removed and rVhich Will be replaced by new BL1A.
Form SWU-101 Version 06Aug2012 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Contact DIVA Central Office staff to check if lice project is located within o Threatened &
Didangered Species watershed that nta), be snbject to more stringent stornlimter rerlrrir-ernews as per 15A NCIC 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://portal.ncdenr.or}�/web/wq/ws/su/bmp-manual.
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 http://portal.ncdenr.org/well/wq/ws/sti/statesw/forms does. 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 http//portal.ncdenr.org/weir/wq/ws/su/maw.)
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 litt_t)://_portal.ncdenr.org/web/wq/►vs/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. Mr�S
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Form(s) (sealed, signed ned 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 TAWS
http://www.envhelp.org/pa�,es/onestopexpress.litml 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 stormwater treatment/management fors.. — ptavtw,,r •
the project. This is required in addition to the brief summary provided in tine Project
Information, item 1.
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 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
S. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name. Rw" p-S.A
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 stormwater 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 (including 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).
Form SWU-101 Version 06Aw,2012 Pagc 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
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 NRCS 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: Schedude a site visit for DWQ to verify the SHWT prior
to mbfnitial, [phone]J
10. A copy of the most current property deed. Deed book: 867 Page No: 660
]]. For corporations and limited liability corporations (LLC): Provide documentation from the NC Lk
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A 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.secret,iry.state.nc.us/Corporations/CScarch.asl2x
VI1. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, 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
httl2://://portal.ncdenr.or6,/web/wq/�vs/su%statesw[forms_docs. 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 I.ngineer:Michael W. Strader, fr., P.E.
Consulting Firm: Ouible & Associates, P.C.
Mailing Address: P.O. Drawer 870
City:Kitty Hawk State:NC Zip:27949
Phone: (252 } 261-3300 Fax: (252 ) 261-1260 _
LmaiL•mstrader�a quible.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact lrrforaarratiorr, item 2 has bcon filled out, corrapdele this
section)
1, (print or l ype nrrnte of person listed in Contact Inforrrration, iterra 2a) , certify that
own the property identified in this permit application, and thus give permission to (print or type rtat)te of person
listed in Contact lraforanation, itean Ira) with (print or type name of organization listed in
Colatact Inforanation, iteua 7a) 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.
Form SWU-101 Version 06Aug2012 Page 5 of'6

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 civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
1, , a Notary Public for the State of , County of
, do hereby certify that
personally appeared
before me this ____ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in Contact Information, item In) Rose Tumirrnrello, CFO, Rial Corporation
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 nformance with the approved plans, that the required deed restrictions
and protective'cQvenants will be recor d, and that the proposed project complies with the requirements of the
applica�lerstorlfiwater rules \un A bLGA4G ,)H .1000 and any other applicable state stormwater requirements.
Signa re-: r Date:
I, �+F'*� �0 -� a Notary
Public for the State of �� y'� � County of
xrsS.�.� do hereby certify that rC.C�5e—�C.rihA! AtICCA0 personally appeared
before me this ;�Oday of _--yLA&/Q V O/ and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, _
MATTHEW BROWN
NOTARY PUBLIC, STATE OF NEW YORK
Re9iwviion No. 01BR6213893
Qualified in Nassau County
Commission Expires November 23.20 /
SEAL
My commission expires %l A
Form SWU-10i Version 06Aug2012 Page 6 of 6

LOT # TOTAL AREA
BUA 0A
BUA sp.ft.
1 { 8,473.63 sf j
0.19 ac j
60.00% {
5,084.18 sf
2
7,163.66 sf {
0.16 ac {
60.00% {
4,298.20 sf
3
6,600.00 sf j
0.15 ac {
60.00% '
3,960.00 sf
4
6,600.00 sf {
0.15 ac {
3,960.00 sf
5 M
6,600.00 sf
0.15 ac {
_60.00%
60.00% {
3,960.00 sf
6 {
6,600.00 sf {
0.15 ac {
60.00% {
3,960.00 sf
7 {
6,600.00 sf {
0.15 ac {
60.00% {
3,960.00 sf
8 {
6,600.00 sf {
0.15 ac {
60.00% {
3,960.00 sf
9 {
6,600.00 sf {
0.15 ac
60.00%
3,960.00 sf
10 {
6,600.00 sf {
0.15 ac
60.00% j
3,960.00 sf
11 {
7,150.00 sf 1
0.16 ac i
60.00%
4,290.00 sf
12 {
6,600.00 sf
0.15 ac
_{
60.00% {
3,960.00 sf
13 {
6,600.00 sf
0.15_ac
60.00_%_
3,960.00 sf
14
6,600.00 sf {
0.15 ac {
_{
60.00%
3,960.00 sf
15 {
7,150.00 sf {
0.16 ac J
60.00% {
4,290.00 sf
16 {
7,150.00 sf J
0.16 ac J
60.00% {
4,290.00 sf
17 {
7,383.96 sf
0.17 ac
60.00% {
4,430.37 sf
18 J
7,664.05 sf
{ 0.18 ac {
60.00%
4,598.43 sf
19 J
7,914.44 sf
{ 0.18 ac {
60.00%
4,748.67 sf
20 J
6,578.19 sf
{ 0.15 ac
60.00%
3,946.92 sf
21
6,304.02 sf
{ 0.14 ac {
60.00%
3,782.41 sf
22
5,834.24 sf
{ 0.13 ac {
60.00%
3,500.54 sf
23
6,022.79 sf
{ 0.14 ac {
60.00%
3,613.67 sf
24
5,624.92 sf
{ 0.13 ac ,
60.00%
{ 3,374.95 sf
25
{ 5,044.15 sf
{ 0.12 ac j
60.00%
{ 3,026.49 sf
26
{ 4,901.98 sf
j 0.11 ac j
60.00%
{ 2,941.19 sf
27
{ 4,776.80 sf
{ 0.11 ac {
60.00%
{ 2,866.08 sf
28
{ 5,208.48 sf
j 0.12 ac
60.00%
{ 3,125.09 sf
29
{ 9,925,87 sf
0.23 ac
60.00%
{ 5,955.52 sf
30
{ 10,189.79 sf
0.23 ac
60.00%
{ 6,113.88 sf
31
9,986.65 sf
0.23 ac
60.00%
{ 5,991.99 sf
32
9,911.90 sf
0.23 ac
60.00%
5,947.14 sf
33
J 9,917.51 sf
1 0.23 ac
l 60.00%
j 5,950.50 sf
34
9,922.49 sf
j 0.23 ac
{ 60.00%
j 5,953.50 sf
35
j 9,927.48 sf
0.23 ac
j 60.00%
J 5,956.49 sf
36
j 9,920.09 sf
0.23 ac
{ 60.00%
J 5,952.05 sf
37
J 9,910.71 sf
{ 0.23 ac
{ 60.00%
{ 5,946.42 sf
38
J 6,827.59 sf
{ 0.16 ac
{ 60.00%
4,096.55 sf
39
J 6,827.59 sf
{ 0.16 ac
{ 60.00%
4,096.55 sf
40
23,604.70 sf
0.54 ac
{ 60,00%
14,162.82 sf
41
19,917.62 sf
0.46 ac
40.00%
7,967.05 sf
42
19,283.29 sf
0.44 ac
{ 40.00%
7,713.32 sf
43
18,092.46 sf
' 0.42 ac
{ 40.00%
{ 7,236.99 sf
44
{ 18,085.87 sf
{ 0.42 ac
{ 40.00%
7,234.35 sf
45
f 18,295.32 sf
{ 0.42 ac
{ 40.00%
7,318.13 sf
46
J 18,696.30 sf
J 0.43 ac
60.00%
{ 11,217.78 sf
47
j 18,929.18 sf
{ 0.43 ac
40.00%
7,571.67 sf
48
j 18,713.58 sf
{ 0.43 ac
{ 60.00%
{ 11,228.15 sf
49
{ 18,187.40 sf
0.42 ac
40.00%
7,274.96 sf
50
` 17,630.07 sf
i 0.40 ac
40.00%
{ 7,052.03 sf
51
{ 17,072.71 sf
{ 0.39 ac
{ 40.00%
{ 6,829.08 sf
52
{ 15,601.84 sf
{ 0.36 ac
{ 60.00%
{ 9,361.10 sf
53
{ 14,055.90 sf
{ 0.32 ac
{ 60.00%
{ 8,433.54 sf
54
{ 19,443.36 sf
{ 0.45 ac
J 60.00%
{ 11,666.02 sf
55
{ 9,966.42 sf
J 0.23 ac
J 60.00%
{ 5,979.85 sf
56
{ 9,697.93 sf
J 0.22 ac
J 60.00%
{ 5,818.76 sf
U U €. 1 5 2013
DMA]- I °AV O-ARC

LOT #
TOTAL AREA BUA % BUA sp.ft.
57
18,950.54 sf
0.44 ac 60.00% 11,370.32 sf
58
11,768.94 sf
0.27 ac
j 60.00% 7,061.37 sf
59
14,141.90 sf
0.32 ac
J 60.00%
8,485.14 sf
60
15,167.38 sf
0.35 ac
40.00%
6,066.95 sf
61
15,180.20 sf
0.35 ac
40.00%
6,072.08 sf
62
15,173.79 sf
0.35 ac
40.00%
6,069.52 sf
63
15,068.85 sf
0.35 ac
40.00%
6,027.54 sf
64
15,005.58 sf
10.34 ac
1 40.00%
6,002.23 sf
65
15,073.42 sf
0.35 ac
40.00%
_
6,029.37 sf
66
15,085.98 sf
0.35 ac
40.00%
6,034.39 sf
67
15,012.20 sf
0.34 ac
40.00%
6,004.88 sf
68
15,007.71 sf
0.34 ac
40.00%
6,003.08 sf
69
18,846.72 sf
0.43 ac
40.00%
7,538.69 sf
70
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
71
6,791.56 sf
10.16 ac
I 60.00%
4,074.93 sf
72
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
73
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
74
6,791.56 sf
0,16 ac
60.00%
4,074.93 sf
75
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
76
6,791.56 sf
0.16 ac
60.00%
4,074.93 sf
77
7,265.54 sf
0.17 ac
I
4,359.32 sf
78
7,487.41 sf
0.17 ac
_60.00%
60.00%
4,492.44 sf
79
6,806.84 sf
0.16 ac
60.00%
4,084.10 sf
80
6,806.84 sf
0.16 ac
60.00%
4,084.10 sf
81
6,806.84 sf
0.16 ac
60.00%
4,084.10 sf
82
6,806.84 sf
0.16 ac
60.00%
4,084.10 sf
83
7,480.61 sf
0.17 ac
60.00%
4,488.37 sf
84
10,146.20 sf
0.23 ac
60.00%
6,087.72 sf
85
9,901.35 sf
0.23 ac
60.00%
5,940.81 sf
86
9,897.19 sf
0.23 ac
60.00%
5,938.31 sf
87
9,893.20 sf
0.23 ac
60.00%
5,935.92 sf
88
9,894.22 sf
0.23 ac
60.00%
5,936.53 sf
89
9,895.95 sf
0.23 ac
60.006/6
5,937.57 sf
90
5,840.34 sf
0.13 ac
60.00%
3,504.20 sf
91
5,597.12 sf
0.13 ac
60.00%
3,358.27 sf
92
5,364.63 sf
0.12 ac
I 60.00%
3,218.78 sf
93
6,939.03 sf
0.16 ac
60.00%
I 4,163.42 sf
94
j 7,344.67 sf
0.17 ac
60.00%
4,406.80 sf
95
6,838.03 sf
0.16 ac
60.00%
4,102.82 sf
96
6,838.03 sf
0.16 ac
60.00%
4,102.82 sf
97
6,838.03 sf
0.16 ac
60.00%
sf
98
7,506.31 sf
0.17 ac
60.00%
_4,1_02.82
4,503.79 sf
99
6,742.03 sf
0.15 ac
60.00%
4,045.22 sf
100
6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
101
j 6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
102
6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
103
' 6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
104
6,818.02 sf
0.16 ac
60.00%
4,090.81 sf
105
6,632.96 sf
10.15 ac
I 60.00%
3,979.77 sf
106 6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
107 j 6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
108 6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
109 6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
110 ' 6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
111 6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
112 9,825.82 sf
0.23 ac
60.00%
5,895.49 sf

LOT #
TOTAL AREA
BUA %
BUA sq.ft.
113
6,184.14 sf
0.14 ac
60.00%
3,710.48 sf
114
6,709.56 sf
0.15 ac
60.00%
4,025.74 sf
115
8,854.02 sf j
0.20 ac j
60.00%
j 5,312.41 sf
116
7,748.51 sf ,
0.18 ac ,
60.00%
4,6_49.11 sf
117
9,109.83 sf
0.21 ac
60.00%
5,465.90 sf
118 I
9,311.58 sf J
0.21 ac J
60.00%
5,586.95 sf
119
8,276.52 sf
0.19 ac
1 60.00%
4,965.91 sf
120
7,570.09 sf
0.17 ac j
60.00%
4,542.05 sf
121
6,600.00 sf
0.15 ac
60,00%
3,960.00 sf
122 I
6,600.00 sf J
0.15 act
60.00%
3,960.00 sf
123
6,600.00 sf ,
0.15 ac
60.00%
3,960.00 sf
124
6,600.00 sf
0.15 ac
60.00%
3,960.00 sf
125
6.600.00 sf
0.15 ac
60.00%
3,960.00 sf
126
7,150.00 sf
0.16 ac
60.00%
j 4,290.00 sf
143
6,956.76 sf
0.16 ac
60.00%
4,174.06 sf
144
8,578.68 sf
0.20 ac
60.00%
5,147.21 sf
145 j
9,431.98 sf
0.22 ac
60.00%
J 5,659.19 sf
146 ,
6,085.36 sf
J 0.14 ac
60.00%
3,651.21 sf
147
6,353.95 sf
0.15 ac
60.00%
J 3,812,37 sf
148 J
6,005.37 sf
j 0.14 ac
J 60.00%
3,603.22 sf_
149
21,076.54 sf
! 0.48 ac
' 60.00%
12,645,92 sf
150 J
19,853.10 sf
0.46 ac
j 60,00%
J 11,911.86 sf
151
23,448.94 sf
0.54 ac
J 60.00%
14,069.37 sf
152
24,076.79 sf
0.55 ac
�_ 60.00%
j 14,446.07 sf
153
23,546.70 sf
0.54 ac
60.00%
14,128.02 sf
154
19,534.77 sf
0.45 ac
40,00_%
7,813.91 sf
155
17,336.88 sf
0.40 ac
40.00%ij
6,934.75 sf
_ 156
32,987.82 sf
J 0.76 ac
40.00%
' 13,195.13 sf
157
28,976,43 sf
0.67 ac
40.00%
11,590.57 sf
158
24,316.06 sf
0.56 ac
40.00%
9,726.42 sf
159
J 18,860.28 sf
0.43 ac
60.00%
11,316.17 sf
160
16,239.85 sf
0.37 ac
I 60.00%
9,743.91 sf
161
` 16,999.55 sf
0.39 ac
60.00%
10,199.73 sf
162
17,172.54 sf
0.39 ac
60.00%
10,303.52 sf
163
14,531.73 sf
j 0.33 ac
1 60.00%
J 8,719.04 sf
164
13,825.84 sf
0.32 ac
40.00%
I 5,530.34 sf
165
13,597.29 sf
0.31 ac
40.00%
5,438.92 sf
166
13,826.84 sf
10.32 ac
40.00%
5,530.74 sf
167
14,187.15 sf
10.33 ac
40.00%
I 5,674.86 sf
168
14,552.84 sf
0.33 ac
40.00%
5,821014 sf
169
J 14,782.72 sf
0.34 ac
60.00%
8,869.63 sf

4
m1a
NCDENR
North Carolina Department of Environment and Natura
Division of Water Quality
Pat McCrory
Governor
Ms. Rose Tummarello,
Rial Corporation
55 Beattie Place, Suite
Greenville, SC 29601
CFO
100
Thomas A. Reeder
Activity Director
July 29, 2013
Resources
John E. Skvarla, III
Secretary
Subject: Request for Additional Information
Stormwater Permit No. SW7120106 MOD
Scotch Hall Preserve PUD, Phase 2
Bertie County
Dear Ms. Tummarello:
The Washington Regional Office received a Coastal Stormwater Permit Modification Application
for the Scotch Hall Preserve PUD, Phase 2 project on July 15, 2013. 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. Revised calculations and wet detention supplement forms for both wet detention
basins (drainage areas 1 and 2).
The requested information should be received in this Office prior to August 29, 2013, 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.
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. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
1
Samir Dumpor
Environmental Engineer
CC: lchael Strader, PE, Quible & Associates, P.C.
Washington Regional Office
North Carolina Division of Watcr Quality Internet: w%v%v.ncwaterqualitv.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
None
rthCarolina
Natural&

Dum or, Samir
From: Michael Strader <[e-mail]>
Sent: Friday, August 02, 2013 5:01 PM
To: Dumpor, Samir
Subject: FW: letter of request for additional info RE: Scotch Hall Preserve PUD Phase 2
Attachments: Scotch Hall Preserve PUD Ph 2 - request for additnl info.pdf; P03207 SHP Ph2 SWM
Mod Comps.pdf; P03207 SHP Ph2 SWM Mod DAMaps.pdf; P03207 SHP Ph2 SWM Mod
Wet Det Supplements.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Categories: Red Category
Samir,
In response to your request for additional information, please find the attached pdfs containing the following
documentation:
• Updated computations
• Updated wet detention basin supplements
• Updated drainage area maps
Please let me know if you require hard copies.
Please review and do not hesitate to contact me should you have any questions and/or concerns.
Thank you,
Michael W. Strader, Jr., P.E.
Director of Engineering
Quible & Associates, P.C.
8 Juniper Trail
P.O. Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.207.6751
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may
contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or
taking action in reliance upon this information by persons or entities other than the intended recipient is
prohibited. If you have received this email in error please contact the sender and delete the material from any
computer.

From: Michael Strader
Sent: Tuesday, July 30, 2013 10:37 AM
To: Dumpor, Samir (samir.dumpor(@ncdenr.gov)
Subject: FW: letter of request for additional info
Samir,
I am in receipt of your voicemail and the attached request for additional information. I should be able to
provide this information to you this week via email and will follow up with a hard copy to you.
Thank you,
Michael W. Strader, Jr., P.E.
Director of Engineering
Quible & Associates, P.C.
8 Juniper Trail
P.O. Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252,207.6751
www.ouible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may
contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or
taking action in reliance upon this information by persons or entities other than the intended recipient is
prohibited. If you have received this email in error please contact the sender and delete the material from any
computer.
From: Robbins, Della [mail Ila.robbins ncdenr. ov]
Sent: Tuesday, July 30, 2013 10:30 AM
To: Michael Strader
Subject: letter of request for additional info
Please see the attached for your copy.
Della Robbins
NCDFNR
Administrative Assistant
943 Washington Square Mall
Washington, NC 27889
(ph) 252-946-6481
(fax) 252-946-9215

Scotch Hall Preserve PUD, Phase 2 Revision - August 2013
Pre Redeviopment Pond No. 1 Storage Analysis For Compliance with NCDENR Storage Requirement
Overall Pond Drainage Area = 1312206 sq.ft. 30.12 ac
Runoff Volume of 1.5" Storm
Drainage Area 1
Area = 1312206 sf
Suface
area (sf)
C - Coef
Storm (in)
Storm (ft)
Storage req.
(cf)
BUA
44902
0.95
1.5
0.125
5332.1
Pond
35625
1.00
1.5
0.125
4453.1
Landscape
1231679
1 0.20
1.5
0.125
30792.0
Rational C = 0.25
Total Storage Required (1.5" storm)= 40577.2 cf
Temporary Storage Provided In Wet Pond
Elev
Area (sf)
Avg area
(sf)
Volume
(Cf)
Cum Vol
(cf)
10.10
35625
0
39311
35379.9
11.00
42997
35379.9
46796
46795.5
12.00
50594
82175.4
53953
53953
13.00
57312
136128.4
57312
1 57312
14.00
1 57312
193440.4
Total Storage Provided = 193440.4 cf
Rain Fall Equivalent = 7.15 in. storm

Scotch Nall Preserve PUD, Phase 2 Revision - August 2013
Proposed Pond No.1 Storage Analysis For Compliance with NCDENR Storage Requirement
Overall Pond Drainage Area = 1477280 sq.ft.
Runoff Volume of 1.5" Storm
Drainage Area 1
Area = 1477280 sf
BUA = 412041 sf
33.91 ac
33.91 ac
9.46 ac 27.89%
Suface
area (sf)
C - Coef
Storm (in)
Storm (ft)
Storage req.
(cf)
Amenity Imp.
R/W impervious
45310
67506
0.95
0.95
1.5
0.125
5380.6
1.5
0.125
8016.3
Lots*
534176
0.57
1.5
0.125
38060.0
Pond
44486
1.00
1.5
0.125
5560.8
Landscape
785802
0.20
1.5
0.125
19645.1
* Cumulative Lot BUA percentage reduced from 60% to 56% within drainage area
Rational C = 0.42
Total Storage Required (1.5" storm)=
Temaorary Storaee Provided In Wet Pond
Elev
Area (sf)
Avg area
(5f)
Volume
(cf)
Cum Vol
(cf)
10.10
44486
0
47720
42948
11.00
50954
42948.0
54315
54315
12.00
57676
97263.0
Total Storage Provided = 97263.0 cf
Rain Fall Equivalent =
WetPond SA/DA Ratio
Surface Area = 44486
Drainage Area = 1477280
SA/DA Ratio = 0.030 or
76662.7 cf
1.90 in. storm
3.01%

Scotch Hall Preserve PUD, Phase 2 Amenity Mod. Drainage Calculations
Pre Redevilopment Pond No. 2 Storage Analysis For Compliance with NCDENR Storage Requirement
Overall Pond Drainage Area = 1136576 sq.ft. 26.09 ac
Runoff Volume of 1.5" Storm
Drainage Area 2
Area = 1136576 sf
Suface
area (sf)
C - Coef
Storm (in)
Storm (ft)
Storage req.
(cf)
BUA
55408
0.95
1.5
0.125
6579.7
Pond
103187
1.00
1.5
0.125
12898.4
Landscape
977981
0.20
1.5
0.125
1 24449.5
Rational C = 0.31
Total Storage Required (1.5" storm)= 43927.6 cf
Temporary Storage Provided In Wet Pond
Elev
Area (sf)
Avg area
(sf)
Volume
(cf)
Cum Vol
(cf)
10.70
103187
0
105208
31562.4
11.00
107229
31562.4
112461
112460.5
12.00
117692
1
1 144022.9
Total Storage Provided = 144022.9 cf
Rain Fall Equivalent = 4.92 in. storm

Scotch Hall Preserve PUD, Phase 2 Revision - August 2013
Proposed Pond No. 2 Storage Analysis For Compliance with NCDENR Storage Requirement
Overall Pond Drainage Area = 1385474 sq.ft. 31.91 ac
Runoff Volume of 1.5" Storm
Drainage Area 2
Area = 1385474 sf 31.81 ac
BUA = 712768 sf 16.36 ac 51.45%
Suface
area (sf)
C - Coef
Storm (in)
Storm (ft)
Storage req.
(cf)
Amenity Imp.
1457
0.95
1.5
0.125
173.0
R/W impervious
132853
0.95
1.5
0.125
15776.3
Lots
792076
0.72
1.5
0.125
71286.8
Pond
110941
1.00
1.5
0.125
13867.E
Landscape
349604
0.20
1.5
0.125
8740.1
* Cumulative Lot BUA percentage increased from 60% to 74% within drainage area
Rational C = 0.63
Total Storage Required (1.5" storm)=
Temoorary Storage Provided In Wet Pond
Elev
Area (sf)
Avg area
(SO
Volume
(cf)
Cum Vol
(cf)
10.70
110941
0
113111
33933.15
11.00
115280
33933.2
119568
119567.5
12.00
123855
153500.7
Total Storage Provided = 153500.7 cf
109843.9 cf
Rain Fall Equivalent = 2.10 in. storm
WetPond SA/DA Ratio
Surface Area = 110941
Drainage Area = 1385474
SA/DA Ratio = 0.080
or 8.01%

Scotch Hall Preserve PUD, Phase 2 Revision -August 2013
Wet Pond Supplement Calculations
DAl - Pond i
Pre development lyr,
24hr peak flow
Q =
CIA
C =
0.25
1 =
0.135 in/fir
A =
30.12 ac
Q =
1.02
Post development lyr,
24hr peak flow
* Area increased with
addition of ponds
Q =
CIA
C =
0.42
1 =
0.135 in/hr
A =
33.91 ac
Q =
1.92
Orifice Draw Down Calculations Pond 1
Q = CA(2gH)^0.5
H=Driving Head = D/3 = 0.63
C = arific coefficient = 0.6
Try orifice diameter= 4 inch
A = Area = 3.14*(dA2)/ 0.087 sf
Q = CA(2gH)^0.5 = 0.334 cfs
DA2 - Pond 2
Pre development lyr, 24hr peak flow
Q = CIA
C = 0.31
1 = 0.135 in/hr
A = 26.09 ac
Q = 1.09
Post development lyr, 24hr peak flow
* Area increased with addition of ponds
Q = CIA
C = 0.72
1 = 0.135 in/hr
A = 31.81 ac
Q = 3.09
Required Storage Volume = 77408.0 cf
Drawdown = Required Storage Volume / Q = 2.68 days
Orifice Draw Down Calculations Pond 2
Q = CA(2gH)^0.5
H=Driving Head = D/3 : 0.43
C = orific coefficient = 0.6
Try orifice diameter = 5 inch
A = Area = 3.14*(d"2)/ 0.136 sf
Q = CA(2gH)"0.5 = 0.432 cfs
Required Storage Volume = 99930.1 cf
Drawdown = Required Storage Volume / Q = 2.68 days

Scotch Hall Preserve PUD, Phase 2 Revision - August 2013
Wet Pond Supplement Calculations
DA1-Pond 1
Pre development iyr,
24hr peak flow
Q =
CIA
C =
0.25
1 =
0.135 in/hr
A =
30.12 ac
Q =
1.02
Post development 1yr, 24hr peak flow
Area increased with
addition of ponds
Q =
CIA
C =
0.42
1=
0.135 in/hr
A =
33.91 ac
Q =
1.92
Orifice Draw Down Calculations Pond 1
Q = CA(2gH)^0.5
H=Driving Head = D/3 : 0.63
C = orific coefficient = 0.6
Try orifice diameter = 4 inch
A = Area = 3.14*(dA2)/ 0.087 sf
Q= CA(2gH)^0.5 = 0.334 cfs
DA2 - Pond 2
Pre development 1yr, 24hr peak flow
Q = CIA
C = 0.31
1 = 0.135 in/hr
A = 26.09 ac
Q = 1.09
Post development 1yr, 24hr peals flow
* Area increased with addition of ponds
Q = CIA
C = 0.72
1= 0.135 in/hr
A = 31.81 ac
Q = 3.09
Required Storage Volume = 77408.0 cf
Drawdown = Required Storage Volume / Q = 2.68 days
Orifice Draw Down Calculations Pond 2
Q = CA(2gH)^0.5
H=Driving Head = D/3 : 0.43
C = orific coefficient = 0.6
Try orifice diameter= 5 inch
A = Area = 3.14*(d^2)/ 0.136 sf
Q = CA(2gH)A0.5 = 0.432 cfs
Required Storage Volume = 99930.1 cf
Drawdown = Required Storage Volume / Q = 2.68 days

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_+ 3" PHASE 2 Min A.w�i.rn�P.C.
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'< �x I;!..-C ��'-,1 �1�\;may r �1' �'�.`�. •C u .e .f g '�L -r
Y� a �11, " ... �, r���` �j,Ly, i .I A-ti_�.•r, • . 'yr:.:: / 11
- � �\�__-,- .may ti r -I- ';`; `i:•.y-�ti='-;. ,n f r'.�
e ; PO,S`I' DEV. DRAINAGE AREA MAP llc�luible
Aewciva P.C.
PHASE 2
SCOTCH NAIL PRHSeR VA PUD �,^" _ 2 •' ry
�d S Ri[

Permit
(to be provided by DWO)
HCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled oul, printed and submitted.
The Required Items Checkfisl (Part 111) must be printed, filled out and submitted along with all of the required information.
� o F W A
TFq��
7
1.9P.RtJ;fECTdNFORMATION rL_ �,,.�Z.:,-WT T;,r:,�- w.' �-r
Project name Scotch Hall Preserve PUD, Phase 2
Contact person Michael W. Slrader, Jr., P.E.
Phone number 252.261.M
Dale A6/2012
Drainage area number 2
ll:1Dl:51GN'INFORMATION 1,`',� :_:,;`l�^�9�=.`�a._.5`x:�,-s"_:.�?.,..,:�::.,.. ;"-. _��y���"'' �` r,.f.-r�.f r• `...-•,���
She Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum vohane required
Volume provided
Peak Flow Calculations
Is the prolpost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, posl-davelopment
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-ht peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shall elevation
Bottom of 10fl vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there add'lional vohime stored above the state -required temp. pool?
Elevation of the top of the additional volume
1,385,474 Rr
712,768 R'
51.45 %
1.5 In
109,844 R' OK
153,501 n3 OK, volume provided is equal to or In excess of volume required.
R3
R3
n3
fl'
ft'
Y (Y ar N)
3,2 in
0.31 {unhiess)
0.72 (unnless)
a TT Whr OK
1,09 n'Isec
3.09 fl3lsec
2•00 R3lsec
12,00 hnsl
10,70 tmsl
10.70 "
11.20 tmsi
10.20 tmst Data not needed for ca$culation option 1t1, but OK if provided.
6.00 hasl
5.00 fmsl Data not needed for calculation option A1, but CK 9 provided,
1.00 n
y (Y or N)
12.0 tmsl OK
Form SW401-Wet Detant'bn Basin-Rev.8•907/09 Pana t, a II. Dealan Summary, Pago r of 2

Permit No.
(to be provided by DWO)
I1.1DESIGN,INFORMATION
Surface Areas
Area, temporary pool
123,855 1'
Area REQUIRED, permanent pool
47,383 ft'
SAIDA ratio
3,42 (unitlass)
Area PROVIDED, permanent pool, Ap,._,,,,
110,941 lt' OK
Area, bottom of 1 Oft vegetated shell, A i ow
77,441 It'
Area, sediment cleanout, top elevation (bottom of pond), Ab j_ ,,,d
61,827 fi'
Volumes
Volume, temporary pool
153,501 ft' OK
Votume, permanent pool, Vpm_pod
446,7a8 ft3
Volume, forebay (sum of forebays If more than one forebayl
115,720 ft3
Forebay % of permanent pool volume
25.9% % Insufficient forebay volume.
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mourrtain/Pledmont SAIDA Table Used?
SAIDA ratio
Average depth (used In SAIDA table):
Calculation option 1 used? (See Flgura 10.2b)
Volume, permanent pool, Vp. ,y�
Area provided, permanent pool, Ap„._,,,
Average depth calculated
Average depth used In SAIDA, d,,, IRound to nearest 0.5lt)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ajw ,_ ,,,
Area, bottom of 10ff vegetated shelf, Aw , o
Area, sediment cieanout, lop elevation (bottom of pond), Ab„_,,d
'Depth' (distance blw bottom of 1Off shelf and top of sediment)
Average depth calculated
Average depth used In SAlDA, d,,, (Round to nearest 0.5111)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice lit circular)
Area of orifice (II -non -circular)
CoafBciem of discharge (Co)
Driving head (FU
Drawdown through weir?
Weir type
Coefficient of dlSCharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flew
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
AddMfonal Information
Vegetated side slopes
Vegetated shatl slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures an runoli at ultimate build -out?
Drain mechanism for maintenance or emergencies Is:
Form SW4D1 -Wei ❑etnMon Basin-Rev.6.9117109
90 %
Y (Y or N)
N . (Y or N)
3.42 (uMless�
Y (Y or N)
446,788 tt'
110,941 it'
4.02 It OK
4.0 If OK
n (Y or N)
110,941 ft2
77,441 It
61,827 fi'
4,20 ft
It
ft
Y (Y or N)
5.00 in
In2
0.60 (unitless)
043 it
n (Y or N)
(unliess)
(unitless)
It
It
1.09 ftlIsec
3.09 fl'lsoc
0.43 M'Isec
2.68 days
OK, draws down In 2.5 days.
3 :1
OK
10 :1
OK
10,01
OK
4 :1
OK
3.8 :1
OK
y (Y or N)
OK
3.0 fl
OK
n (YorN)
OK
y (Y or N)
OK
y (Y or N)
OK
PUTR
Parrs I. S II. Design Summary. Page 2 of 2

Permit
(10 be provkasd by owo)
®A%A
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part fit) must be printed, (Ned out and submitted along w)lh all of the required information,
IjP.ROJECT,INFORMA71ON =i _ ,-- ' —, —•* - .� -- T _ -n r.:T it r =—e:- - —t• -= -
Pra{ect name Scotch Hall Preserve Pi Phase 2
Contact person Michael W. Strader, Jr., P.E.
Phone number 252-261.33M
Data 4113012
Drainage area number t
O�ot W A T �.q
I L , DESIGN INFORMATION — -- r - �- --�� - -r'. r r .r -a —p r• ,--,
She Characteristics
Drainage area 1,477,280 n'
Impervious area, post -development 412,041 fl2
% impervtous 27.69 %
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1 -yr. 24-hr runoff
Post-developmenl 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the preiposl control of the lyr 24hr stone peak flow required?
1-yr. 24-hr rainfall depth
Rational C, pre -development
Rational C, post-davatopment
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1 •yr, 24-hr peak flaw
Post-developmenl 1-yr, 24-hr peak flow
PreJPosi 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Tap of 10n vegetated shall elevation
Bottom DI 10n vegetated shelf elevation
Sediment cleaned, lop elevation (bottom of pond)
Sediment cleanoul, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
76.663 fe OK
97,263 tt3 OK, volume provided Is equal to or in excess of volume required.
n3
n'
tl�
If
03
n (Y or M
3.2 in
0.25 (unilless)
0.42 (unitless)
0.14 Inthr OK
1.02 ft isec
1.92 n'isec
0.90 n3isec
12.00 fmsl
10.10 fmsa
10;10 frrrsf
10.60 frnsl
9.60 fmsl Data not needed for calculation option A1, but OK If provided.
6.00 hnsl
5,00 hnsl Data not needed for calculation option 111, but OK If provided.
1.00 n
(Y or N)
12.0 tmsl OK
Form SW401•Wa1 Detention Basin-Rev.8-9117109 Parts I. a II. Oasign Summary, Page 1 of 2

Permit
(to be provkled by D WO)
I1.90ESIGN INFORMATION Elf- — i_. ; .,., _' R : _ _ » .
Surface Areas
Area, temporary pool
57,676 ft2
Area REQUIRED, permanent pool
41,364 ft'
SNDA ratio
2.80 (unRlass)
Area PROVIDED, permanent pool, Apm_,,,
44,486 ft2
OK
Area, bottom of fOtt vegalaled shelf, A yMr
37,097 fl2
Area, sediment cleanoO, lop elevation (bottom o(pond), A,,y,,,a
25,505 flz
Volumes
Volume, temporary pool
97,263 ft3
OK
Volume, permanent pool. Vo,._
146,829 ft'
Volume, forebay {sum of forebays 11 more than one forebay)
26,995 ft'
Forebay % of permane it pool volume
18.4% %
OK
MMA Table Data
Design TSS removal
90 %
Coastal SWDA Table Used?
Y (Y or N)
MounidinlPtedmonl SWDA Table Used?
N (Y or N)
SAMA ratio
2.80 (unMass)
Average depth (used in SWDA table):
Calculation Option 1 used? (See Figure 10.2b)
Y (Y or N) '
Volume, permanent pool, Vp,�_.,j
146,829 ft3
Area provided, permanent pool. Aj m_m0j
44,4a6 ft3
Average depth calculated
3130 ft
OK
Average deplh used in SWDA, d,r, (Round to nearest 0.5ft)
3.5 fl
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, Aa,,,_,Q,
44,486 1112
Area, bottom of 1Oft vegetated shelf, Ab,_Otl
37,097 ff2
Area, sediment cleanoul, top elevation (bottom of pond), Abx_p"
25,505 ft'
'Depth' (distance b/w bottom of 1 Oft shelf and top of sedimersl)
3.60 ft
Average depth calculated
ff
Average depth used In SWDA, d,y, (Round t0 nearest 0.5ft)
It
Orawdown Calculations
Drawdown through orifice?
y (Y or N)
Diameter of orifice (it circular)
4.00 in
Area of orifice (If•non-circutar)
In2
Coefficient of discharge (Co)
0.60 (un$lass)
Driving head (H,j
0.60 0
Drawdown through weir?
(Y or N)
Weir type
(unitless)
Coefficient of discharge (C„)
(unflless)
Length of weir (L)
ft
Driving head (H)
It
Pre -development 1 •yr, 24•hr peak flow
1.02 ft'lsec
Post -development 1 •yr, 24-hr peak flow
1.92 ft'lsec
Storage volume discharge rate (through discharge orifice or web)
0,33 ft'/sec
Storage volume drawdown time
2.68 days
OK, draws down in 2.5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio '
Trash rack for overflow 8 orifice?
Freaboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate bultd-out?
Draln mechanlsm for maintenance or emergencies is:
Form SW401•Wet Detention Sasin•Rov,e•91i7109
3 :1
OK
10 :1
OK
10.0 ft
OK
3 :1
OK
3.0 :1
OK
Y (Y or N)
OK
1.0 It
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Pump
Party 1. 6 II. Design Summary, Page 2 of 2

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PiANNING • SURVEYING
&NCE 1959
July 1, 2013
Samir Dumpor
NCDENR, DWQ
1601 Mail Service Center
Raleigh, NC 27699-1601
P.O. Drawer 870
Kitty Howk, NC 27949
RCViDPhoFrae
EEi
: 252-261-3300
Web2qu ble,com
JUL 15 2013
DWQ-WA�O
Re: Scotch Hall Preserve, Phase 2
Stormwater Management Permit Mod. (Permit No. SW7120106)
Merry Hill, Bertie County, NC
Mr. Dumpor,
Please find the following attached documents for a Stormwater Management Permit
Modification per our recent telephone conversation:
1. One (1) original and one (1) copy of the Stormwater Management Permit Modification
Application Form;
2. An application fee of $505.00 made to NCDENR;
3. A copy of the most current lot built upon area (BUA) list;
4. Sheets 1, 3, 4 & 5 of the revised Plan Set.
The Permit Modification is for the removal of portions of previously named Street A and Street B
as well as cul-de-sac extensions of E. and W. Royal Way. The lot configurations have been
adjusted accordingly, therefore warranting submitted copies of the revised lot layouts and
maximum built upon area (BUA) list. The percent BUA on Phase 2 is 60% for lots less than
13,000 sq.ft. and 40% for lots greater than or equal to 13,000 sq.ft. All lots that have been sold
or are in the process of being sold have been kept at the previously permitted 60% as well. The
enclosed BUA list clarifies the percent for each lot. The previously permitted storm ponds
continue to meet the storage requirements, and the total surface area runoff within drainage
area 1 to pond 1 is actually a reduction.
Please do not hesitate to contact me by phone at [phone] or email at
[e-mail] should you have any questions and/or concerns.
Thank you for your attention to this project.
Sincerely,
Quible & Associates, P.C.
Michay . Strader, Jr., P.E.
Encl: as stated
Cc: Rose Tummarello, CFO, Rial Corporation

QUIBL.E & ASSOCIATES P.C.
P.O. BOX 870
KITTY HAWK, NC 27949
[phone]
I
N
PAY
TO THE
ORDER OF
FIRST BANK
FOR aa,.G&��'� Q )I

DATE /- ! y �L
2072
f �
66,456.531
11
$
_DOLLARS 8 J
RECEIVED
JUL 15 2013
pWq_WARO

Pt. 300, App. C
40 CFR Ch. 1 (7-1-03 Edition)
I. The 10 ml of DCM extract (from Sample
ml/minute. Collect all eluent in the I0-rnl
Procedure step 8 above) is placed in a small
flask.
vial and concentrated to dryness by nitrogen
9. Transfer a known volume of eluent to
blowdown techniques using a steady stream
another scintillation vial and blow down to
of nitrogen (pre -purified gas). If the ail is se-
dryness (nitrogen).
verely biodegraded. a larger volume of DCM
10. Determine and retard weight
(>10 ml) may be necessary for the
11. Dissolve in 1.0 ml hexane for the GUMS
gravimetric analysis.
analysis procedure (see below).
2. The residue is weighed 3 times for the
4.6.37 2 GC/MS analysis procedure,-
gravimetric weight of oil. Record the weight
Immediately prior to injection, an internal
of the oil.
standard solution of four deuteraLed coin-
3. Compare statistically (p a 0.05) the
pounds is spiked into the sample extracts
weight of the product treatment versus the
and injected.. Samples are quantified usinge J, ,x
weight of the control from each respective
the Internal standard technique (10) for both
the aliphatic and arornatic'fractions of the- >,:,
time period. If a significant decrease is ob-
served in the sampling (flask containing bio-
oil extracts in order to provide sufficient in-
remedlation agent) weight, then proceed
formation that the oil is being degraded. To
with the remainder of the sample procedure,
help ensure that the observed declinerin,tar-
4.6.3 GUMS analysis. Often, analysis of
get analytes is caused liy biodegradation
saturated and aromatic hydrocarbons by
rather than by physical loss from mis-
capillary gas chromatography of DCM ex-
handling or inefficient extraction, it Is nec-
tracts leads to column fouling and deteriora-
essary to normalize the .concentrations of
the target analytes via a "conserved internal -
Lion of separation characteristics. An alter-
marker." Conserved internal markers that,
native. simple "one-step" alumina sample
have been found useful for quantification are
cleanup procedure can be performed on oil
-
Cz- or C,-phenanthrene. Ci-chrysene, and
before injection; this cleanup removes both
C3o17oc(H),2I0(H)-hopanc. DeuteraLed internal
asphaltenes and polar compounds and can be
standards are used to calculate the relative
applied to DCM extracts as well. This prate-
response factor (RRF) for the target
described
dure Is described In steps 1-11 below.
analyte(s). To compute the "normalized con -
4.6.Is A in GUMS sample cleanup
centrations," the target analyze concentra-
procedure:
tion at a given sampling time is simply di-
l. Weigh 9.0 alumina (neutral, BO-200
g g
vided by the selected conserved analyte con -
mesh) into scintillation vials covered loosely
centration at the same sampling time (11).
with aluminum foil caps. Prepare one scin-
Conduct the GC1MS analysis using the fol-
tillation vial per sample. Heat for 18 hours at
lowing procedure.
300 °C or longer. Place in a desiccator of aili-
1. One (1) ml of the hexane extract (from
ca until needed.
Sample Procedure step 15 above) Is placed
Z. Add 5.0 ml of DCM to a glass luerlok
into a 1.5-ml vial for use on the autosampler
multi -Fit syringe (e.g_ BD #2471) with stop-
of the GUMS Instrument.
cock (e.g., Perfecturn 46021) in closed posi-
2, To this solution, 20 pl of a 500-nglµl solu-
tion, stainless steel syringe needle (19
Lion of the internal standards is added and
gauge), and PTFE fries. Clamp in a vertical
the vial is capped for injection. The final
position.
concentration of the internal standards in
3. Transfer 4.0 g of prepared alumina to a
each sample is 10 nglpl. This solution con -
plastic weighing boat and Dill syringe slowly
tains 4 deuteraLed compounds: d,aaph-
while applying continuous vibration (e.g.,
thalene, dig-anthracene, d12-chrysene. and
Conair # HM I IFF1),
d„-perylene.
4. Add a second PTFR frit and push into
3. At the start of any analysis period, the
place on Lop of the alumina bed.
mass spectrometer (MS) is tuned to PFTBA
5, Drain 5.0 all DCM to the top level of the
by an autotune program, such as the Hew -
column frit to await sample addition and dis-
Jett -Packard quicktune routine, to reduce
card DCM.
operator variability. Set the CC/MS in the
6. Weigh 50 mg f 0.1 mg ANS521 oil into a
SIM mode at a scan rate of 1.5 scans/second
tared vial,
to maximize the linear quantitative range
7. Premeasure 10 ml of DCM into a grad-
and precision of the instrument. Set all
uated cylinder. Add 0.2 to 0.3 ml of the DCM
other conditions to those specified in Instru-
to the tared oil vial. Mix and transfer sol-
ment Configuration and Calibration section
vent to the column bed with a Pasteur pi-
below.
pette. Open stopcock and collect in a 10-ml
4. An instrument blank and a daily stand -
volumetric flask. Repeat until approxi-
and are analyzed prior to analysis of un-
mately 1,0 ml (do not exceed 1.0 ml) of DCM
knowns. Internal standards are combined
has rinsed the vial and inner walls of the sy-
with the sample extracts and coinjected with
range body into the 10-ml flask.
each analysis to monitor the instrument's
8. Transfer balance of DCM from the grad-
performance during each run.
uated cylinder to the column and regulate
5. Information that should be included on
the solvent flow rate to approximately 1 to 2
the acquisition form Include operator's name
238

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Dumpor, Samir
From: Michael Strader <[e-mail]>
Sent: Friday, May 31, 2013 2:45 PM
To: Dumpor, Samir
Subject: Scotch Hail Preserve
Attachments: P03207-base-ph2-blk2-drainage-052813.pdf; Scotch Hall Preserve Ph 2 permit.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Categories: Red Category
Samir,
Good afternoon. I trust this email finds you doing well. The development layout within Scotch Hall Preserve
PUD, Phase 2, Block 2 has been revised slightly with the removal of a loop roadway from the high density
permit no. SW7120106. The attached exhibit illustrates the removal of the loop road and the lengthening of
the soundfront lots from new lot numbers 152 through 169. With the removal of the roadway and associated
roadside swales the lots become much longer but the allowable built upon area remains 60% of the total lot
area as originally permitted. Since the permit is a high density permit, the developer wishes to replace the
roadside swale that would have collected all impervious runoff from the developed lots along W. Royal Way
with a storm sewer piping collection system with drain basins located at each front lot corner to allow roof
drains to connect directly into the storm sewer for conveyance to the previously permitted BMPs.
The attached exhibit shows the proposed storm sewer piping and basin improvements in red. Please review
the plan and let us know if a letter of revision to address this change to the permitted plan set would suffice for
the developer to implement these changes and remain in compliance with the high density permit.
Please do not hesitate to contact me should you have any questions and/or concerns.
Thank you,
Michael W. Strader, Jr., P.E.
Director of Engineering
Quible & Associates, P.C.
8 Juniper Trail
P.O. Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.207.6751
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may
contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or
taking action in reliance upon this information by persons or entities other than the intended recipient is

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
Ms. Rose Tummarello, CFOS
Rial Corporation
55 Beattie Place, Suite 100
Greenville, SC 29601
Subject: Stormwater Permit No. SW7120106 Modification
Scotch Hall Preserve PUD, Phase 2
High Density Subdivision Wet Pond Project
Bertie County
Dear Ms Tummarello:
The Washington Regional Office received a complete Stormwater Management Permit
Modification Application for Scotch Hall Preserve PUD, Phase 2 on April 18, 2012. 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. SW7120106 Modification, dated April 24,
2012, for the construction of the project. This Modification is to add an Amenity Area to the
previously permitted 173 lot residential subdivision.
This permit shall be effective from the date of issuance until April 24, 2020, shall void permit
SW7120106 issued on January 27, 2012 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 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
in erely,
L
Al Hod e
Regiona upervisor
Surface Water Protection Section
AH/sd: K:ISD1Permits-Wet pond 1SW7120106MOD
CC'. Michael Strader, Jr, PE, Quible & -Associates, P.C.
Bertie County Inspections
Ivision of Coastal Management
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwatergnality,org
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarofina
An Equal Opportunity/Affirmative Action Employer-50% Recycled110% Post Consumer Paper ;Vatural&

State Stormwater Management Systems
Permit No. SW7120106Modification
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
Ria! Corporation
Scotch Hall Preserve PUD, Phase 2
Bertie County
FOR THE
construction, operation and maintenance of two wet detention ponds 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 24, 2020 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 1.6 on page 3 of this permit. The subdivision is
permitted for 173 lots, each allowed a maximum of (see attached Table "A")
square feet of built -upon area and an Amenity Area as shown on plans.
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 project proposes a dry detention basin to serve as a stormwater flow
reduction BMP to mitigate downstream peak stormwater flows. The credit for
TSS removal has not been requested for this BMP.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW7120106Modification
C
The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
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.
9.
h.
i.
j.
k.
I.
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, ftJ:
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 / River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Pond # 1 Pond # 2
1,477,280
1,417,950
413,720
618,905
3.50
4.0
90%
90%
1.5
1.5
10.10
10.70
44,486
110,941
97,263 at temp. pool
153,501
12.00
12.00
1.02
1.09
1.79
2.46
4.0"0 pipe
5.0" 0 pipe
146,829
446,788
26,995
115,720
1/2 HP
1.0 HP
Chowan River Salmon Creek
25
25-24
'{B; NSW'
C; NSW
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.
Page 3 of 10

State Stormwater Management Systems
Permit No. SW7120106Modification
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.
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.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW7120106Modification
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 SW7120106 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area .per lot is (see attached, Table "A") square
feet. This allotted amount includes any built -upon area constructed within
the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes,
but is not limited to, structures, asphalt, concrete, gravel, brick, stone,
slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two numbers.
h. Ail 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.
i. Built -upon area in excess of the permitted amount will require a permit
.modification.
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 systems,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pooi 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 falling water from the fountain must be centered in the pond, away from
the shoreline.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW7120106Modification
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in pond
#1 is'/z HP and pond #2 is 1.0 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
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
Page 6 of 10

State Stormwater Management Systems
Permit No. SW7120106Modification
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.
12. This permit shall be effective from the date of issuance until April 24, 2020.
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 24th day of April, 2012.
NORTH CAIROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Charles IWakild, P.., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7120106 Modification
Page 7 of 10

State Stormwater Management Systems
Permit No. SW7120106Modification
Scotch Hall Preserve PUD, Phase 2 Page 1 of 2
Stormwater Permit No. SW7120106 Modification
Bertie County
Designer's Certification
I, as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
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 10

State Stormwater Management Systems
Permit No. SW7120106Modif!cation
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains. to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3.1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Bertie County Building Inspections
Page 9 of 10

State Stormwater Management Systems
Permit No. SW7120106Modification
Scotch Hall Preserve PUD, Phase 2
Table "A"
Lot #
BUA
Lot #
BUA
Lot #
BUA
Lot #
BUA
1
5,084
45
4,492
89
3,710
133
4,230
2
4,298
46
4,084
90
4,026
134
5,803
3
3,960
47
4,084
91
4,174
135
5,862
4
3,960
48
4,084
92
5,147
136
6,037
5
3,960
49
4,084
93
5,659
137
6,279
6
3,960
50
4,084
94
3,651
138
6,295
7
3,960
51
4,518
95
3,812
139
6,201
8
3,960
52
4,075
96
3,603
140
6,109
9
3,960
53
4,075
97
7,833
141
5,978
10
3,960
54
4,075
98
7,280
142
6,561
11
4,290
55
4,075
99
5,266
143
8,373
12
3,960
56
4,075
100
4,975
144
10,975
13
3,960
57
4,075
101
4,727
145
5,566
14
3,960
58
4,075
102
4,971
146
4,518
15
4,290
59
4,359
103
4,821
147
5,255
16
4,290
60
4,045
104
4,320
148
6,719
17
4,430
61
4,091
105
4,320
149
5,117
18
4,598
62
4,091
106
4,716
150
4,215
19
4,749
63
4,091
107
4,899
151
3,960
20
3,947
64
4,091
108
4,899
152
4,144
21
3,782
65
4,091
109
5,936
153
4,288
22
3,501
66
3,980
110
5,922
154
4,288
23
3,614
67
4,407
111
7,356
155
4,116
24
3,375
68
4,103
112
6,040
156
4,260
25
3,026
69
4,103
113
6,031
157
4,260
26
2,941
70
4,103
114
5,981
158
4,075
27
2,866
71
4,504
115
5,935
159
4,329
28
3,125
72
3,504
116
5,933
160
4,212
29
5,956
73
3,358
117
5,934
161
4,212
30
6,114
74
3,219
118
5,937
162
4,375
31
5,992
75
4,163
119
4,290
163
4,375
32
5,947
76
6,088
120
3,960
164
4,202
33
5,951
77
5,941
121
3,960
165
3,860
34
5,956
78
5,938
122
3,960
166
5,047
35
5,956
79
5,936
123
3,960
167
6,651
36
5,952
80
5,937
124
3,960
168
3,829
37
5,946
81
5,938
125
4,542
169
4,270
38
6,724
82
3,960
126-
4,966
170
4,301
39
6,447
83
3,960
127
5,587
171
4,243
40
6,120
84
3,960
128
5,466
172
4,172
41
4,540
85
3,960
129
4,585
173
4,323
42
4,097
86
3,960
130
5,079
43
4,097
87
3,960
131
4,726
44
4,097
88
5,895
132
4,150
BUA - built -upon area (in square feet)
Page 10 of 10

Stormwater Management Plan Narrative
Scotch Hall Preserve PUD, Phase 2 — Bertie County
Modification to Permit No. SW7120106
April 13, 2012 EXPRESS
General
APR 18 2012
ESS •� . 1, �i,�
i. of oy.
° a Sr -AL r.
033759 —
°
The following narrative will detail the mmodifieTsttormwater management plan for the Phase 2
development of the Scotch Hall Preserve PUD in Bertie County.
The property owner intends to add an Amenity Area to the previously permitted 173 lot high
density residential subdivision. The Proposed Amenity area will consists of a clubhouse,
swimming pool, playground, walking trails, and associated parking facilities.
The proposed Amenity Site is located on a 3.40 acre waterfront parcel of land centrally located
within the subdivision. This parcel was not included in the original subdivision stormwater
management permit.
Stormwater runoff generated by the site will be directed to the two previously permitted
detention basins located to the south of the subdivision. The stormwater detention basins were
designed with adequate capacity to manage the additional volumes generated by the proposed
Amenity area.
The following narrative, application and calculations will demonstrate the parameters of the
proposed modification, which will illustrate an effective stormwater management system in full
compliance with all State regulations.
Summary of Existing Conditions
The Scotch Hall Preserve PUD, Phase 2 subdivision is situated on 50.74 acres of land. As
aforementioned, the site is a permitted 173 lot high, density subdivision. Prior to being
permitted as a high density subdivision, the site was permitted as a 54 lot low density
subdivision. Infrastructure including roads, sewer utilities, and water service that were
constructed to serve the 54 lots subdivision currently remains in place. Planned improvements
included in the 173 lot high density permit are under construction at this time.
Summary of Proposed Conditions
The project proposes to add an Amenity area consisting of a clubhouse, swimming pool,
playground, walking trails, and associated parking facilities on a 3.40 acre waterfront parcel of
land centrally located within the subdivision. Proposed improvements for the Amenity area will
be integrated with the subdivision and will serve as a recreation area for the residents of the
subdivision.
The Amenity Area improvements are proposed to be incorporated into the existing high density
stormwater management plan currently serving the subdivision. Stormwater runoff generated
by the site will be directed to either one of two previously permitted detention basins located to
the south of the subdivision identified as Pond 1 and Pond 2 in Drainage Areas 1 and Drainage
Area 2 (respectively) on the design drawings. The stormwater detention basins were designed

with adequate capacity to manage the additional volumes generated by the proposed Amenity
Area.
The following sections will outline the permitted and proposed modified drainage characteristics
of each Drainage Area.
Drainage Area 1
The majority of the Amenity Area's BUA including all buildings, parking areas, and pool decks
will be directed to Drainage Area 1 (DA1). The proposed improvements will add 49,212 sq.ft. of
BUA and 73,330 sq.ft. of total area to DA1.
Drainage Area 1 (DA1) is generally characterized by all land within the subdivision east of the
intersection of Rieder Blvd and Royal Way and a portion of land located to the southeast of the
subdivision. DA1 encompasses a total area of 1,477,280 sq.ft. (33.91 ac) and will have a total
BUA of 413,720 sq.ft. (9.50 ar,) at final hiiild-nit. ✓
Collection
Stormwater draining from the Amenity Area within DA1 will flow via overland to a discrete
collection system or to vegetated swales located on -site. Stormwater collected by the Amenity
Area's discrete collection system will be directed to a dry detention basin located on -site. The
dry detention basin will serve as a flow reduction bmp designed to mitigate peak discharge
flows. The basin is designed to reduce Amenity Area's peak flow of 9.30 cfs to 3.97 cfs during
the 10 year rainfall event.
The dry detention basin will discharge to the subdivision's permitted Stormwater collection
system via a drawdown and overflow structure located within the basin. The basin will connect
to the subdivision's drainage through an overflow pipe connection to a new downstream
roadside drop inlet.
Previously permitted stormwater collection via road side swales or roadside discrete collection
system will be constructed or maintained as previously permitted with the exception of the
basin's connection to the collection system. Two additional drop inlets and connecting culverts
are proposed immediately downstream of the Amenity Area.
The stormwater collection will direct stormwater to the permitted wet detention basin (Pond 1)
located in the southeast portion of the Subdivision.
Treatment
The primary method of treatment will be via the wet detention basin. Several modes of
treatment are available in the wet detention basin. Runoff first entering the basin will lose
velocity and large particulates and sediment will settle out, primarily in the torebay. I he
vegetated side slopes and vegetated shelf will provide filtration of runoff and nutrient uptake
through natural biological processes.
Preliminary treatment measures will include the dry detention basin located on the Amenity Site
and the vegetated roadside swales located throughout the subdivision. Vegetation lining the dry
detention basin and the roadside swales will allow for filtration of small particulates and nutrients
prior to entering the wet detention basin. The dry detention basin will also allow for the removal
2

and precipitation of large particulates and sediments when the when higher velocity runoff is
deenergized upon entering the basin.
Storage
The permitted wet detention basin is located in the southeast portion of the drainage area was
originally sized with a storage volume in excess of the 1.5 inch rainfall event over the drainage
area. The basin as designed has adequate storage volume to accommodate the proposed
addition of the Amenity Area.
The storage required to completely capture the first 1.5 inch rainfall event after the addition of
the Amenity Area is 77,408 cf. The wet detention basin as permitted has a temporary storage
volume of 97,185 cf. This storage volume is equivalent to the 1.88 inch rainfall event over the
drainage area.
Disposal
The permitted wet detention basin was designed with sufficient storage capacity to manage in
excess of the 1.5 inch storm event. At such time that the capacity is exceeded, additional flows
will exit system via an overflow structure located at the east end of the detention basin. The
overflow structure will is to be constructed with an orifice drawdown device that will drawdown
the 1.5" rainfall volume in two to five days.
The overflow structure will direct stormwater to a pair of existing 15" culverts that currently serve
as a pond overflow device and convey excess stormwater to an existing drainage way and
wetlands upstream of Salmon Creek.
Drainage Area 2
A small portion of the Amenity Area's BUA will be directed to Drainage Area 2 (DA2). Propose
Amenity Area BUA within DA2 will be limited to sidewalks and a playground area. the proposed
improvements will add 1,372 sf of BUA and 11,283 sq.ft of total area to DA2.
Drainage Area 2 (DA2) is generally characterized by all land within the subdivision west of the
intersection of Rieder Blvd and Royal Way and a portion of land located to the southwest of the
subdivision. DA2 encompasses a total area of 1,417,950 sq.ft. (32.55 ac) and will have a total
BUA of 618,905 sq.ft. (14.21 ac) at final build -out.
Collection
Stormwater draining from the Amenity Area within DA2 will flow via overland to a vegetated
swale located on the Amenity Site. The vegetated swale will connect to the permitted roadside
swale collection system.
Previously permitted stormwater collection via road side swales or roadside discrete collection
will be constructed or maintained as previously permitted.
The stormwater collection will direct stormwater to the permitted wet detention basin (Pond 2)
located in the southwest portion of the Subdivision.
3

Treatment
The primary method of treatment will be via the wet detention basin. Several modes of
treatment are available in the wet detention basin. Runoff first entering the basin will lose
velocity and large particulates and sediment will settle out, primarily in the forebay. The
vegetated side slopes and vegetated shelf will provide filtration of runoff and nutrient uptake
through natural biological processes.
Preliminary treatment measures will include the vegetated roadside swales located throughout
the subdivision. Vegetation lining the roadside swales will allow for filtration of small particulates
and nutrients prior to entering the wet detention basin.
Storage
The permitted wet detention basin located in the southwest portion of the drainage area was
originally sized with a storage volume in excess of the 1.5 inch rainfall event over the drainage
area. The basin as designed has adequate storage volume to accommodate the proposed
addition of the Amenity Area.
The storage required to completely capture the first 1.5 inch rainfall event after the addition of
the Amenity Area is 99,930 cf. The wet detention basin as permitted has a temporary storage
volume of 153,501 cf. This storage volume is equivalent to the 2.30 inch rainfall event over the
drainage area.
Disposal
The permitted wet detention basin was designed with sufficient storage capacity as to manage
in excess of the 1.5 inch storm event. At such time that the capacity is exceeded, additional
flows will exit system via an overflow structure located in the southern portion of the detention
basin. The overflow structure is to be constructed with an orifice drawdown device that will
drawdown the 1.5" rainfall volume in two to five days.
The overflow structure will direct stormwater via a 36" culvert to an existing wetland drain
located approximately 200 feet south of the wet detention basin.
Calculations
A copy of the Drainage Calculations are provided in the appendix of this narrative
Conclusions
The proposed stormwater management plan for this site provides stormwater treatment in
excess of the required 1.5 inch rainfall event for all proposed impervious surfaces. The
proposed system will offer preliminary and primary methods of treatment as well as an alternate
method of disposal should the capacity be exceeded. This proposed design will more than
adequately serve the stormwater management requirements of the site.
4

g DWQ USE ONI.Y !
ate Received
Fee Paid
Pernnil Number
A ?o
Applicable Rules: ❑ Coastal SW — 1995 ❑ Coastat'SW — 2008 ❑ Ph II - Post Construction
(select all 0H1 OME"K,bn-Coastal SW- HQW/ORW Waters ElUniversal Stormwater Management Plan
Other WQ M mt Plan:
State of North Carolina CA - J
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form rimy be photocopied for rise as air original
1. 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.):
Scotch Hall Preserve PUD, Phase 2
2. Location of Project (street address):
Avoca Farm Road
City:Merry Hill Township County:13ertie Zip:27957
3. Directions to project (From nearest major intersection):
Beginning at the intersection of U.S. 17 and NC 45, proceed south on NC 45 approximately 1.63 miles to the
intersection of NC 45 and Avoca Farm Road. Turn left onto Avoca Farm Road and }proceed approximately__
4.25 miles. Turn left onto Scotch Hall Lane and enter gate into project.
4. Latitude:36° 00' 26" N Longitude:0760 41' 34" W of the main entrance to the project.
IL 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 numberSW7120106 , its issue date (if known)1-27-2012 , and the status of
construction. ❑Nat Started ®Partially Completed* ❑ Completed* *provide a desiy)ier's cerlificatim
Specify the type of project (check one):
❑Low Density ®High Density ❑Drains Loan Offsite 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 state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®SedimentaLion/ Eros ion Control: 50.68 ac of Disturbed Area
❑NPDFS Industrial Stormwater ❑404/401 Permit: Proposed Impacts
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:
Form SWU-l0l Version 07Jun20ltl Pave I ol'6

}
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 owns the project):
Applicant/Organization:Ilial Corporation
Signing Official & Title:Rose Tumnnarello, CFO
b.Contact information for person listed in item la above:
Street Address:55 Beattie Place, Suite 100
City:Greenville State:SC Zip:29601
Mailing Address (if applicable):55 Beattie Place, State 100
City:Greenville State:SC Zip:29601
Phone: [phone] Fax: { ]
Email: r tum ma re l lo-assoc.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee's (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b 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:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Add
City:
Mailing Address (if applicable):
City:
Phone: l 1
Email:
State: Zip:
Sta
Fax:
Zip:
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/Organization:Scotch Hall Preserve
Signing Official & Title:Bobby Masters Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address:101 Villa Way __ _
City:Merry Hill State:NC Zip:27957
Phone: C386, -_) 931-1693
l;mai1:bobby.masters23@gmaiI-corn
4. Local jurisdiction for building permits: Bertie County
Fax: ( )
Point of Contact:Traci White Phone #: (252 ) 794-5336
Form SWU-101 Version 07RM2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be collected _through a _combination of curb and };Litter and roadside vegch, ted swales
and then conveyed to two separate wet retention basins located at olposite ends of the project.
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 PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph I i — Post Construction
3. Stormwater runoff from this project drains to the Chowan River basin.
4. Total Property Area: 50.74 acres 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':
50.74 acres
Total project area shall be calculated to e.rclucte the folloz0in the rrorntal pool of impounded structures, the area
between the banks of streams artd rivers, the area below clue Nonual High Water (NHW) lime or Mean Higlt Willer
(Ml-1W) line, and coastal wetlands landzoard from t)te NH W (or MI-IW) lure. The resultant project area is used to
calculate overall percent built upon rarea (BUA). Non -coastal ztretlands landward of the NWW (or M1-IW) lure rraay be
included in llre local project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 46.7 %
9. How many drainage areas does the project have?2 (For ]tip lr densil y, cowit 7 for each proposed engineered
storuaztrater BMP. For low densily 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 1
Draina e Area 2
Draina e Area _
Draina e Area _
Receiving Stream Name4400Jan
Albe " rleSound
Salmon Creek~
Stream Class UFU
B;NSW
C;NSW
Stream Index Number *
25-24
Total Drainage Area (sf)
1,477,280 v
1,417,950
On -site Drainage Area (sf)
1,477,280 V
1,417,950
Off -site Drainage Area (sf)
n/a
n/a
Proposed Im ervious Area** (sf)
413,720
618,905
`, Impervious Area** (total)
27.6P%
43.65%
Im ervious" Surface Area
Drainage Area!
Drainage Area 2
Draina e Area
Drainage Area _
On -site Buildings/Lots (sf)
264,844
448,265
On -site Streets (sf)
47,012
100,480
On -site Parking (sf)
On -site Sidewalks (sf)
7,750
13,380
Other on -site (sf)
49,212
1,372
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
44,902
55,408
Total (sf):
413,720
618,905
* St ream Class toad luda.( Number carr be determined at: lrtl p://portrtl.ucclr�rrr.or�>/mcb/tual/�s/c,u/carrssifrcaticrtrs
** !m )erviorts arc+a is dt fined as the built upon area including, but riot liuritrd to, buildings, roads, parkbig areas,
I it eztralks, gravel areas, etc.
*** Report only that autount of existing BLIA that mill remain after devc1op11ut11. Do not report any existing BLIA that is
to be removed turd zoltich will be replaced by new BLIA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
l'ro'ects in Union County. Contact DWQ Central Office staff to check if the project is located within a Threatener! &
Endangered .Species +t,atershed that niay be subject to more stringent storinu'ater requi.reatews as per NCAC 02B .0000.
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:Z/portal.iicdeiir.org/web/wq/ws/su/biiiP-MaIILIl1.
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 http://portal.ncdenr.org/web/wq/ws/sLl/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
foLlnd by locating project on the interactive online map at llttp://portal.ncdenr.or6,web/�wq/s�_s/SLI maL)s.)
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 http�//portai.ncdenr.ort;/web/wq/1WS/SLi/StitesW/forms does.
initials
1. Origiwd acid one copy of the Stormwater Management Permit Application Form. MA S
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants KQS
Form. (if required as per Part Vll belozo)
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
http://www.envlielp.orgLpagesZonestol2exl2ress.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 stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
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'/z mile of the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. 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 stormwater control measures.
In. 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 (including 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).
Forin SWU-101 Version 07,iun2010 Page 4 of 6
M'.) S
Mw r
P�kw -5
NQ -5
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PN" 5

9. Copy ofany applicable soils report with the associated SHWT elevations (Please identify OM
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"xI I" copy of the NRCS 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 ofdetermining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verb the SIDYT prior
tosubmitial, [phone].)
10. A copy of the most current property deed, heed book: 827 Page No: 504 MvdS
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC M`�5
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/ 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.
htt :/ / www.secretary.state,nc,tis/ Corporations/ CSearch.as x
VI1. DEED RESTRICTIONS AND PRO7'ECTIVECOVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. if lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, 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 futius can be downloaded from
http:l I portal.nedenr.orgl web/ wd/ wsl sit/ statesw/ forms does. 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 (onus available on the website, that the covenants will be binding on all parties and persons claiming
underthem, that they will run with the land, that the required covenants cannot be changed ordeleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VII1. CONSULTA N`F 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:Michael W. Strader, Jr., P.E.
Consulting Firm: Quible & Associates. P.C.
Mailing Address:P.O. Drawer 870
City: Kitty_ I-lawk State:NC Iip:27949
]'hone: (252 i 261-3300 Fax: (252 ) 261-1260
Email:mstrader.cr uible.com
IX. PRO PERT]' OWN ER A U'1'1101ZI .A'I'ION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name ofperson listccl in Conlad Information, item 2o) U e`�'err fy that I
own the property identified in this per it lkion,and thu giv permission to (print oriyperxuneofperson
listed in Contact Infortnaliun, item !c th (print or Type name of organization listccl in
Contact Infarmolion, item la) velop 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 ofthe stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

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/ O hip Change Form within 30 days; otherwise l will be operating a stormw ater treatment
facility w' ou id permr . nderst t at the operation ofa stormwater treatment facility without a valid
permit 's a viol tion fNC Genera tat e 1 -215.1 and may result in appropriate enforcement action including
the as essme 5 o penalties of u o -5,000 per day, pursuant to NCGS 143-215.6.
Sign a1t'r Date:`
a Notary Public for the State of �v¢� ,, �s 1 County of
do hereby certify that q-I�— �,f, ,4jio personally appeared
before me this day of r, Z (Z , and
/acknoowwled d.u."-xocu4io4L-Qfthe application for a
stormwater permit. Witness my hand and official seal,
VINCENT SHUM
NOTARY PUBLIC, STATE OF NEW YORK
NO. 01 SH61795 t 3
QUAUFVED IN QUEENS COUNTY
COMMISSION EXPIRES DEC. 24, 201 r
\. APPLICANT'S CERTIFICATION
SEA L
My commission expires 12/2,q o)
1, (print or type naane ofperson listed in Contact Infor•mcrtion, item la) Rase Txnrnacuello CFO Rial Cotymw-alion
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 stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph, 11 — Post Construction) or SL 2008-21 1.
Signatu re: Date:
a Notary Public for the State of , County of
, do hereby certify that
before me this _day of
personally appeared
, and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEA L
My commission expires
Form SWU-101 Version 07Jun2010 Page 6 of 6

rrcpfveo% 6 wo on Y/,7,0//z
Quible
Qulble & AssoGiotes, P.C. P.O.Drcwef870
IGlty Hawk• NC 27949
FNC,tNEERING • ETIVIRONMENTAL SCIENCES • PLANNNG • SURWEMNG Phone; 252261,1.3M
SINCE 1959 F= 252.261-1260
Web: gLAUe.com
Ms. Kim Hedrick
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
April 27, 2012
RE: CAMA Major 176-05
Scotch Hall Preserve (formerly Innsbrook)
Letter of Refinement Request
Dear Kim,
The purpose of this correspondence is to request a letter of refinement to CAMA Major 176-05
for proposed work within the CAMA 75 it AEC in association with the proposed Amenity Area.
The Site is located on a 3.40 acre parcel of land centrally located within the subdivision.
Enclosed are two copies of plans (Sheet 1 of 11 and Sheet 3 of 11) that pertain to this request.
Land disturbing activities associated with the Amenity Area primarily consist of clearing, addition
of fill for buildings and swimming pool areas, land grading for parking and stormwater
infrastructure, and trenching for site utilities.
Proposed work within the 75 ft AEC includes:
■ 195 it of post supported fence within the 75 ft AEC
■ 95 sq.ft. of pool patio impervious cover within the 75 it AEC
7,649 sq.ft. of land grading within the 75 it AEC
This does not include a sandy beach area on the north side of the pool as we previously
discussed. Instead, the land area to be graded within the 75 it AEC will be grassed and
permanently stabilized. This work recently received both a State Stormwater Permit
(SW7120106 Modification) and an approved SESCP Plan (Berti-2012-002). Copies of these
permits that were issued through the Express Program are enclosed.
Please provide me a copy with the letter of refinement when you are able to do so. Thank you
for your attention to this matter. I can be reached at 252.261.3300 or [e-mail] if
you have any questions.
Sincerely,
Quible & Associates, P.G.
D{LIL�
Brian D. Rubino
CC: Rose Tummarello, Rial Corp.
Bobby Masters, SHP

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Paves Perdue Braxton C. Davis
Governor Director
3 May 2012
Quible & Associates, P.C.
CIO Brian Rubino
P.O. Drawer 870
Kitty Hawk, NC 27949
Dear Mr. Rubino:
Dee Freeman
Secretary
This letter of refinement is in reference to your 27 April 2012 correspondence (attached), requesting a
modification of Major CAMA Permit No. 176-05. This permit was originally issued to Innsbrook, for the Rial
Corporation, on 9 November 2005 for the development of a new subdivision with 399 single family lots, a golf course
with clubhouse, shoreline stabilization, access roads, and parking areas adjacent the Chowan River. A Major
Modification was issued for Permit No. 176-05 on 9 December 2010 to Rial Corporation for the development of a 107-
slip marina and associated boat ramp, parking areas, roads, ship store and pool adjacent to Salmon Creek. This
authorized development, formerly known as Innsbrook, at Scotch Hall Preserve is located on the Chowan River and
Salmon Creek, near the Merry Hill Township, at the end of SR 1502 in Bertie County, North Carolina. The permit has
been refined on several occasions and currently has an expiration date of 22 January 2015.
Your request to amend the permit to allow for impacts of 195 linear feet of post -supported fence, 95 ftz of
impervious pool patio, and 7,649ft2 of land grading and seeding within the 75-ft. Estuarine Shoreline Area of
Environmental Concern (AEC) of the Chowan River, all in association with the construction of a proposed central
amenity area within Phase 2, Block 1 is hereby authorized. All permit conditions including the 22 January 2015
expiration date still apply and remain unchanged. Your plats, sheets 1 and 3 of 11, titled Central Amenity Center,
Scotch Hall Preserve PUD — Phase 2, both dated revised 24 April 2012, will become a permanent part of the file.
Thank you for your time and cooperation in this matter. If you have any questions about this or related matters,
please don't hesitate to contact me or Kimberly Hedrick in the Washington Regional Office.
Sincerely,
q (Z. Mw—
David W. Moye
District Manager
Washington Regional Office
Cc: Doug Huggett — Major Permit Coordinator, DCM
Kimberly Hedrick — Compliance & Enforcement Representative, DCM
Traci White — Ber-tie County Planning & Inspections, P.O. Box 530, Windsor, NC 27983
Al 1-lodge —NCDENR, Division of Water Quality, Washington Regional Office
Pat McClain — NCDENR, Division of Land Resources, Washington Regional Office
Tracey Wheeler — USACE, Washington Regulatory Field Office
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCaroiirla
Natimally

Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
April 16, 2012
Lyn B. Hardison
One -Stop Permitting Coordinator
Customer Service Center
NCDENR Washington Regional Office
943 Washington Square Mail
Washington, North Carolina 27889
APR 18 2012
NC ®ENR
P.O. Drawer 870
Kith/ Hawk, NC 27949
Phone [phone]
Fax, 252-261-1260
Web: quible.com
Re: Stormwater Management and Soil Erosion and Sedimentation Control Plan Review
Scotch Hall Preserve PUD, Phase 2 (modification, Amenity Area)
Merry Hill Township, Bertie County
Dear Ms. Hardison:
On Behalf of Rial Corporation, Quible & Associates, P.C. hereby submits for Express Review
and approval High Density Stormwater Management Permit Modification and Soil Erosion and
Sedimentation Control Permit Modification packages for the above referenced project in Merry
Hill, Bertie County.
The following items are included for the Stormwater Management Permit Express Review:
1. Two (2) copies of the Stormwater Management Permit Application Form w/one (1) copy
of the Wet Detention Basin Supplements
2. One (1) copy of the signed Operation and Maintenance Agreements for the Wet
Detention Basins (no change from previous submittal)
3. One (1) copy of the Deed Restrictions & Protective Covenances (no change from
previous submittal
4. Stormwater Management Plan Narrative with Calculations
5. Property Deed
6. NC Secretary of State print-out for Rial Corporation
7. USGS quad excerpt with property identified
8. Two (2) copies of the Subdivision Plan Sheets 1-5, 13-19, & 22 and Amenity Center
Sheets 1-6
The follow items are included in the Soil Erosion and Sedimentation Control Permit Express
Review:
1. Two (2) copies of the Plan Sheets
2. Two (2) copies (one original) of the
4. Project Narrative
5. Property Deed
1-5, 13-19, & 22, and Amenity Center Sheets 1-6
Financial Responsibility/Ownership Form
The review fee in the amount of $4,000 for both the Stormwater and SESC Permit Express
Modification Reviews.

If you have any questions, or require any additional information, please do not hesitate to
contact me at [phone].
Sincerely,
Quible & Associates, P.C.
Derek A. Dail, P.E.
encl: as stated
cc: Rose Tummarello, Rial Corporation

REAL CORPORATION INC. 96aT. , 261.6
OPERATING ACCOUNT- BRANCH BANKING AND TRUST COMPANY
,1-800-8ANK BBT, BBT.Oom `
PO BOX 244467-160/532
GREENVILLE, SC29602 .3120l2012
PAY TO THE " NCDENR � $ **4 Og0,.00
ORDER OF
Four Thousand and
DOLLARS
NCDENR
Division'of Water Quality TWO slaNaTvResReaulRen
1617 Mail Service'Center '
Raleigh, NC `27699-1617
MEMO
Scotch Hall Preserve Pool, Park permits _ I
AUTHORIZED SIGNATURE
II900.
CORPORATION INC. OPERATING ACCOUNT 2616 .
NCDENR 3/20/2012
Pool Park permit 4,000.00
EXPRESS
APR 18 2012
NC ®ENR
Operating Account -BB Scotch Hall Preserve Pool Park permits 4,000.00

aoF ,,�ek rERQG
CIO
y
William C. Stillwagon
Rial Corporation
P.O, Box 248
Merry Hill, NC 27957
Dear Mr. Stillwagon:
Michael P. Gculey, Guven:or
William G, Ross 1r„ Secrclary
Nunh Carolina Department of Fnvirunmenl and Nutural RCSOUrCCS
Cniecn N. Sunins, Dir"lor
Division of A':,tcr Qualny
January 29, 2008 - - -
Subject: Stormwater Permit No. SW7070613 Modification
Innsbrook Golf Course & Residential Phase II
Low Density Subdivision
Bertie County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Innsbrook Golf Course & Residential Phase 11 on June 15, 2007. Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7070613, dated June 28, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded, shall void Permit No.
SW7070613 dated June 28, 2007 and shall be subject to the conditions and limitations as
specified therein, and does not supercede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
Ile right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O, Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
,f you have any questions, or need additional information concemic L. i -,-natter, ciease
contact either Samir Dunn?or ;r rr.,e at (252) 946-0^481.
incerely,
1�
L11�;
AI !-t,oage
t
Regional Supervisor
Surface Water Protection Section
AH/sd: JWVPDATAIWQSI State SW-SD1Permits - Low Density
cc: frank Wanko, Hobbs, Upchurch & Associates, P.A.(PO Box 1737, Southern
Pines, NC 28387).
Bertie County Building Inspections
Washington Regional Office
Central Files
`:girth C;mJina Di%i±inn of N'arcr �?�ralilti nrrrncl ; ,�.: ! ' ` One
:at l 'Xasil mgton 1:gij is t .dl "hone i 2:4 1' 46-6� S i = N1611 h C al-011113
"Al
.4n EruaI QPD9rtundy,A.iP Ms lN,e nC ion Emplc'jer - K"' Recyc'ev10% Pov Con sUrner Papor -

t State Storm; ....er Management Systems
' Permit No. SW7070613
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Ria! Corporation
Innsbrook Golf Course & Residential Phase 11
Bertie County
FOR THE
construction, operation and maintenance of a 30% low density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rulesand the approved stormwater management plans and
'
specifications, an other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
1. DESIGN STANDARDS
Each of the 157 lots in this 202.19 acre residential development is limited to a
maximum of (see attachment) square feet of built -upon area, as defined by the
stormwater rules, and as indicated in the approved plans.
2. The overall tract built -upon area percentage for the project must be maintained
at 30%, per the requirements of Section .1005 of the stormwater rules.
4. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to
provide access to lots.
5. Runoff conveyances, such as roadside swales and perimeter ditches, must be
vegetated with side slopes no steeper than 3:1 (KV).
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
11. SCHEDULE OF COMPLIANCE
Roadside swales, vegetated areas and other vegetated conveyances shall be
constructed in their entire X vegetated, and be operational for their intended use
prior to the construction of any built -upon surface, per the approved plans.
Page 2 of 5

State Storm�,ter Management Systems
,? Permit No, SW7070613
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately,
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal,
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner, provided that the permittee has complied with the
requirements of Section 11.12 of this permit.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
8. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
10. All roof drains must terminate at least 30' from the Mean High Water mark.
11. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Page 3 of 5

State Storm „"ar Management Systems
Permit No, SW7070613
12. Recorded deed restrictions must include, at a minimum, the following
statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7070613 Mod, as
issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is (see attachment) square feet.
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina, driveways, and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
swales, etc.) associated with the development except for average
driveway crossings, is prohibited by any persons.
h. Filling in, piping or altering any vegetated area associated with the
development is prohibited by any persons.
A 30' vegetated buffer must be maintained between all built -upon area
and the Mean High Water line of surface waters.
All roof drains shall terminate at least 30' from the Mean High Water
mark.
13. The permittee must submit a copy of the recorded deed restrictions within
30 days of the date of recording.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. Prior to transfer of ownership, the swales must be inspected and determined to
be in compliance with the permit. Any deficiencies will be repaired or rep{aced
prior to the transfer.
16. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
Page 4 of 5

State Storr— ter Management Systems
:wr Permit No. SW7070513
Ill. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualittyy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.2.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. ai.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit transfer request must be
submitted to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permttee is responsible for compliance with
all the terms and conditions of this permit until the ❑ivision approves the permit
transfer.
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal) which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be submitted.
7. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater control systern and
it's components.
S. The perrnittee shall notify the Division of Water Quality of any name, ownership
er mailing address changes within 30 days.
Permit issued this the 29th day of January, 2008.
N RTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-----------------_-----------------
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7070613 Modification
Page 5of5

INNSBROOK
DEVELOPMENT -PHASE 2
LOW DENSITY SUPPLEMENT
Number of Lots
Lot Numbers
Lot Sizes
Allowable Built Upon Area
S.F.
AC
S.F.
AC
1
244
32,531
0,75
7,000
0,16
2
245
32,085
0,74
7,000
0.16
3
246
34,254
0.79
7,000
0.16
4
247
34,028
0.78
7,000
0.16
5
248
40,796
0,94
7,000
0,16
6
249
48,655
1.12
7,000
0.16
7
250
55,818
1.28
7,000
0.16
8
251
39,219
0.90
7,000
0.16
9
252
30,632
0.70
7,000
016
10
253
27,849
0.64
7,000
0.16
11
254
30,746
0.71
7,000
0.16
12
255
35,622
0.82
7,000
0.16
13
256
32,845
0.75
7,000
0.16
14
257
34,344
0,79
7,000
0.16
15
258
43,130
0.99
7,000
0.16
16
259
37,870
0.87
7,000
0.16
17
260
35,089
0.81
7,000
0,16
18
261
34,538
0.79
7,000
0.16
19
262
48,304
1.11
7,000
0.16
20
263
33,290
0.76
7,000
0.16
21
264
28,473
0.65
7,000
0.16
22
256
28,192
0.65
7,000
0.16
23
266
30,174
0.69
7,000
0,16
24
267
37,423
0,86
7,000
0.16
25
2S8
35,782
0.82
7.000
0.16
26
269
36,897
0.85
7,000
0.16
27
270
32,263
0.74
7,000
0.16
28
271
29,828
0,68
7,000
0.16
29
272
32.803
0.75,
7,000
C.16
30
273
34,151
0.78
7,000
0.16
31
274
37,194
0.85
7,000
0.16
32
275
42,318
0.97
7,000
0.16
33
276 1
26,708
0.611
7,000
0.16
34
i 277
28,281
6 51
7,000
0.15:
35
278
29,203
0.67
7,000
0.16
36
279
30,390
0.70
7,000
0.16
37
280
30,609
0.70
7,000
0.16
38
281
31,859
0,73
7,000
0.16
39
232
32,726
0.751
7,000#
0,16
40
283
26,385
0.61
7,000{
0.15
41
224
28,332
0.65
7,000
0.15
42
285
25.373
0.58
71000
0.16
43
286
37.338
0.86
76000
0.16
44
287
42,754
0.98
7,000
0.16
45
288
48,992
1.12
7.0001
0.16
�6
289
35,5e3
0.82
7,OCC I
0,15
"7
YI
290
33 491
0.77
7.00,01
,, ]
;P:iaSe 2 raye 1 '11 LH

48
291
31,448
0.72
7,000
0.16
49
292
34,412
0.79
7.000
0,16
50
293
29,153
0,67
7,000
0.18
51
294
22,757
0.52
7,000
0.16
52
295
31,087
0.71
7,000
0.16
53
296
34,537
0.79
7,000
0.16
54
297
30.499
0.70
7,000
016
55
298
25,284
0.58
7,000
0.16
56
299
26,920
0.52
7,000
0.16
57
300
35,867
0.82
7,000
0.16
58
301
37,617
0.86
7,000
0.16
59
302
37,450
0.86
7,000
0.16
60
303
28,588
0.66
7,000
0,16
61
304
29,397
0,57
7,000
0,16
62
305
33,456
0.77
7,000
0.16
63
306
33,695
0.77
7,000
0.16
64
307
39,276
0,90
7,000
0.16
55
308
33,238
0.76
7,000
0.16
66
309
25,846
0.59
7,000
0.16
57
310
25,146
0.58
7.000
0.16
fib
311
25,744
0.59
7,000
0.16
69
312
27,283
0.63
7,000
0.16
70
313
29,778
0.68
7,000
0,15
71
314
20,321
0.47
7,000
0.16
72
315
21,762
0.50
7,000
0.16
73
316
62,807
1.44
7,000
0.16
74
317
53.682
1.23
7,000
0.16
75
318
25,970
0.62
7,000
0.16
76
319
24,217
0,56
7,000
0.16
77
320
44,377
1.02
7,000
0.16
78
321
36,348
0.83
7,000
0.16
79
322
31,771
0.73
7,000
0.16
80
323
27,773
0.64
7,000
0.16
81
324
38,482
0,88
7.000
0.16
62
325
36,294
0.83
7.000
^5
83
326
39,0961
7.90
% 000
84
327
32,058
0.74
7,000
85
328
29,910
0,69
7,000
0.15
86
329
29,770
0,68
7,000
0.15
87
330
28, 087
0.64
%, 000
C. 1F
a 83
.31
i 28,594
0.66
39
332
29,217
0.67
- 000
1J
90
323
28,168
0.65
7,000
I7.15
91
334
25,780
0.59
7,000
0.15
92
335
27,183
0.62
7,D00
0D 16
93
336
40,317
0.93
7,000
0.15
?4
337
{ 29.531
0 68
7,000
; i6
95
338
26,245
0.60
7.000
J.16
?6
339
26,226
0.60
7.000
0.16
97
�40
26.2C8j
0.60
7,000
0 1
98
�41
25,1971
0.50
7,000
?.16
99
342
25,6181
0.611
7, 0,0
I? 16
100
343
32,490
0.75
7 {,00
•a
Phase 2 ?ag,A 2

�j
101
344
27,141
0,62
7,000
0.16
102
345
27,299
0.63
7,000
0.16
103
346
27,463
0.63
7,000
0.16
104
347
25 335
0.58
7,000
0.16
105
348
47,015
1.08
7,000
0.16
106
349
38,097
0.87
7,000
0.16
107
350
52,453
1,20
7,000
0.16
108
351
36,506
0.84
7,000
0.16
109
352
76,433
1.75
7,000
0.16
110
353
43,731
1.00
7.000
0.16
111
354
52,684
1,21
7,000
0.16
112
355
56,459
1.30
7,000
0.16
113
356
36,135
0.83
7,000
0.16
114
357
30,138
0.69
7,000
0.16
115
358
30,325
0.70
7,000
0.16
116
359
30,291
0.70
7,000
0,16
117
360
29,252
0.67
7,000
0.16
118
361
31,049
0.71
7,000
0.16
119
362
33,087
0.76
7,000
0.16
120
363
34,509
0.79
7,000
0.16
121
364
35,013
0.80
7,000
0.16
122
365
34,548
0.79
7,000
0.16
123
366
34,176
0.78
7,000
0,16
124
367
35,038
0.80
7,000
0.16
125
368
35,745
0.821
7,000
0.16
126
369
34,934
0.80
7,000
0,16
127
370
36,245
0.83
7,000
0.16
128
371
41,435
0.95
7,000
0.16
129
372
43,106
0.99
7,000
0,16
130
373
42,778
am
7,000
0,16
131
374
42,537
0,98
7,000
0.16
132
375
41,581
0,95
7,000
0.16
133
376
39,838
0.91
7,000
0.16
134
f 377
40.318
0.931
7,000
0.16
135
136
378 1
379 i
11,428
=8,406
0.951
^ ? ;
7.000
7.0001
0.1311
--..is
137
380
65,090
1.49
7,000
0.16
138
381
43,478
1.00
7,0001
0.16
139
381-A 1
38.314
13.88
7.0001
0,16
382 E 25,832f 1821 7.0001 C,.16
141
383
_ 50'
?51
000`
142
384
4Z,088
0,97i
7,000
0.16'
143
385
36,571
0.84
7,000
0.16
144
386
35,188
0.81
7,000
0.16
145
387
34,701
0.90
7.000
0.16
146
388
35,074
0,81
7,000
0.16
1147
389
38,771
0.89
7,000
0,16
148
390
40,424
0.93
7.000
0.16
149
391
39,124
0.90
7.000
0.16
150
392
28,088
0.54
7,000
0.16
51
393
26,167
0.60
7,000
0.16
152
394
25,144
058
7,000
0.16
153
395
34,564
0,79
7,000
0.16
lnrsbrock Develcpimer.:
P';,ase 2 Page 3 of 4 JLM

h
•oI
154
396
38,973
0.89
7,000
0.16
155
397
34,222
0.79
7,000
0.16
156
398
34,377
0.79
7,000
0.16
157
399
67,197
1.54
7,000
0.16
Total
1 5,507,641 SFJ
126.44 AC
1,099,000 SFJ
25.23 AC
irn;-3r:) =- v e ic p m, e r,!
Phase 2 page -+ 0f 4 JLH

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
January 27, 2012
Ms. Rose Tummarello, CFOZit 2 c Z
Rial Corporation
55 Beattie Place, Suite 100 LAJ� aw me-nTl y kr-P-c-,
Greenville, SC 29601
Subject: Stormwater Permit No. SW7120106
Scotch Hall Preserve PUD, Phase 2
High Density Subdivision Wet. Pond Project
Bertie County
Dear Ms Tummarello:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Scotch Hall Preserve PUD, Phase 2 on January 17, 2012. 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. SW7120106, dated January 27, 2012, for the construction of the
project.
This permit shall be effective from the date of issuance until January 27, 2020, 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 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
erel ,
/—AffkAo- dge
Regional Supervisor
Surface Water Protection Section
AHlsd: K:ISDIPermits-Wet pond ISW7120106
cc: Michael Strader, Jr, PE, Quible & Associates, P.C.r1)
Bertie County Inspections
vision of Coastal Management
WWashington
Regional Office
North Carolina Division of Water Quality Internet: www.newaterguality.org
943 Washington Square Mall. Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarohna
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper ;Vatural&

State Stormwater Management Systems
Permit No. SW7120106
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
Rial Corporation
Scotch Nall Preserve PUD, Phase 2
Bertie County
FOR THE
construction, operation and maintenance of two wet detention ponds 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 January 27, 2020 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 1.5 on page 3 of this permit. The subdivision is
permitted for 173 lots, each allowed a maximum of (see attached Table "A")
square feet 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. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW7120106
Pond # 1
Pond # 2
a. Drainage Area, ft2:
b. Total Impervious Surfaces, ft2:
c. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP ft2.
h. Permitted Storage Volume, ft�:
i. Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour:
k. Post development 1 year 24 hour:
I. Controlling Orifice:
m. Permanent Pool Volume, ft3 :
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream 1 River Basin:
q. Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1,403,950
364,508
3.50
90%
1.5
10.10
44,486
97,263 at temp
12.00
1.02
1.74
4.0"0 pipe
146,829
26,995
112 HP
Chowan River
25
"B; NSW"
1,406,667
617,533
4.0
90%
1.5
10.70
110,941
pool 153,501
12.00
1.02
1.74
5.0" 0 pipe
446,788
115,720
1.0 HP
Salmon Creek
25-24
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 10

State Stormwater Management Systems
Permit No. SW7120106
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 SW7120106, as issued by
the Division of Water Quality under NCAC 2H.1000.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW7120106
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is (see attached Table "A") square
feet. This allotted amount includes any built -upon area constructed within
the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes,
but is not limited to, structures, asphalt, concrete, gravel, brick, stone,
slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two numbers.
h. 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.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
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 systems,
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 falling 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 pond
#1 is HP and pond #2 is 1.0 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
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW7120106
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
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 pur ose 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 N C G S 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 6 of 10

State Stormwater Management Systems
Permit No. SVV7120106
12. This permit shall be effective from the date of issuance until January 27, 2020.
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 27th day of January, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
a/ — " (_..s" — for
Charles Wakild, P.E.', Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7120106
Page 7 of 10

State Stormwater Management Systems
Permit No. SW7120106
Scotch Hall Preserve PUD, Phase 2
Stormwater Permit No. SW7120106
Bertie County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction} of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
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 10

State Stormwater Management Systems
Permit No. SW7120106
Certification Requirements: Page 2 of 2
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
.12. Required drawdown devices are correctly sized per the approved plans.
.13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
.15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Bertie County Building Inspections
Page 9 of 10

State Stormwater Management Systems
Permit No. SW7120106
Scotch Hall Preserve PUD, Phase 2
Table "A"
Lot #
BUA
Lot #
BUA
Lot #
BUA
1
5,084
45
4,492
89
3,710
2
4,298
46
4,084
90
4,026
3
3,960
47
4,084
91
4,174
4
3,960
48
4,084
92
5,147
5
3,960
49
4,084
93
5,659
6
3,960
50
4,084
94
3,651
7
3,960
51
4,518
95
3,812
8
3,960
52
4,075
96
3,603
9
3,960
53
4,075
97
7,833
10
3,960
54
4,075
98
7,280
11
4,290
55
4,075
99
5,266
12
3,960
56
4,075
100
4,975
13
3,960
57
4,075
101
4,727
14
3,960
58
4,075
102
4,971
15
4,290
59
4,359
103
4,821
16
4,290
60
4,045
104
4,320
17
4,430
61
4,091
105
4,320
18
4,598
62
4,091
106
4,716
19
4,749
63
4,091
107
4,899
20
3,947
64
4,091
108
4,899
21
3,782
65
4,091
109
5,936
22
3,501
66
3,980
110
5,922
23
3,614
67
4,407
111
7,356
24
3,375
68
4,103
112
6,040
25
3,026
69
4,103
113
6,031
26
2,941
70
4,103
114
5,981
27
2,866
71
4,504
115
5,935
28
3,125
72
3,504
116
5,933
29
5,956
73
3,358
117
5,934
30
6,114
74
3,219
118
5,937
31
5,992
75
4,163
119
4,290
32
5,947
76
6,088
120
3,960
33
5,951
77
5,941
121
3,960
34
5,956
78
5,938
122
3,960
35
5,956
79
5,936
123
3,960
36
5,952
80
5,937
124
3,960
37
5,946
81
5,938
125
4,542
38
6,724
82
3,960
126
4,966
39
6,447
83
3,960
127
5,587
40
6,120
84
3,960
128
5,466
41
4,540
85
3,960
129
4,585
42
4,097
86
3,960
130
5,079
43
4,097
87
3,960
131
4,726
44
4,097
88
5,895
132
4,150
BUA -- built -upon area (in square feet),
Lot # BUA
133 4,230
134 5,803
135 5,862
136 6,037
137 6,279
138 6,295
139 6,201
140 6,109
141 5,978
142 6,561
143 8,373
144 10,975
145 5,566
146 4,518
147 5,255
148 6,719
149 5,117
150 4,215
151 3,960
152 4,144
153 4,288
154 4,288
155 4,116.
156 4,260
157 4,260
158 4,075
159 4,329
160 4,212
161 4,212
162 4,375
163 4,375
164 4,202
165 3,860
166 5,047
167 6,651
168 3,829
169 4,270
170 4,301
171 4,243
172 4,172
173 4,323
Page 10 of 10

DWQ USE ONLY
Date Received
Fee Paid *g I
Permit Number
AN
o &'0-4
w .Z l Zo
Applicable Rules: &astal SW -1995 ElCoastal S - 2008 ❑ I'll11 - Post Construction
lr(select all t _—Non-CoastalSW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources /
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FO
Plus form may be photocopied fir use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name- should be consistent th project name on
plans, specifications, letters, operation and maintenance agreementstetc.):
2. Location of Project (street address):
Avoca Farm Road
City:Merry Hill Township Co"I
3. Directions to project (from nearest major intersection): � J
Be innin at the intersection of U.S. 17 and NC 45 roce�ti
intersection of NC 45 and Avoca Farm Road. "Turn I t of o A
4.25 miles. Turn left onto Scotch Hall Lane,and enter to intc
4. Latitude:36° 00' 26" N Longitucf;�760 r 34" W
Z
Farm
Zip:27957
45 approximately 1.63 miles to the
Road and proceed approximately
of the main entrance to the project.
II. - PERMIT INFORMATION: - "/
1.a.Specify whether project is (check on� / ew ❑Modification
b.If this application is being submi ' I as t e result of a modification to an existing permit, list the existing
permit number issue date (if known) _ _ and the status of
construction: ❑Not Sta e '� rtially Completed* ❑ Completed* *provide a designer's
certification
2. Specify the type of project (che one):
❑1_ow Density ®I -sigh D nsity ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is bei
DWQ requesting a sta
if assigned,
proposed,
4.a.Additional Projec equirements (check applicable blanks, information on required state permits can be
obtained by coi acting the Customer Service Center at "I-877-623-6748):
❑CAMA M or ®Sedimentation/Erosion Control: 50.34 ac of Disturbed Area
❑NPD - dustrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any o these permits have already been acquired please provide the Project Name, Project/Permit
Num r, issue date and the type of each permit:
ubmitted as the result of a previously returned application or a letter from
ormwater management permit application, list the stormwater project number,
and the previous name of the project, if different than currently
Form SW U- l01 Version 071un2010 Page I of 6

Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Rial Corporation
Signing Official & Title:Rose Tummarello, CFO
b,Contact information for person listed in item 1a above:
Street Address:
City:Greenvi
Mailing Address (if applicable
City:Greenvil
Phone: (252 ) 482-4006
Email:rtu mmarello-assoc.com
Zip:29601
State:SC Zip:29601
Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ I.essee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b 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:
Signing Official & Title:
b.Contact information for person listed in item 2a above
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: zip:
Phone: ( ) Fax: ( )
Email:
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/Organization:Scotch Hall Preserve
Signing Official & Title:Bobby Masters, Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address:101 Villa Way
City:Merry Hill _ State:NC Zip:27957
Phone: (386 _) 931-1693 Fax:
Lmail:bobby.masters23<+gmail.coiri
4. Local jurisdiction for building permits: Bertic County
Point of Contact:Traci White Phone #: [phone]
Form SWU-101 Version 07Jun2010 ['age 2 of7

IV. PROJECT INFORMATION
1. In the space provided below, hriefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be collected through a combination of curb and gutter and roadside vegetated
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:
b.If claiming vested rights, identify the regu lation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Chowan River basin.
4. Total Property Area: 50.74 acres 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':50.74 acres
Total project area shall be calculated to exclude the follozoingg: tire normal pool of impomided structures, the area
behoeex the banks of streanis and rivers, the area below the Normal High Water (NHW) lure or Mean HiNh Water
(MHW) lure, and coastal wetlands landward from fire NHW (or MHW) lure. Tire resultmit project area is used to
calculate overall percent built upon area (BL1A). NO)? -coastal wetlands landward of fire NHW (or MHW) lure may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 44.4
9. Howl many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
storrn7valer BMP. For lorry density and other projects, rise 1 far 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 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name cj rowan
A per ound
Salmon Creek
Stream Class * `-'
B;NSW
QNSW
Stream Index Number *
_26- 25-
25-24
Total Drainage Area (so
1,403,950 ✓
1,406,667
On -site Drainage Area (sf)
-1,403,950 ✓
1,406,667 J
Off -site Drainage Area (sf)
n/a
n/a
Proposed Impervious Area**
s
364,508
617,533 V
% Impervious Area** (total)
25.96% ti/
43,90% J
Impervious- Surface Area
Drains e Area 1
Drains e Area 2
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
264,844
448,265
On -site Streets (so
47,012
100,480
On -site Parking (sf)
On -site Sidewalks (so
7,750
13,380
Other on -site (so
Future (sf)
Off -site (sf)
Existing BUA*** (so
44,902
55,408
Total (sf):
364,508 ,/
617,533 f
Stream Class and !rides Number can be determbied at: httl!:��porfal.rrcdeur'.ort�(zy�b�inq/frs/csrr cJerssificatlorrs
Form SWU-101 Version 07.lun2010 Page 3 of7

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
January 4, 2012
Lyn B. Hardison
One -Stop Permitting Coordinator
Customer Service Center
NCDENR Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
1
EXPRESS co'telt, X5iY
YP�C7� P.O Drawer 871)
�� �E� /��1 IGtty Hawk, NC 27949
Phone: [phone]
, AN l 7 20Q Web: q� oe.COm
NC ®OR
Re: Stormwater Management and Soil Erosion and Sedimentation Control Plan Review
Scotch Hall Preserve PUD, Phase 2
Merry Hill Township, Bertie County
Dear Ms. Hardison:
On Behalf of Rial Corporation, Quible & Associates, P.C. hereby submits for Express Review
and approval High Density Stormwater Management Permit and Soil Erosion and
Sedimentation Control Permit Application packages for the above referenced project in Merry
Hill, Bertie County.
The following items are included for the Stormwater Management Permit Express Review:
1. Two (2) copies of the Stormwater Management Permit Application Form wlone (1) copy
of the Wet Detention Basin Supplements
2. One (1) copy (original signature) of the Operation and Maintenance Agreements for the
Wet Detention Basins
3. One (1) copy (original signature) of the Deed Restrictions & Protective Covenances
4. Stormwater Management Plan Narrative with Calculations
5. Property Deed
6. NC Secretary of State print-out for Rial Corporation
7. USGS quad excerpt with property identified
8. Two (2) copies of the Plan Sheets 1-5, 13-19, & 22
The follow items are included in the Soil Erosion and Sedimentation Control Permit Express
Review:
1. Two (2) copies of the Plan Sheets 1-5, 13-19, & 22
2. Two (2) copies (one original) of the Financial Responsibility/Ownership Form
4. Project Narrative
5. Property Deed
The review fee in the amount of $7,315 was submitted under separate cover and is for both the
Stormwater and SESC Permit Express Reviews ($4,000 Express fee + $3,315 for 50.34 acre
land disturbance).

If you have any questions, or require any additional information, please do not hesitate to
contact me at [phone].
Sincerely,
Quible & ssociates, P.C.
Michael . Strader, Jr., P.E.
encl: as stated
cc: Rose Tummarello, Rial Corporation

Suzie Binder
From: Suzie Binder
Sent: Friday, January 06, 2012 3:45 PM
To: 'bobby. [e-mail]; '[e-mail]'; '[e-mail]'
Cc: Darrell Whitaker
Subject: RE: SHP Ph2 Express fee check
Attachments: image001.png
We have issued a stop payment on the previous check and reissued the two checks as replacement per your request.
The checks will be placed in the mail today to the attention of "Lyn B. Hardison" at the address indicated in your email
below.
Thanlx you!
Suzie Binder
Accounting Manager
864,678.7611 (p)
864.233.3099 (f)
[e-mail]
From: bobby. [e-mail][ma ilto:bobby. [e-mail]]
Sent: Friday, January 06, 2012 12:30 PM
To: Darrell Whitaker; Suzie Binder
Subject: Fw: SHP Ph2 Express fee check
The state lost the check
Sent via B1ackBerry by AT&T
From: "Michael Strader" <[e-mail]>
Date: Fri, 6 Jan 2012 11:41:35 -0500
To: Bobby Masters<[e-mail]>
Subject: SHP Ph2 Express fee check
Bobby,
Lyn Hardison, NCDENR, just called and made the suggestion that a new check be issued for the Scotch Hall
Preserve PUD, Phase Express Review for stormwater and soil erosion. She has requested that the checks be
separated to $4000 and $3315 accordingly. The original check could be voided (and may already be on its
way back to sender).
Could you please confirm if two checks could be issued and sent directly to Lyn?
I recommend a cover or transmittal addressed to:
Lyn B. Hardison
One -Stop Permitting Coordinator
NCDENR Washington. Regional Office
943 Washington Square Mall
Washington, NC 27889
Her telephone number is [phone]. Her email is Iyn.hardisonPncdenr.gov. .

It would be best to send her an email as confirmation that the new checks have been issued and addressed to
her attention.
Thank you,
Mike
Michael W. Strader, Jr., P.E.
Director of Engineering
Quible & Associates, P.C.
8 Juniper Trail
P.O. Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.207.6751
www.guible.com
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