SW8000523_HISTORICAL FILE_20200212

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW816000 Sr23
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
� o a d D I U
YYYYMMDD

Y
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
P:[phone]
F:[phone]
To:
NCDEQ-DEMLR-STORMWATER SECTION
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405
WE ARE SENDING YOU:
EB 2aza
DATE 2/11 /2020 1
JOB No. PM1879-001
ATTENTION GARRETT ZORDA
RE: THE HOUSE OF SILK FLOWERS
EXPRESS STORMWATER SW8 000523
COPIES
DATE
NO.
DESCRIPTION
2
Revised Application (Page 3)
2
PLANS (SH1 & SH2-revisions)
1
Revised Narrative
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑Resubmit copies for approval
❑ For your use ❑Submit copies for distribution
✓❑As requested ZFor review and comment
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
PLEASE CALL WITH ANY QUESTIONS.
252-499-2166
COPY TO
SIGNED GINGERY. TURNER, PE

"�B
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
February 10, 2020
Garrett Zorda
NCDEMLR-Stormwater Section
127 Cardinal Drive Extension
Wilmington, NC 27889
RE: Additional Information
SW8 000523
House of Silk Flowers, Carteret County
9 ECEIV
Ea 12 20 U
8Y:
Dear Garrett,
I
This is in response to the February 7,2019 receipt of additional information requested for the ai6e reference
project and the items have been addressed as follows:
1. 15A NCAC 02H.1003(2)(a): Since this Is a Low Density Project, the proposed Outporcel #1 will also need to meet the low
density threshold. The submitted plans indicate that the total area for the proposed outparcel #1 is 41,425 square feet.
The submitted documentation indicates that the BUA allocation for the proposed Outporcel #1 is 15,000 square feet. This
would be a density of 36.2% which is above the maximum density of 30% that this area is subject to. Please reconsider
either the BUA allocation or total area of Outporcel #1 to ensure the outparcel will remain et or below the maximum 30%
density threshold and update the application package appropriately. `
Outparcel III has been increased to 50,094.89 sf allowing ISAW square feet of Impervious or 29.94% of the lot.
2. 15A NCAC 0214.1042(2)(o)(iv):
a. As discussed during the submittal meeting, the total pervious gravel area for each Dralnage Area will need to be
documented. The "On -Site Pervious Grovel" raw In the table In the narrative indicates that DA1 includes 51,275 square
feet of pervious gravel. The pervious gravel areas called out on the plans in DA1, however, only add up to 38,233 square
feet. Please confrrm the pervious gravel in each drainage area and update the application package appropriately. if the
51,275 square feet includes ALL of the pervious gravel in DA1, the total pervious gravel oreo for DA2 can simply be added
to the "On -Site Pervious Gravel" row under the DA2 column in the BUA table In the narrative.
The total pervious gravel updates are reflected In the narrative and plans to reflect DA1 with SIA46 SF and DA2 with
103,7115F.
b. The "On -site Sidewalks" row In Section IV.10 of the application indicates that the total sidewalk area for the entire
project is 3,911 square jeer. Sidewalk allocation, however, is only proposed in DA1, with a total of 1,258 square feet.
Please confirm the correct total "On -site Sidewalks" area and ensure it Is represented consistently throughout the entire
application package.
The narrative and application have been revised reflecting the correct sidewalk area proposed at 1,281 SF.
Please let me know if you have any other questions or comments.
Sincerely, ••gyp<<sFlffffif�
•.• H GAf1 b*&
Ess1v �y''•.
Ginger Y. Turner, PE = SEAL
s
36970
HESTRON PLAZA TWO op '% GINS �Op�l�Q�-
151-A NC HWY 24 0. 's••40�20 , � •,`
MOREHEAD CITY, NC 28557 ,,'�Rf`P•••
[phone]

Narrative and Calculations
House of Silk
Client:
Flowers
i
Chaanine Ventures, LLC
Kristie Chaanine., Managing Mem
413 Blair Pointe Road
Morehead City, NC 28557
Engineer:
The Cullipher Group P
ECEIVEt
FEB 12 20M
BY:
Corp Firm # C- 4482 1
151 A Highway 24
Morehead City, NC 28557
[phone]
•,{{{11t111f�i��+I
Q '
SEAL
4Gaingeu' ner, PE 36970 ; 36970 Za
kvtoe
Date

-!— -,
Express Narrative �V
House of Silk Flowers FEB 112
BY:
February 10, 2020
Co-Permitee
Co-Permitee
Engineer
Bill Chaanine
Chaanine Ventures, LLC
The Cullipher Group, PA
P.O. Box 598
P.O. Box 598
Ginger Y. Turner, PE
Morehead City, NC 28557
Morehead City, NC 28557
151-A Hwy 24
Morehead City, NC 28557
[phone]
The House of Silk Flowers is a 7.96-acre tract located approximately eight miles north from the intersection
of NC 101 and US 70 in Beaufort (Attachment 1A & 1B). The initial permit was issued when chlorides testing was
conducted to determine the salinity of waters % mile from the site. It was determined the project was not subject to
the SA rules, allowing 30% coverage. The permit was issued February 15, 2001 under SW8 000523 (Attachment 2) as
a Low -Density Stormwater Project with 79,279 square feet of proposed impervious. The application attached to the
permit provides the maximum proposed impervious allowable of 84,421 square feet and states that 65,340 square
feet (1.5 acres) already existed on the tract, totaling 149,761 square feet.
The permitted tract ultimately drains to the south west, under NC 101 and eventually to an unnamed
tributary of Eastman Creek (Stream Index 21-24-1), Class SA;HQW. Robb Mairs with DWR reviewed the project
location and determined the extent of saltwater influence is within an unnamed tributary of Eastman Creek which is
within one half mile of the project (Attachment 3), but not within 575'. Existing impervious areas were located by E.
Glenn Corbett, PLS of The Cullipher Group, PA. The area of existing buildings and paved surfaces is 128,530 square
feet with an additional 38,233 square feet of gravel surfaces. These gravel areas result in an overage of allowable
impervious for the tract to remain low density. Therefore, the existing gravel will be removed, and pervious gravel
constructed per G.S. 143-217.7 (b2) to be compliant with the Low -Density permit. Built upon area allocations are
shown in the table below under 2019 Adjusted BUA Drainage Area J.
The Permitee also proposes an expansion to the north of the existing facility and this drainage area, DA 2, is
proposed as low density. The expansion will include a 100' x 240' building with dual truck wells and pervious gravel
constructed per G.S. 143-217.7 (b2). There is a connecting sidewalk located within Drainage Area 1 which is included
within the allowable impervious for the low -density drainage area, DA 1. The connecting service and parking areas
also proposed within Drainage Area 1 to access the expansion will be pervious gravel to avoid exceeded the low -
density threshold.

EGEWEE
Page 2 FEB 12 2020
PM1879-001 House of Silk Flowers
BY:
The drainage areas have been broken up as shown below.
Basin Information
2001 Permitted
Low Density
Drainage Area 1
2019 Actual
Existing BUA
Drainage Area 1
2039
Adjusted BUA
Drainage Area 1
2019
Drainage Area 2
Receiving Stream Name
Eastman Creek
Eastman Creek
Eastman Creek
Eastman Creek
Stream Class
SA
SA
SA
SA
Stream Index Number
21-24-1
21-24-1
21-24-1
21-24-1
Total Drainage Area (sf)
346,744
346,744
346,744
281,797.17
On -site Drainage Area (sf)
346,744
346,744
346,744
281,797.17
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area (sf)
79,279
33,815
Existing BUA (sf)
65,340
166,763
149,761
% Impervious Area (total)
41.76%
48.09%
43.19%
12.00%
Impervious Surface Area
2001 Permitted
Low Density
Drainage Area 1
2019 Actual
Existing BUA
Drainage Area 1
2019
Adjusted BUA
Drainage Area 1
2019
Drainage Area 2
On -site Buildings (sf)
21,780
69,073(existing)
26,430
On -site Streets/Parking/Sidewalks (sf)
57,499
59,457(existing)
1,281
On -Site Gravel (sf)
38,233(existing)
On -Site Pervious Gravel (sf)
51,446
103,711
Future (sf)
4,950
7,385
Off -site (sf)
15,000 (OP#1)
Existing BUA (sf)
65,340
128,530
Total (sf):
144,619
166,763
149,761
33,815
Erosion and Sedimentation Control
The soils on the site range from the following:
Soil Name
Soil
Symbol
Hydrologic
Group (drained)
Soil Properties
Tomotley
Tm
B/D
Poorly drained
Erosion and Sedimentation Control Measures
The following measures are proposed for the site. if it becomes evident that additional erosion and
sedimentation control measures are needed, they shall be installed immediately. It is intended that all grading and
excavation activities within a certain area will be protected as soon as that activity is complete.
1. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on plans or as deemed
necessary by the engineer to ensure that off -site sedimentation is controlled.

PECEIVE
Page 3
PM1879-001 House of Silk Flowers FEB 12 2M
2. Seeding — All disturbed areas will be seeded within 7-14 days following const ;on in accordance w the
seeding schedule shown on the plans.
3. Stone Construction Entrance — Existing gravel and asphalt on site to take the place of a stone construction
entrance. One will only be provided if erosion becomes transporting sediment offsite becomes an issue.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to trap sediment
and prevent from the sediment moving off -site.
5. Temporary Diversion Ditches —Temporary diversion ditch to be installed on both the north and south sides of
wetland once tree removal is completed in the area of the proposed ditch. The ditches will temporarily
transport runoff from the site to the constructed pond. Ditches shall remain in place until storm drainage
system is constructed to the pond. Ditches to be cleaned out and filled once storm drain is in operation.
Erosion Control Specifications
1. Temporary Gravel Construction Entrance:
a. Clear the area of vegetation and grade for positive drainage.
b. Install geotextile fabric and place stone to the required dimensions.
c. Use 2" to 3" stones, free of fines.
2. Silt Fence
a. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is
certified by the manufacturer or supplier as conforming to the requirements in ASTM D 6461.
b. Posts for sediment fences should be 1.25 lb/linear foot minimum steel with a minimum length
of 5 feet and projections to facilitate fastening the fabric.
c. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge
and a maximum mesh spacing of 6 inches.
d.
Specifications for Sediment Fence Fabric:
Temporary Silt Fence Material Property Requirements*
Test Material
Units
Supported
Silt Fence
Un-Supported
Silt Fence
Type of Value
Grab Strength
ASTM D 4632
N(Ibs)
Machine Direction
400
550
MARV
(90)
(90)
X-Machine
Direction
400
450
MARV
(90)
(90)
Permittivity
ASTM D 4491
Sec-1
0.05
0.05
MARV
Opening Size
ASTM D 4751
mm
0.60
0.60
Max.ARV
(US Sieve #)
(30)
(30)
Ultraviolent
Stability
ASTM D 4355
% Retained
Strength
70% After
500h of
Exposure
70% After
500h of
Exposure
Typical
*From Erosion and Sedimentation Control Manual Table 6.62b

Page 4
PM1879-001 House of silk Flowers
Maintenance Plan
EFA CEWIE-
FEB 12 2020
BY:
1. All erosion and sediment control measures shall be checked for stability and effective operations following
every runoff producing rainfall event or at least once per week. Repairs required shall be completed
immediately to the dimension and functions indicated on the plans.
2. Sediment shall be removed from behind the sediment fencing when it becomes 0.5 feet deep at the fence.
The fence shall be replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 7 days of disturbance. Disturbed areas shall
be fertilized, reseeded and mulched as necessary to establish and maintain a dense vegetative cover.
STABILIZATION TIMEFRAMES
(Efbteivo Aug. 3, 2011I
SITE AREA DESCRIPTION
STA131UZATION
TIMEFRAME EXCEPTIONS
lir. Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less In length and are
steeper than 2:1, 14 days
not are allowed.
Slopes 3.1 or flatter
14 days
7 days for slopes greater than 50' In length.
All other areas with slopes flatter than 4A
14 days
None, except for perimeters and HOW Zones.
Construction.Sequence
1. Stone construction entrance not required unless existing gravel and pavement do not provide the required
performance.
2. Remove and/or relocate existing obstructions.
3. Clear and grub site.
4. Install silt fencing at specified locations.
5. Rough grade the site. construct temporary sediment traps and temporary diversion ditches.
6. Seed & mulch all areas of disturbance not to be paved within 7 days of land disturbance.
7. Begin building and truck well construction.
S. Fine grade drive and parking area. place pervious gravel per the plans.
9. Perform final grading. seed and mulch all remaining disturbed areas.
10. Once stabilized remove silt fencing, sediment traps and temporary ditching. regrade any eroded areas and
remove any accumulated sediment from temporary measures.

Page 5
PM1879-001 House of Silk Flowers
Design Assumptions
1. Design storm is ten years for erosion control measures.
2. The rational method was used for the design.
Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater regulations in
coastal counties on January 1, 1988 and most recent codified effective January 1, 2017. These regulations are detailed
in 15 NCAC 021-1.1019 Coastal Counties. These rules allow for a development to be considered under various options.
The existing permit was approved under the 1995 stormwater regulations found in title 15A NCAC 21-1.1000 and
.1005(3)(a). The expansion is submitted for approval consideration under 15A NCAC 02H.1003(2) Low Density
Development and G.S. 143-214.7(b2).
Cv,G dir
FEB 12 2020
��r:

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ih a information displayed by this we bsite is prepared for t he inventory of real property found within this jurisdiction and is compiled from recorded deeds, plats, and other pudic records and data. Users of this i nto rma Sion are hereby notified that the aforementioned pub it primary information
sources should be consulted forverl'r_ation of the information contained on this site. Carteret Couy nassumes nolegatresponsibility for the nrm foationcontainedon this site. Carteret County does not guarantee that the data and map services wil be avalableto users without interrupt ion
or error. Ftrtherni Carteret County may modify or remove map servces and access methods at will,

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Erosion Control Drainap-e Areas
Construction
Drainage Area #
Drainage Area (acre)
c
Intensity5,in_,oyr
(IN/HR)
010 (CFS)
1
0.9176
0.3
8.86
2.44
2
0.897
0.3
8.86
2.38
3
0.7837
0.3
8.86
2.08
4
0.9743
0.3
8.86
2.59
5
0.5353
0.3
8.86
1.42
TEMPORARY SEDIMENT TRAPS
SIZING CRITERIA = 3600 FT3/AC
Miniumum Surface Area = 435 sf x Q
TRAP
TRAP
SURFACE
VOLUME
Trap Number
AREA (AC)
Qio (CFS)
Min Surface Area
VOLUME
TRAP DEPTH
PROVIDED
SURFACE
AREA
PROV'D
(FT)
AT GROUND
AREA TOP
REQ'D (CF)
BOTTOM
(CF)
SURFACE
1
0.9176
2.44
1061
3303.36
3.5
25' x 50'
1250
836
3651
2
0.897
2.38
1037
3229.2
3.5
25' x 50'
1250
836
3651
3
0.7837
2.08
906
2821.32
3.5
25' x 50'
1250
836
3651
4
0.9743
2.59
1127
3507.48
3.5
25' x 50'
1250
836
3651
5
0.5353
1.42
619
1927.08
3.5
15' x 40'
1104
306
2468

TEMPORARY DIVERSIONS
Drainage Area #
Drainage Area (acre)
c
Intensity5miri_,oy,
(IN/HR)
01, (CFS)
1
1.655
0.3
8.86
4.40
2
0.6294
0.3
8.86
1.67
3
0.5353
1 0.3
8.86
1 1.42
Temporary
Mannings
I
Left Side
Right Side
Bottom
Top
Velocity
Diversions #
O(CFS)
Coefficient
Slope (tuft)
Depth (ft)
Slope (V : H)
Slope (V : H)
Width (ft)
Width (ft)
(ft/s)
(bare earth)
1
4.40
0.02
0.003
0.57
0.33
0.33
2
5.41
2.09
2
1.67
0.02
0.003
0.34
0.33
0.33
2
4.06
1.61
3
1.42
0.02
0.003
0.32
0.33
0.33
2
3.91
1.51
DRAINAGE SWALE
Drainage Area #
Drainage Area (acre)
c
Intensity5m,,,_10yr
(IN/HR)
01, (CFS)
1
1.5
0.3
8.86
3.99
1
1.5
0.9
8.86
11.96
2
1.37
0.3
8.86
3.64
2
1.37
0.9
8.86
10.92
Drainage
Swale #
O(CFS)
Mannings
Coefficient
Slope (ftltt)
Depth (ft)
Left Side
Slope (V : H)
Right Side
Slope (V : H)
Bottom
Width (ft)
Top
Width (ft)
Velocity
(ftls)
1
3.99
0.02
0.003
0.35
0.2
0.2
5
8.48
1.7
1
11.96
0.03
0.003
0.77
0.2
0.2
5
12.69
1.76
2
3.64
0.02
0.0032
0.42
0.25
0.25
3
6.33
1.87
2
10.92
0.03
0.0032
0.88
0.25
0.25
3
10.06
1.90
NON -EROSIVE
NON -EROSIVE
NON -EROSIVE
NON -EROSIVE

Temporary Diversion 1
The open channel flow calculator
h
r tea Fa, 7
Select Channel Type: trapezoid�"zt �e
f2
zy . 22
RTrapezoid
ectaaglQ
Tri angle Circle
T
Depth from Q •
Select unit system: Feet{ft)_ •
Channel slope: 0.003 Iftl�— Water depth(y): 0.57 ft- Bottom width(b) 12�
Flow veloeity�2.089 ftls
LeftSlope (Z1):13 to 1 (H:V)
RightSlopc (Z2): 3
Flow discharge`4.4
Input n value 0.02 1 For select n
ft^31s
Calculate!
Status: alculation finished
Reset
Wetted perimeter5.59 II"
Flow area'2.11 f r
Top width(T)5.41 I"
i
Specific encrgyp.64
Froude number;0.59
Flow status5ubcritical flow
Critical depths .43
Critical slope0.0086 Iftl��
Velocity head0.07
=
Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University.

Temporary Diversion 2,
The open channel flow calculator
f
Select Channel Type: Trapezoid Zy� L : ' 'y $ `
zl b z2 z1 z2
�-
Rectangle} Tiapezorif Triangle Grcle?
Qepth from Q
Select unit system: Feet(ft}
Channel slope: O.ODi� 3 - -ft//ft Water de th 0.34 _ ft Bottom width(b) 2�
Flow vclocity,1.607397_f#/s
LcRSiope (Z1): �3 to 1 (H:V)
RightSlope (Z2): 13
r
]to 1 (H:V)
Flow discharge`1.67
Input n value 0-02 or selec# n
"31s
�}
Calculate!
Status: alculation finished
Reset
Wetted perimeter;4-17
Flow area 1.04 ift"2
Top width(T)'4.06 I r�
Specific ene
Froude number0.56
Flow status Subcritical flow
Critical depth�'0.24 ft ^:
Critical slopes 04 ftlft
Vclocity head0.04
ft
Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University.

Temporary Diversion 3
The open channel flow calculator
I- ---i—
Select Channel Type:
' Reclaregla?�. T�apezaid
71
`Triangle Circle. ,.
Depth from Q
Scicct unit system; Feet ft •
Channel slope: 0.003 ifth
Water depth(y): 10.32 F—
Bottom width(b)
Flow velocity,1.508509 ffls •
LeftSlope (Z 1):13 to 1 (H:V)
RightSlope (Z2): t3 1
Ito 1 (H:V)
Flow discharge 1.42
'f—
Input n value 0.02 or select n.
�A3/r--------
LCalculate!
Status: Calculation finished
Reset
Wetted perimeter4.01 I"
Flow area0.94 PA 2
Top width(T)'13.91
Specific energy0.35 (�
Froude number0.54
Flow status5ubcritical flow
Critic� al depthb.23 l
Critical slope 0.0102 tftl f �
Velocity head 0.04
l" 1
Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University.

Swale 1 Earth
The open channel flow calculator
1 1 f r Q.
Select Channel Type: Trapezoid s! ; z1:- :zz y z1 . z2 - �e
b5
Rectangle Trapezoid Triangle Grcl
Depth from Q
Select unit system: Feet(ft) •�
Channel slope, I0.003 fth
P �
Water de th 0.35 f# Bottom width(b) ��
P (Y)� �� ft .
Flow velocityi1.701731 ftls
LcftSIope (Z1): U to 1 (H:V)
RightSlope (Z2):15
to 1 (H:V)
Flow dischargc13.99 _— J
eft"31s
Input n val0O.O2 H, or select n clean,uncoated castiron:O.O14 •
Calculate!
Status: alculation finished
Reset
Wetted perimeter;8.55 I'�
Flow area'2.34 ift 2 �
Top width(T).48
Specific energy,Q.39
Froude numbcrO.57
Flow status `Subcritical flow
Critical depthlO.25 `�
Critical slopcO.0097 ft/ft
Velocity head O.O4
Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University.

Swale 1 Grass Developed
The open channel flow calculator
Select Channel Type: Trapezoid �6a�vz1 L }fy igrD<
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LeftSlope (Z1):15 to 1 (H:V)
RightSlope (Z2): l5
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Flow discharge 11.96
Input n value0.03 or select n clean,uncoated
castiran:0.014 •
'ft"31
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Status:
alculation finished I
Reset
Wetted peri meter, 12.85
Flow area.6.81 _r .2
Top wid[h(T)�12
Specific energy0.82 ��
Froude number0.42
Flow status Subcdtical flow
Critical depth'0-48
Critical slope'0.0181 Ift1�
Velocity head0.05 I"
Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University.

Swale 2 Earth
The open channel flow calculator
f f
Select Channel Type: Ira ezoid ;�y z1 ' ` 0
,
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LeftSlope (Z 1):14 to 1 (H:V)
RightSlope (Z2):
to 1 (H:V)
Flow discharge 3.64
Input n value0.02 or select n clean,uncoated
castiron:0.014 •
"31s
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Status:
aiculation finished
Reset
Wetted perimeter6.43
1"
Flow area 1.94 ift"2 I
Top width j)'6.33 I"
Specific energy,0.47 Irft-- _IlFroude
number0.6
Flow status Subcdital flow }
Critical depth11.0.31 Jft W
Critical slopei0.0091 ftlft
Velocity head,0.05 --1
11ft
Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University.

Swale 2 Grass Developed
The open channel flow calculator
r-7-�1�T.
Select Channel Type: Trapezoid • �, �y ,z1 . - L y `' ,
`�z2 zi z2 9
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Water depth(y): 10.88 �—
SOttom width(b) 13
Flow velocity 1.897 ftls
IA �
LeftSlopc (Z I ): to 1 (M:V)
RightSlope (Z2): L4
to 1 (N-V)
Flow discharge 10.92
ft^31s
Input n value 0.03 or select n: clean,uncoated casliron:0.014 •
Calculate±
Status: Calculation finished
Reset
Wetted perimetcr1
I i"
J0.27
Flow area FZ2
Top width(T)�1p.06 I I"
Specific energy,0.94 —
Froude number,0.44
Flow status`Subcritical flow
Critical depth.L0.58
Critical slope;0.0177 Fft
Velocity head 0.06
�-
Copyright 2000 Dr. Xing Fang, Department of Civil Engineering, Lamar University.

ROY COOPER
Governor
MICHAEL S. REGAN
secrem y
BRIAN WRENN
AcdngDirectvr
February 7, 2020
NORTH CAROLINA
EnY&nnmmtal Quality
Via email only: hchaanin a, ousev silk owers.com
Nabil Chaanine, Co-Permittee
413 Blair Pointe Road
Morehead City, NC 28557
AND
Via email only: kchaanine(iafiouseo[silkflowers.com
Chaanine Ventures, LLC
Attn: Kristie Chaanine, Manager
P.O. Box 598
Morehead City, NC 28557
Subject: Request for Additional Information
Stormwater Project No. SW8 000523
House of Silk Flowers
Carteret County
Dear Mr. Chaanine and Ms. Chaanine:
The Wilmington Regional Office received and accepted a modified Express State Stormwater
Management Permit Application for the subject project on February 4, 2020. A preliminary in-depth
review of that information has determined that the application is not complete and that additional
information is needed. To continue the review, please provide the following additional information in a
single, hard copy submittal package:
� 15A NCAC 02H.I 003(2)(a): Since this is a Low Density Project, the proposed Outparcel # l will
also need to meet the low density threshold. The submitted plans indicate that the total area for
the proposed Outparcel #1 is 41,425 square feet. The submitted documentation indicates that the
BUA allocation for the proposed Outparcel # 1 is 15,000 square feet. This would be a density of
36.2%, which is above the maximum density of 30% that this area is subject to. Please reconsider
either the BUA allocation or total area of Outparcel # l to ensure the outparcel will remain at or
below the maximum 30% density threshold and update the application package appropriately.
2. 15A NCAC 02H.1042(2)(a)(iv):
As discussed during the submittal meeting, the total pervious gravel area for each
Drainage Area will need to be documented. The "On -Site Pervious Gravel" row in the
table in the narrative indicates that DA l includes 51,275 square feet of pervious gravel.
The pervious gravel areas called out on the plans in DA 1, however, only add up to 38,233
square feet. Please confirm the pervious gravel in each drainage area and update the
application package appropriately. If the 51,275 square feet includes ALL of the pervious
gravel in DA 1, the total pervious gravel area for DA2 can simply be added to the "On -
Iz/Site Pervious Gravel" row under the DA2 column in the BUA table in the narrative.
The "On -site Sidewalks" row in Section IV.10 of the application indicates that the total
sidewalk area for the entire project is 3,911 square feet. Sidewalk allocation, however, is
only proposed in DA1, with a total of 1,258 square feet. Please confirm the correct total
"On -site Sidewalks" area and ensure it is represented consistently throughout the entire
application package.
3. Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by February 14, 2020, or
the application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request prior to this due date to the email address provided
�D Q;l
.,� _ North Carolina Deparunent of Environmental Qua[Ety I DlWsbn of Energy. Wberul and Lend Reioaroes
J�}j VAIr gmn Regloral Offl[e I i27 Cardinal Drbm Extension I � nhuj r4 North Carotiro 28405
.�� e+r� M.7%.72E5

State Stormwater Permit No. SW8 000523
Page 2 of 2
below with a justification and a date of when the requested information will be submitted, which shall be
no later than 5 business days past the original due date. Please remember that extension requests delay the
issuance of the finalpermit. Also, please note that only two letters requesting additional information is
allowed in the State Stormwater Program. If the information is not satisfactorily provided after the
second request, the project will be returned. if the project is returned and you wish to re -submit to the
Express Program, you will need to reschedule the project through the Express Coordinator for the next
available review date and will need to resubmit all required items at that time, including the application
fee.
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 label all packages and cover letters as "Express" and 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].
ncdenr.gov.
Sincerely,
i��
Garrett Zorda
Environmental Engineer
DESlgdz: I11StormwaterlPermits & Projects120001000523 LD12020 02 addinfo 000523
cc: Ginger Y. Turner, PE, The Cullipher Group; via email: [e-mail]
Wilmington Regional Office Stormwater File

r
Zorda, Garrett D
From: Zorda, Garrett D
Sent: Friday, February 7, 2020 428 PM
To: [e-mail]; [e-mail]; Ginger Turner
Subject: House of Silk Flowers (SW8 000523) - Request for Additional Information
Attachments: 2020 02 addinfo 000523.pdf
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few items that need
to be addressed. Please let me know if you have any questions or concerns.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
garrett.zorda(cDncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares--,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
P:1252j 773-0090
F:[phone]
LETTER OF TRANSMITTAL
To:
NCDEQ-DEMLR-STORMWATER SECTION
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405
WE ARE SENDING YOU:
DATE 2/4/2020
JOB NO. PM1879-001
ATTENTION GARRETT ZORDA
RE: THE HOUSE OF SILK FLOWERS
EXPRESS STORMWATER SW8 000523
COPIES
DATE
NO.
DESCRIPTION
1/1
APPLICATION & DEED RESTRICTIONS
2
PLANS (SH1,SH2,SH3 AND SII
i
APPLICATION FEE $2000.00
i
NARRATIVE/CALCULATIONS/ATTACHMENTS
i
DEEDS
1
CORPORATION DOCUMENTATION
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑Resubmit copies for approval
❑ For your use ❑Submit copies for distribution 9IVE
❑ As requested ZFor review and comment
❑ FOR BIDS DUE FEB
❑ PRINTS RETURNED AFTER LOAN TO US
8Y•
REMARKS
PLEASE CALL WITH ANY QUESTIONS,
252-499-2166
COPY TO
SIGNED GINGERY. TURNER, PE

re eay,K teroiueeas carierat,County,*NC
s t.r ��` 011 .r. n July 31, 2017 03:36:02 PM
°ePU R ' De� IWW DEED 5 P
FEE: $26 0e
NC REVENUE STRMP: $480.00
FILE # 1583124
Prepared by: Debra Whaley, Attorney at Law 301 Commerce Avenue, Ste. 102, Morehead City, NC 28557
Return to: Debra Whaley, Attorney at Law
Parcel 9: 6399.02.85.0909000
Stamps: $480.00
t -
~
NORTH CAROLINA GENERAL WARRANTY DEED
This Deed made this the I day of July, 2017, by and between: r � 0 4 2020
BY•
Ernest Bryan, Jr. and wife, June Teich Bryan
Z5S G Alden (' M-K frl . Hra Acc-K &C Z e s 32,
(hereinafter referred to as Grantor), -
and
Kristie Chaanine
(hereinafter referred to as
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine, or neuter as
required by context.
WITNESSETH:
That Grantor, for valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situated in the Beaufort Township,
Carteret County, North Carolina, and more particularly described as:
(SEE ATTACHED "E)HIBIT A") C'4I
.BEING the same property previously conveyed in Deeds recorded in Book 353, Page 465.
This conveyance _ is or X is not the primary residence of the Grantors.
BOOK-683- PAGE I aV
Page 1 of 3

clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated: Any restrictions,
covenants, or casements of record.
1.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed in their
names, the day and year first above written.
Ernest Bryan, Jr.
STATE OF nor. �.Ardllv�u.
COUNTY OF Q.a+rA-trMS-�
I, _Ltsu w • -Sartre-5 _ , a Notaiy Public of the aforesaid County
and State do hereby certify that Ernest Bryan, Jr. and June Teich Bryan personally came before
me this day and acknowledged the due execution of the foregoing instrument for the purposes
therein expressed.
Witness my hand and seal this aj day of July, 2017.
My commission Expires: L4 - 30 -
(SEAL)
V4I J0M'''.
NOTARY
=� PUBLfC o_
,111111,
Notary Public
Print Name: L.� 3a W. J n•.es
Page 2 of 3
BOOK123 PAcE ►_ ail

North Carolina Grid North per map book 29, page 959:
Commencing at a point at the centerline intersection of North Carolina
Highway 101 and North Carolina secondary road 1162 also known as Steel Tank
Road.
THENCE North 24 degrees 07 minutes 17 seconds West for a distance of
1036.19 feet to a point in the east right of way of North Carolina Highway 101 a
common corner with Chaanine Ventures, LLC as shown in deed book 1263,page 453
the POINT OF BEGINNING for this tract;
THENCE North 32 degrees 13 minutes 51 seconds West for a distance of-17'4.34
feet running with the eastern right of way of North Carolina Highway 101 to
point in the east right of way of aforementioned highway a common point with a
50 foot access easement for.the County of Carteret as shown in deed book 579,
page 322;
THENCE North 33 degrees 00 minutes .40 seconds West for a distance of 51.12
feet continuing with the aforementioned right of way to a point in the east
right of way of another common point with a 50 foot access easement for the
County of Carteret as shown in deed book 579,page 322;
THENCE North 33 degrees 42 minutes 33 seconds West for a distance of 410.51
feet continuing with the aforementioned right of way to a point in the east
right of way a common corner with Weyerhaeuser Company J.T. Norris Tract as
shown on an unrecorded map entitled Map of property of International Paper
Company J.T. Norris property by W.B. Hill dated March 1949, also being Parcel
14 on deed from International Paper Company to Weyerhaeuser Company dated
January 4, 1984;
THENCE leaving the eastern.right of way of North Carolina Highway 101 and
running the following 9 calls with the Weyerhaeuser Company J.T. Norris Tract as
shown on an unrecorded map entitled Map of property of International Paper
Company J.T. Norris Property by W. B. Hill dated March 1949
1. North 23 degrees 48 minutes 10 seconds East for a distance of 22.71 feet
to a point;
. 2. North 23 degrees 48 minutes 10 seconds East for a distance of 77.88 feet
to a point;
3. North 23 degrees 03 minutes 10 seconds East for a distance of 471.24
feet to a point;
4. North 22 degrees 08 minutes 10 seconds East for a distance of 191.40
feet to a point;
5.'North 71 degrees 53 minutes 10 seconds East for a distance of.288.42
feet to a point;
6. North 11 degrees 03 minutes 10 seconds East for a distance of 322.74
feet to a point;
7. North 33.degrees 43 minutes 10 seconds East for a distance of 275.66
feet to a point;
8. North 33 degrees 33 minutes 10 seconds East for a distance of 264.00
feet to a point;
9. North 33 degrees 13 minutes 58 seconds East for a distance of 331.40
feet to a point in the common line with Linwood Parker as shown in deed book
1149, page 242 and also on a map recorded in map book 30, page 874;
THENCE South 16 degrees 39 minutes 34 seconds East for a distance of-
1285.68 feet running with the Parker Line as shown in deed book 1149, page-242
BoOK,PAGE_ a v

THENCE North 25 degrees 54 minutes 19 seconds west for a distance of 179.27
feet leaving the Chaanine Ventures, LLC line and running with the County of
Carteret line as shown in deed book 579, page 321 to a point;
THENCE South 45 degrees 02 minutes 20 seconds West for a distance of 271.66
feet continuing with the County of Carteret to a point;
THENCE South 25 degrees 54 minutes 19 seconds East for a distance of 179.45
feet continuing with the County of Carteret to a point in the common Chaanine
Ventures, LLC line;
THENCE South 45 degrees 00 minutes 08 seconds west for a distance of 696.27
feet running with the Chaanine Ventures, LLC line to a Point on the east right
of way of North Carolina Highway 101, the POINT OF BEGINNING.
Together with and subject to covenants, easements, and restrictions of
record.
Said property contains 35.10 acres more or less.
Said property is subject to a 50-foot access easement for the benefit of
the County of Carteret as described in deed book 579, page 322.
BOOK ISK3 PAGE

Highway 101 and North Carolina Secondary Road 1162 also know as Steel Tank Road;
THENCE South 82 degrees 11 minutes 47 seconds West for a distance of lB4.B1
feet to a point on the north right of way line of North Carolina Secondary Road
1162 also known as Steel Tank Road a common corner with Lot 1 of the Bryanwood
Subdivision as recorded in map book 11, page 71 the POINT OF BEGINNING;
THENCE South 72 degrees 51 minutes 15 seconds West for a distance of 587.46
feet running with the aforementioned north right of way line to a point where
the aforementioned north right of way line intersects the east right of way line
of North Carolina Secondary Road 1161 also know as Tuttles Grove Road;
THENCE North 51 degrees 03 minutes 58 seconds west for a distance of 378.39
feet running with the aforementioned right of wdy of Tuttles Grove Road to a
point on the east right of way common with The 1953 Company, LLC as recorded in
deed book 1052, page 259 and map book 29, page 959;
THENCE North 07 degrees 23 minutes 04 seconds East for a distance of 440.31
feet running with The 1953 Company, LLC line to a point;
THENCE North 08 degrees 48 minutes 04 seconds East for a distance of 395.09
feet running with The 1953 Company, LLC line to.a point;
THENCE North 10 degrees 02 minutes 28 seconds East for a distance of 200.61
feet running with The 1953 Company, LLC line to a point common with The 1953
Company, LLC and State of North Carolina Division of Forest Resources shown in
deed book 189, page 191 and map book 30, page 68;
THENCE North 09 degrees 32 minutes 28 seconds East for a distance of 251.46
feet running with the State of North Carolina Division of Forest'Resoixrces line
to a point;.
THENCE North 23 degrees 48 minutes 10 seconds East for distance of 109.75
feet continuing with the Forest Resources line to -a point on the west right of
way lane of North Carolina Highway 101;
THENCE South 33 degrees-48 minutes 47 seconds East for a distance of 391.94
feet running with the west right of way of'line of North Carolina Highway 101 to
a point on the west .tight of way;
THENCE South 32 degrees 21 minutes 45 seconds East for a distance of 184.23
feet continuing with -the west right of way line to a point on the west right of
way;
THENCE South 30 degrees 26 minutes 45 seconds East for a distance of 175.97
feet continuing with the west right of way line to a point on the west right of
way and common with Lot'? of the Bryanwood Subdivision as recorded in map book
11, page 71;
THENCE South 58 degrees 15 minutes 45 seconds West for a distance of 160.83
feet leaving said right of way and running with the common line of Lot 7 of the
Bryanwood Subdivision to a point;
THENCE South 25 degrees 49 minutes 54 seconds East for a distance of 800.00
feet running along the west line of the Bryanwood Subdivision with Lots 1
through 7 to a point on the north right of way of North Carolina Secondary Road
1162 also know as Steel Tank Road, the POINT OF BEGINNING.
Together with and subject to covenants, easements, and restrictions of
record.
Said property contains 17.20 acres more or less.
5�3
�00K PAGE 1�

Tax Lot No.
Verified by.
by
NO" CAROUNA, CARTERET COUNTY
Thls,�nstrumant and this certfficate tare duly filed at tho
date and time and In the.Book and Page shown on the
first pag6 hereof.
etanle Arthur. Register of Deeds
By
nlwuwx R90a w oft)*"
Excisd'Tax $0.00 I Recording Time, book and Page _-
Parcel Identifier No. 6399.02.85.2420000
County on the _ day of 20
Mail after recording to John R. Halada, P.O. Box 665, Morehead City, NC 28557
This instrument was prepared by John R. Halada
Brief Description for the index Highway 101
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made March 20
GRANTOR
Nabil T. Chaanine
and wife, Kristie H. Chaanine
413 Blair Pointe Road
Morehead City, NC 28557
and between
GRANTEE
Chaanine Ventures LLC
a North Carolina Limited Liability Company
413 Blair P ointe Road
Morehead City, NC 28557
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
the Beaufort Township, Carteret County, North Carolina and more particularly described as follows:
BEGINNING at an existing iron pipe set in the eastern right of way of the eastern right-of-way of NC
Highway 101 said point being further identified as being located, S 14-15-20 W, 1,306.71 feet from
where a PK nail is set in the centerline intersections of SR 1163, Laurel Road and the centerline of NC
Highway 101; running thence from said POINT AND PLACE OF BEGINNING and along the eastern
right of way of NC Highway 101, N 23-06-40 W, 228.42 feet to a point set in the centerline of a ditch;
running thence along the centerline of said ditch N 51-36-10 E, 1,604.93 feet to an existing iron pipe set
in the centerline of another ditch; running thence along the centerline of said ditch, S 8-07-30 E, 256.01

Said tract contains 7.9446 acres and being all that property as shown on survey for Nabil't'. and tuna
N. Chaanine dated August 24, 1993, prepared by Powell Surveying Company.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1010, Page 465.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
The above described property is conveyed and accepted subject to any and all encumbrances, easements,
restrictions,, and covenants as appear of record in the Carteret County Registry.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals, the day and year first above written.
(SEAL)
Nabil T. Chanine
(SEAL)
Kris4 H. Chaanine
STATE OF NORTH CAROLINA, COUNTY OF CARTERET
nP •` '+.+ 1, the undersigned, a Notary Public of the County and State aforesaid, certify that Nabil T. Chanine
A y and Kristie H. Chaanine, Grantors, personally appeared before me this day and acknowledged the
�y execution of the foregoing instrument. Witness my hand and official stamp or seal, this March 20,
Chi r.-M V ~ 2008.
iy� 1�,9,i'��• My commission expires: 11/6/2010 RANotary Public
er
The foregoing Certificate(s) of
islare certified to be
correct. This instrument and this certificate are duly registered at the date and time and in the Boole and Page shown on the first page
hereof.
By —
Deeds.
EGISTER OF DEEDS FOR
E30()K-V
COUNTY
Deputy/Assistant-Register of

LIMITED LIABILITY COMPANY ANNUAL REPORT
10/2017
NAME OF LIMITED LIABILITY COMPANY: Chaanine Ventures LLC
SECRETARY OF STATE ID NUMBER: 0994310 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: qni G
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Chaanine, Nabil T
2. SIGNATURE OF THE NEW REGISTERED AGENT:
iIsPV
tr ER 0 4 2020
E - Filed Annual Report
0994310
CA201911902770
4/29/2019 I Z07
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
413 Blair Pointe Road
PO Box 598
Morehead City, NC 28557-4734 Carteret County Morehead City, NC 28557-4734
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
413 Blair Pointe Rd.
Morehead City, NC 28557-4734
5. PRINCIPAL OFFICE MAILING ADDRESS
PO Box 598
Morehead City, NC 28557-4734
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: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Kristie Chaanine
TITLE: General Manager
ADDRESS
413 Blair Pointe Road
NAME: Nabil T Chaanine
TITLE: Member
ADDRESS:
413 Blair Pointe Rd.
NAME:
TITLE:
ADDRESS:
Morehead City, NC 28557 Morehead City, NC 28557
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Kristie Chaanine
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
4/29/2019
DATE
Kristie Chaanine General Manager
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State. Business Registration Division, Post Office Box 29525, Raleigh, NC 2762M525

For DEQ USe ONLY
Reviewer
North Carolina Department of Environmental Quality &bm,t.
Request for Express Permit Reviewilt
Time,
Conf rm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
acp kage of the project location. Please include this form in the application package. -
• Asheville Region -Alison Davidson 828-296-4698;[e-mail]
Provided Existing Permits
related to this Protect
• Fayetteville and Raleigh Regions -David Lee 919-791-4204; david.lee a()ncdenr.gov
• Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; paul.e.williams(@ncdenr.gov
T
SW
SW
• Washington Region -Lyn Hardison 252-948-3842 or [e-mail]
Wilmington Region Weaver 910-796-7265
SW
(,
• -Cameron or cameron.weaver(&-ncdenr.aov
NPDES
NOTE: Project application received after 12 noon will be stamped in the following work day.
NPDES
WQ
Project Name: HOUSE OF SILK FLOWERS County: GARTERET
WQ
Applicant: NABIL "BILL" CHAANINE Company: E&S
Address: 413 BLAIR POINTE RD City: MOREHEAD CITY, State: NC Zip: 28557-� E&S
Phone: [phone], Fax: _ _ , Email: bchaanine @houseofsilkflowers.com Other
Physicai Location:2660 NC HWY 101, BEAUFORT NC 28516
Project Drains into EASTMAN CREEK waters - Water classification SA (DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within''/2 mile and draining to class SA waters Y. or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: GINGERY. TURNER Company: THE CULLIPHER GROUP, PA
Address: 151-A NC 24 City: MOREHEAD CITY, State: INC Zip: 28557 E G
Phone: [phone], Fax: _ _ _, Email: ig [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE DEC 0 3 20%
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
BY:
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermMent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
® Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site (SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other — # Treatment Systems/ ® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8000523 (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Cuiverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE - PLEASE CHECKALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request
Wetlands on Site ❑ Yes ❑ No IN PROCESS Buffer Im acteg ❑ No ❑ YES' acres)
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
P
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
For DIE'() use on1v
Fee Split for multiple permits: (Check } Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
1
$
LOS
$
Stream Deter,_
$
NCDEQ EXPRESS June 2019

i
Express Narrative
House of Silk Flowers
December 3, 2019
Property Owner
Permitee
Engineer
Chaanine Ventures, LLC
Bill Chaanine
The Cullipher Group, PA
P.O. Box 598
P.O. Box 598
Ginger Y. Turner, PE
Morehead City, NC 28557
Morehead City, NC 28557
151-A Hwy 24
Morehead City, NC 28557
[phone]
The House of Silk Flowers is a 7.96-acre tract located approximately eight miles north from the intersection
of NC 101 and US 70 in Beaufort (Attachment 1A & 113). The initial permit was issued when chlorides testing was
conducted to determine the salinity of waters Y2 mile from the site. It was determined the project was not subject to
the SA rules, allowing 30% coverage. The permit was issued February 15, 2001 under SW8 000523 (Attachment 2) as
a Low Density Stormwater Project with 79,279 square feet of proposed impervious. The application attached to the
permit provides the maximum proposed impervious allowable of 84,421 square feet and states that 65,340 square
feet (1.5 acres) already existed on the tract, totaling 149,761 square feet.
The permitted tract ultimately drains to the south west, under NC 101 and eventually to an unnamed
tributary of Eastman Creek (Stream Index 21-24-1), Class SA;HQW. Robb Mairs with DWR reviewed the project
location and determined the extent of saltwater influence is within an unnamed tributary of Eastman Creek which is
within one half mile of the project (Attachment 3). Existing impervious areas were located by E. Glenn Corbett, PLS
of The Cullipher Group, PA. The area of existing buildings and paved surfaces is 128,530 square feet with an
additional 38,233 square feet of gravel surfaces. These gravel areas result in an overage of allowable impervious for
the tract to remain low density. Therefore, the existing gravel will be removed, and pervious gravel constructed per
G.S. 143-217.7 (b2) to be compliant with the Low -Density permit. Built upon area allocations are shown in the table
below under 2019 Adjusted BUA Drainage Area 1.
The Permitee also proposes an expansion to the north of the existing facility and this drainage area, DA 2, is
proposed as low density. The expansion will include a 100' x 240' building with dual truck wells and pervious gravel
constructed per G,S. 143-217.7 (b2). There is a connecting sidewalk located within Drainage Area 1 which is included
within the allowable impervious for the low -density drainage area, DA 1. The connecting service and parking areas
also proposed within Drainage Area 1 to access the expansion will be pervious gravel to avoid exceeded the low -
density threshold.

Page 2
PM1879-001 House of Silk Flowers
The drainage areas have been broken up as shown below.
Basin Information
2001 Permitted
Low Density
Drainage Area 1
2019 Actual
Existing BUA
Drainage Area 1
2019
Adjusted BUA
Drainage Area 1
2019
Drainage Area 2
Receiving Stream Name
Eastman Creek
Eastman Creek
Eastman Creek
Eastman Creek
Stream Class
SA
SA
SA
SA
Stream Index Number
21-24-1
21-24-1
21-24-1
21-24-1
Total Drainage Area (sf)
346,744
346,744
346,744
242,360
On -site Drainage Area (sf)
` 346,744
346,744
346,744
242,360
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area (sf)
79,279
29,083
Existing BUA (sf)
65,340
166,763
149,761
% Impervious Area (total)
41,76%
48.09%
43.19%
12,00%
Impervious Surface Area
2001 Permitted
Low Density
Drainage Area 1
2019 Actual
Existing BUA
Drainage Area 1
2019
Adjusted BUA
Drainage Area 1
2019
Drainage Area 2
On -site Buildings (sf)
21,780
69,073(existing)
26,430
On -site Streets/Parking/Sidewalks (sf)
57,499
59,457(existing)
1,258
On -Site Gravel (sf)
38,233(existing)
On -Site Pervious Gravel (sf)
51,275
Future (sf)
4,973
2,653
Off -site (sf)
15,000 (OP#1)
Existing BUA (sf)
65,340
128,530
Total (sf):
144,619
166,763
149,761
29,083
Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater regulations in
coastal counties on January 1, 1988 and most recent codified effective January 1, 2017. These regulations are detailed
in 15 NCAC 02H.1019 Coastal Counties. These rules allow for a development to be considered under various options.
The existing permit was approved under the 199S Stormwater regulations found in title 15A NCAC 2H.1000 and
.1005(3)(a). The expansion is submitted for approval consideration under 15A NCAC 02H.1003(2) Low Density
Development and G.S. 143-214.7(b2).

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Zorda, Garrett D
From: Ginger Turner <[e-mail]>
Sent: Monday, November 18, 2019 10:31 AM
To: Zorda, Garrett D; [e-mail]
Cc: Weaver, Cameron; Ron Cullipher
Subject: [External] RE: House of Silk Flowers (SW8 000523) - Express Request
Ga rrett,
You may disregard the portion marked through in red below. I included this within the narrative to note the Permitting
Map as being a reference used to determine the % mile. The site is within Y2 mile per Robb Mairs and DA2 is being
designed to the 2017 rules including all of the requirements listed in 15A NCAC 02H.1019(7)(c) for discharging SCMs.
The permitted tract ultimately drains to the south west, under NC 101 and eventually to an unnamed
tributary of Eastman Creek (Stream Index 21-24--1), Class SA•H W. water
wa er ,
TTM— We had Robb Mairs with DWR review the project
location and determined the extent of saltwater influence is within an unnamed tributary of Eastman Creek closer to
the project (Attachment 3). Existing impervious areas were located by E. Glenn Corbett, PLS of The Cullipher Group,
PA. The area of existing buildings and paved surfaces is 128,530 square feet with an additional 38,233 square feet of
gravel surfaces. These gravel areas result in an overage of allowable impervious for the tract to remain low density.
Therefore, the existing gravel will be removed, and pervious gravel constructed per G.S. 143-217.7 (b2) to be
compliant with the Low -Density permit. Built upon area allocations are shown in the table below under 2019
Adjusted BOA Drainage Area 1.
Option 1 as co-permitees is how we would proposed to submit. Thanks for the heads up with applicants!
Ginger Y. Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
[e-mail]
From: Zorda, Garrett D <[e-mail]>
Sent: Monday, November 18, 2019 10:17 AM

To: Ginger Turner <[e-mail]>; [e-mail]
Cc: Weaver, Cameron <[e-mail]>
Subject: House of Silk Flowers (SW8 000523) - Express Request
Good Morning Ginger,
I am looking through the Express request for the subject project to try and get a date scheduled and have a couple of
items that need additional clarification.
First, I am trying to understand the extent of the project subject to the SA requirements. It is clear that the existing Low
Density, while currently within % mile of SA waters, is not subject to SA requirements due to it previously being
approved as outside of SA water requirements. The extent of the proposed additional area, Drainage Area 2, subject to
SA requirements, however, is not as clear. The narrative indicates that this proposed area is outside of SA requirements,
but also indicates that the wet pond is designed for the 1-year 24-hour storm as well as provides justification for not
utilizing an infiltrating system, which are SA design requirements. Furthermore, the map showing the extent of saltwater
influence (Attachment 3) that Robb Mairs reviewed, indicates that the proposed additional area, Drainage Area 2, is
within % mile and draining to SA waters (if the point indicated on the map is the point Robb Mairs determined is the
extent of saltwater influence). Can you please clarify the applicability of the SA water requirements to the proposed
Drainage Area 2? If it is determined that the proposed Drainage Area 2 is subject to the SA requirements, please also
confirm that all of the requirements listed in 15A NCAC 02H.1019(7)(c) for discharging SCMs will be met.
Additionally, I noticed that the proposed applicant, Nabil Chaanine, owns the property being added, however, does not
own the currently permitted property, which is owned by Chaanine Ventures, LLC. Depending on what the owner plans
to do with this addition, there are a couple of options to proceed with permitting this major modification. These options
are:
1) Mr. Chaanine (individual) and Chaanine Ventures, LLC. both sign the application as co -applicants and will
therefore become co-permittees. This will eliminate the need for a transfer application to be submitted at the
time of the major modification submittal. If in the future Mr. Chaanine (individual) transfers ownership of the
added property/project to Chaanine Ventures, LLC., however, a transfer application will then need to be
submitted to have him removed from the permit as a co-permittee.
2) A transfer application is submitted at the same time as the major modification to be logged in after the approval
of the modification. The parcel owned by Mr. Chaanine (individual) can either be transferred to Chaanine
Ventures, LLC. for the LLC to have sole responsibility and ownership or Mr. Chaanine (individual) can retain
ownership of that parcel, but must sign as the "property" owner for that parcel.
As soon as the above items are clarified, we should be able to get a date scheduled for this project.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
garrett.zordaCcD ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
K�D--
�i''Nothing Compares--,,,

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Zorda, Garrett D
From: Zorda, Garrett D
Sent: Monday, November 18, 2019 10:17 AM
To: Ginger Turner; [e-mail]
Cc: Weaver, Cameron
Subject: House of Silk Flowers (SW8 000523) - Express Request
Good Morning Ginger,
I am looking through the Express request for the subject project to try and get a date scheduled and have a couple of
items that need additional clarification.
First, I am trying to understand the extent of the project subject to the SA requirements. It is clear that the existing Low
Density, while currently within %2 mile of SA waters, is not subject to SA requirements due to it previously being
approved as outside of SA water requirements. The extent of the proposed additional area, Drainage Area 2, subject to
SA requirements, however, is not as clear. The narrative indicates that this proposed area is outside of SA requirements,
but also indicates that the wet pond is designed for the 1-year 24-hour storm as well as provides justification for not
utilizing an infiltrating system, which are SA design requirements. Furthermore, the map showing the extent of saltwater
influence (Attachment 3) that Robb Mairs reviewed, indicates that the proposed additional area, Drainage Area 2, is
within %2 mile and draining to SA waters (if the point indicated on the map is the point Robb Mairs determined is the
extent of saltwater influence). Can you please clarify the applicability of the SA water requirements to the proposed
Drainage Area 2? If it is determined that the proposed Drainage Area 2 is subject to the SA requirements, please also
confirm that all of the requirements listed in 15A NCAC 02H1019(7)(c) for discharging SCMs will be met.
Additionally, I noticed that the proposed applicant, Nabil Chaanine, owns the property being added, however, does not
own the currently permitted property, which is owned by Chaanine Ventures, LLC. Depending on what the owner plans
to do with this addition, there are a couple of options to proceed with permitting this major modification. These options
are:
1) Mr. Chaanine (individual) and Chaanine Ventures, LLC. both sign the application as co -applicants and will
therefore become co-permittees. This will eliminate the need for a transfer application to be submitted at the
time of the major modification submittal. If in the future Mr. Chaanine (individual) transfers ownership of the
added property/project to Chaanine Ventures, LLC., however, a transfer application will then need to be
submitted to have him removed from the permit as a co-permittee.
2) A transfer application is submitted at the same time as the major modification to be logged in after the approval
of the modification. The parcel owned by Mr. Chaanine (individual) can either be transferred to Chaanine
Ventures, LLC. for the LLC to have sole responsibility and ownership or Mr. Chaanine (individual) can retain
ownership of that parcel, but must sign as the "property" owner for that parcel.
As soon as the above items are clarified, we should be able to get a date scheduled for this project.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
arrett.zorda ncdenr. ov
127 Cardinal Drive Ext.

Weaver, Cameron
From: Ginger Turner <[e-mail]>
Sent: Wednesday, November 13, 2019 9:42 AM
To: Weaver, Cameron
Cc: Ron Cullipher; 'Kristie Chaanine HOS'
Subject: RE: JExternal] SW8 000523 House of Silk Flowers
CAUTION.,
Externs email. Do not cli k links or open a taChments unless you verify. end al! suspicious a ail as a attachment to
F
Cameron,
Following up on the submittal date
Ginger
From: Ginger Turner
Sent: Tuesday, November 5, 2019 9:52 AM
To: Weaver, Cameron <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; 'Kristie Chaanine HOS' <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Cameron,
Following up on the scheduling of the Express Meeting for this project.
Thanks,
Ginger
From: Ginger Turner
Sent: Friday, October 25, 2019 10:45 AM
To: Weaver, Cameron <[e-mail]>
Cc: Hall, Christine <Christine.Hall @ncdenr.gov>; Scott, Georgette <[e-mail]>; Ron Cullipher
<[e-mail]>; Vistie Chaanine HOS' <kchaanine houseofsilkflowers.com>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Thanks for the information. I am aware of the 2020 scheduling and that transfers are not done in Express. I was advised
to submit the transfer application, which would be given to the regular program, at the scheduled Express meeting.
From: Weaver, Cameron <[e-mail]>
Sent: Friday, October 25, 2019 10:41 AM
To: Ginger Turner <[e-mail]>
Cc: Hail, Christine <Christine.Hall @ncdenr.gov>; Scott, Georgette <georgette. Scott@ ncde n r.gov>
Subject: RE: [External] SW8 000523 House of Silk Flowers .
Hi Ginger.

Depending on complexity, the project may be able to come into Express with both high and low density portions BUT we
cannot do transfers in Express; so you would have to do that either before or after submitting the project to Express,
AND we are scheduling Express in the New Year at this point.
Cameron
Cameron Weaver
Environmental Assistance Coordinator
NCDEQ-Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington NC 28405
910-796-7265
[e-mail]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ginger Turner <ginger@tcgpa_.com>
Sent: Friday, October 25, 2019 10:12 AM
To: Weaver, Cameron <[e-mail]>
Cc: Ron Cullipher <[e-mail]>;'Kristie Chaanine H05'<[e-mail]>
Subject: [External] 5W8 000523 House of Silk Flowers
Cameron,
Please see the attached request for Express Review, Stormwater only. The project is currently set up as having both low
(original permit) and high density (new expansion) drainage areas. I would like to know as soon as possible if a project
of this type will be accepted into the Express program. If not, I will submit Drainage Area 2 as a separate request. There
will also be a transfer application included with the submittal because the sole proprietor transferred the company to a
LLC. Let me know if you have any questions. Have a great weekend.
Thanks,
Ginger Y. Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
(2S2) 773-0090 (main)
[phone] (direct)
[e-mail]

For DEQ Use ONLY
Reviewer: r�
North Carolina Department of Environmental Quality
suur,n: �' 1
Request for Express Permit Review bt
Time:10 00 uAL
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckaQe of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a-ncdenr.gov
• Fayetteville and Raleigh Regions -David Lee 919-791-4204; david.Iee aa)ncdenr_gov
• Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; paul.e.williams(o).ncdenrgov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardison(r.ncdenrgov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron.weaver @ncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day
Project Name: HOUSE OF SILK FLOWERS County: CARTERET
Applicant: NABIL "BILL" CHAANINE Company:
Address: 413 BLAIR POINTE RD City: MOREHEAD CITY, State: NC Zip: 28557-�
Phone: [phone], Fax: _ _, Email; bchaanine @houseofsilkflowers.com
Physical Location:2660 NC HWY 101 BEAUFORT NC 28516
Provided Existing Permits
related to this Project
SW _
SW _
SW _
NPDES
NPDES
WQ _
Wo _
E&S _
E&S _
Other
Project Drains into EASTMAN CREEK waters - Water classification SA'(DWR Surface Water Classifications Map}
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within Yz mile and draining to class SA waters Y. or within 1 mile
and draining to class HOW waters? Y_
Engineer/Consultant: GINGERY. TURNER Company: THE CULLIPHER GROUP, PA -
Address: 151-A NC 24 City: MOREHEAD CITY, State: NC Zip: 28557-_ ECE1�/E
Phone: [phone], Fax: _ qb�[e-mail] ig [e-mail] E
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS OCT 2 5 2019
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: , # of stream calls - Please attach TOPO map marking the areas in questions
❑ In term ittenl/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & St Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
® Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration — #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density -SW Wetlands w # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8000523 (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping_and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes [] No
US ALOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
For DF0 use only
Fee Split for multiple permits: (Check # — — — — — J Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
1
$
SW (❑ HD, ❑ LD, ❑ Gen)
1
$
401:
$
LQS
$
Stream Deter,_
1
$
NCDEQ EXPRESS June 2019

Express Narrative
House of Silk Flowers
October 24, 2019
Property Owner
Permitee
Engineer
Chaanine Ventures, LLC
Bill Chaanine
The Culiipher Group, PA
P.O. Box 598
P.O. Box 598 -
Ginger Y. Turner, PE
Morehead City, NC 28557
Morehead City, NC 28557
151-A Hwy 24 .
Morehead City, NC 28557
[phone]
The House of Silk Flowers is a 7.96-acre tract located approximately eight miles north from the intersection
of NC 101 and US 70 in Beaufort (Attachment 1A & 18). The initial permit was issued when chlorides testing was
condu� cted to determine the salinity of waters %mile from the site. It was determined the project was not subject to
t e� SA rul The permit was issued February 15, 2001 under SW$ 000523 (Attachment 2) as a Low Density
Stormwater Project with 79,279 square feet of proposed impervious. The application attached to the permit
provides the maximur; 1proposed impervious allowable of 86,572 square feet and states that 65,340 square feet (1.5
acres) already existed on the tract, totaling 151,912 square feet.
The permitted tract ultimately drains to the south west, under NC 101 and eventually to an unnamed
tributary of Eastman Creek (Stream Index 21-24-1), Class SA;HQW. Referencing the Post -Construction Stormwater
Permitting Map a portion of the permitted low -density drainage area is shown within h mile of SA water body,
however additional acreage north is outside SA requirements. We had Robb Mairs with DWR review the roject
location and determined the extent of saltwater influence is within an unnamed tributary of Eastman Creek closer to
the project (Attachment 3). Existing impervious areas were located by E. Glenn Corbett, PLS of The Cullipher Group,
PA_ The area of existing buildings and paved surfaces is 128,530 square feet with an additional 38,233 square feet of
gravel surfaces. These gravel areas result in an overage of allowable impervious for the tract to remain low density.
Therefore, the existing gravel will be removed, and pervious gravel constructed per G.S. 143-217.7 (b2) to be
compliant with the Low -Density permit. Built upon area allocations are shown in the table below under 2019
Adjusted BUA Drainage Area 1.
The Permitee also proposes an on to the north of the existing facility and this drainage area, DA 2, is
proposed as high densitYand is treated by a stormwater pond with storage designed for the 1- ear 24-hr storm. The
soils in this area are mostly Tm (Tomotley) which are poorly drained, have high runoff and less than 12-inches
separation from the water table. These soil characteristics are not conducive for infiltrating SCMs.
A 100' x 240' building with dual truck wells and paved yards is proposed within the expansion. There is a
portion of the proposed building and a connecting sidewalk located within Drainage Area 1 which have been included
in the allowable impervious for the low -density drainage area, DA 1. The connecting service and parking areas also

Page 2
PM1879-001 House of Silk Flowers
proposed within Drainage Area 1 to access the expansion will be pervious gravel to avoid exceeded the low -density
threshold.
The drainage areas have been broken up as shown below.
'Basin Information "<' M
2001 Permitted
�o'w DensityF <
Drainage Areal
2019 Actual
` ' JExisting BUA;;, 4„
µ Drainage Area;
„-
2019
k Mjusted'BUA
• Drainage Area -1
'
2019
Drainage Arear2
Receiving Stream Name
Eastman Creek
Eastman Creek
Eastman Creek
Eastman Creek
Stream Class
SA
SA
SA
SA
(outside
1/2mile)
Stream Index Number
21-24-1
21-24-1
21-24-1
21-24-1
Total drainage Area (sf)
346,284
346,284
346,284
220,000
On -site Drainage Area (sf)
346,284
346,284
346,284
220,000
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area (sf)
79,279
7,293
173,800
Existing BUA (sf)
65,340
166,763
144,619
% Impervious Area (total)
41.76%
48.16%
43.87%
79.00%
Impervious Surface Area
2001;Permitted
Low Density
Drainage Area 1
2019 Actual,
Existing BUA
Drainage Area 1
2019
Adjusted BUA
Drainage Area 1
2019
,nDrainage Area 2
On -site Buildings (sf)
21,780
69,073(existing)
3,085
24,000
On -site Streets/Parking/Sidewalks (sf)
57,499
59,457(existing)
641
106,D00
On -Site Gravel (sf)
38,233(existing)
On -Site Pervious Gravel (sf)
51,275
Future (sf)
4,656
Off -site (sf)
15,000 (OP#1)
43,800
Existing BUA (sf)
65,340
1
129,530
Total (sf):
144,619
166,763
151,912
173,800
E& sF
Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater regulations in
coastal counties on January 1, 1988 and most recent codified effective January 1, 2017. These regulations are detailed
in 15 NCAC 02H.1019 Coastal Counties. These rules allow for a development to be considered under various options.
The existing permit was approved under the 1995 stormwater regulations found in title 15A NCAC 2H.1000 and
.1005(3)(a). The expansion is submitted for approval consideration under 15A NCAC 02H.1003(3) High Density
Development, G.S. 143-214.7(b2), 15A NCAC 02H.1050 MDC for all Stormwater Control Measures and .1053 MDC for
Wet Ponds.

Carteret County, N.C. Attachment1A
• 8 to Havelock
.
P. g
(n
MA
LANDiiiROAD YJ
Hwy 101 House of Silk Flowers
Comm�3lnllt110
G f�
FSn
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4
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ROPS)
71 r ti • R rt7r "�^ -� "�
OUR Rai
f 3 to Beaufort H
w' 63�11:
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low W,
October 25, 2019
The informMondii 0 tiswebslte is prepared forthe inventory of real propertytound wtninthis jurisdiction antis corrpilodfrom recorded deeds, pats, and other pudic records anddatausers ofthis irtormabon are notfod that Iha aloremenhoned pubic primary information
sources shouldbe consulted forverfication at the informabm contained on this site. Carteret County assumesnolagal responsibility for the nformationcontainad onthis site. CatarelCourry toes not guarantee Ihatthe data and rrap services will be available to users without interrui
or error Furthermore. CartoretCounty rirey mod,ty a remove map sauces and access rnethods alwill.

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LMBTM AND PROPOSLO WERY[IUS
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Att hmen# 2
t h Carolina aC
'Department of Environment and Natural esources -
Division of NA"ater Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. boss, Jr., Set retary
February 15, 2001
Mr. Bill Chaanine, Owner
PO Box 598
Morehead City, NC 28559
NCDEN'R
NORTH CAROLINA DEPAfiTMENT Of
ENVIRONMEA'T Amo NATURAL RESOURCES
Subject: 'Permit No. SW8 000523
House of Silk Flowers
Low Density Stormwater Project
Carteret County
Dear Mr. Chaanine:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for House of
Silk Flowers on January 22, 2001. 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. SW8 000523 dated. February 15, 2001, for the construction of House of Silk Flowers.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not'supercede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, con' orming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and biinding.
If you have any questions, or need additional information concerning this matter, please contact either Linda Lewis
or me at [phone].
Sincerely,
Rick Sliver
Water Quality Regional Supervisor
RSSl:arl S:IWQSISTORMWATIPERMIT1000523.FEB
cc: William Raybon, P.E.
Katrina Marshall, Carteret County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
ll7 Cardinal Dr. Ext., "'ilmineton, INortlr Carolina 28405 Telephone [phone] FAX [phone](14
An Equal Opportunity Affirmative Action Employer 50"/, recycled/10"/. paper

State Stormwater Management Systems
Permit No. SW8 000523
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 Lavers, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Bill Chaanine, Owner
House. of Silk Flowers
Carteret County
FOR THE
construction, operation and maintenance of 30% low densi ' development in compliance with the provisions of
15A NCAC 2N .1000 (hereafter referred to as the "storinwater rules ") and the approved storrnwater 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 for House of Silk Flowers.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific
conditions and limiiations:
I. DESIGN. STANDARDS
1. This permit covers the constructio o 7 27 uare fee of built -upon area.
2. The overall tract built -upon area percentage for the project must b maintained at 30% as required by
Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
4. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum
side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division.
5. No piping is -allowed except:
a. That minimum amount, necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access.
6. Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines
established in the North Carolina. Erosion and Sediment Control Planning and Design Man'Lial.
7_ Roof drains must terminate at least 30' from the Mean High Water line.
I

State Stormwater Management Systems
Permit No. SW$ 000523
ii. SCHEDULE OF COMPLIANCE
1. ProEccts covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
2. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
3. The Director may notify the perniittee 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 perinittee 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.
4. Prior to the sale -of this project, in whole or in part, the following deed restrictions must be recorded with
the Office of the Register of Deeds and submitted to DWQ:
a. "Construction of additional built -upon area in excess of 79,279 square feet will require a permit
modification."
b. "Construction of additional impervious areas such that low density requirements are no longer met
must be submitted to DWQ and a permit modification must be issued prior to construction. An
appropriate engineered system will be required to collect and treat the runoff from all built -upon area
associated with the project, including that area permitted under the loud density option."
C. "Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with this
development, except for average driveway crossings, is strictly prohibited by any persons."
d. "A minimum of 30' of vegetated buffer area'shall be provided between surface waters and all.
impervious surfaces."
S. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the permitted
development, except for average driveway crossings, is strictly prohibited by any persons.
6. Projects within CAMA's Area of Environmental Concern (AEC) are subjectto a reduction of the permitted
amount of built -upon area due to CAMA jurisdiction within the AEC.
7. A copy of the recorded 'restrictions must be received by this Office within 30 days of the date of sale.
8. The following items will require a modification to the pem-.it. Revised plans, specifications and calculations
must be permitted prior to the permittee beginning construction on the modification:
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.
C. Further subdivision, acquisition, or We 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, altering or piping any vegetative conveyance shown on the approved plan.
9. The.Director may determine that other revisions to the project should require a modification to the permit_
i
10. Swales and other vegetated conveyances shall be constructed in.theii• entirety, vegetated, and be operational
for their intended useprior to the construction of any built -upon surface.
11 During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other
vegetated conveyances will be repaired immediately.

State Stormx pater Management Systems
Pe lit No. SW8 000523
12. The permittee shall at all times provide the operation and maintenance necessary to operate the permitted
stnrmwater management systems at optimum efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and revegetatin g of the sideslopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
13. Within 30 days of completion of the project, the permittee shall certify in writing that the project has been
constructed in accordance with the approved plans.
14. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in, the written information request.
I11. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit.may subject the Pemmittee-to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes
143-215.6A to 143-215.6C.
The pennit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or tenninated 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; andNorth Carolina
General Statute 143-215.1 et. al.
The permit is not transferable to any person 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 forma] pen -nit 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 permittee: grants permission to DENR Staff to enter the property for the purpose of inspecting all
components of the stormwater management facility.
The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
The issuance of this permit does'not preclude the Permittee from complying vrith any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state and federal)
which have jurisdiction.
Permit issued this the 15th day of February, 2001
NORTH CAROLINA ENVIRONMENTAL. MANAGEMENT COMMISSION
Kerr T. Stevens, Director
+ t" Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000523

Y ...:Sa.�e;}' �2'. rr�t ♦ YOCf:.'1:1�L'.4Q 'lyP'
Date Received
Fee Paid
Permit Number
a� - ace
�v.- •= ��.� �
� � s2
State of North Carolina
Department of Environment and Natural Resources.
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This farm may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Nabil T. & Hana N. Chaanine
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
,Bill Chaanine l[ uwec
3. Mailing Address for person listed in item 2 above:
P0.Box 598
City: Morehead City State: NC Zip:_ 28559
Telephone Number: ( 252 L 5 0 4- 2 3 7 7 -
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, Setters, operation and maintenanceagreements, etc.):
House of Silk Flowers
5. Location of Project (street address):
NC Hi hwa 101
City: Beaufort County: Carteret
6. Directions to project (from nearest major intersection):
Int._US Hwy 70 & NC HH2 101. Head northeast on NC Hwy 101.
____Property_is eight miles on right.
7. Latitude: 3 4 ° 4 9 . 6 ' Longitude: '7 6 ° 41 .2 ' of project
8. Contact person who can answer questions about the project:
Name:, Jim Springston Telephone Number: ( 252 ) 504--2377_
a. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal
Foram SVIU-101 Version 3.99 Page 1 of 4
Modification

f
F
I
01/22/2661 20:57 2526335787
G S DAMS
PWa , 0
2. If this application Is being submitted as the result of a renewal or modification to an existing permit. list the
existing permit number and Its Issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop X _General Permit Other
4. 'Addl.tional Project Rcquiretnents (check applicable blanks):
_-CAMA Major XStdlmentatlon/Eroslon Control ,____404/401 Permit _,,,NPDFS 5tormwater
Information on required state permits can be obtained by contacting the Customer Setv[ce.Center at
1-877-423-6748.
Ili. PROJECT INFORMATION
I. In tho space provided below, summarize how starmwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwoter. management for the project. -
_g"o MHAter ill sheet flow into existinct regraded swaies.
Z. Stormwater runoff from this project drains to the NeUse River basin.
3. Total Project Area: 6.6 acres 4. Prof eft Built Upon Area: 27 .6 % ga
5. How many drainage areas do�s the project have? _ , 1
B. Complete the following tnfarrnation for eaeb drainage area. if there are more than two drainage areas In the
project, attach an additionalsheet with the Information for each area provided In the same format as below.
:.iUralg0 ARa3
Receiving Stream Nameµ
A. am s. Cr,0ek Cgn
Receiving Stream Class '
SA
Drainage Area
r
ExWng Impervious* Area
1 . S acres
Proposed Im ervlotts'Area
4"-3` acres
% bnpeMoue Area. (total)
27.6
On -site Buildings
5 o
On -site Streets
On -site Parking
1 .3Zacres
On -site Sidewalks
Orher on -site
off -site
Total: 1 , g
Total:
" Impervious arra is defined as the built upon ena including, but not lira tod fo, buildings. roads, parking areas,
sidtWdk.gravef eases, etc.
i;orm SWU•101 Version 3.99
Page 2 of 4

'How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following Italicized deed restrictions and protective covenants are required to be recorded ror all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,_ a table
listing each lot.number„size and the allowable built -upon area for each lot must be provided as.an attachment.
1. The followln covenants are intended to ensure ongoing. compliance with state stormwater management permit. number
_ S(_� XX)SZ3 as issued by the Division of Water Quality. These covenants may not be
changed,or deleted without the consent of the State.
2. No more than rN,11Jsquare feet of any lot shall be covered by structures or Impervious materials.
Impervious materials Include asphalt, gravel. concrete, brick, stone, slate or similar material but do not include wood
decking or the wa ter .5 u face of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state storm water management permit modification prior to
construction.
5. All permitted runofffrom ourparciels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the Integrity
and performance of the system as permitted.
By your signature below; you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under there, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLELI+IENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must,be submitted for each
40
BW specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these.forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off. -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative -Best Management Practice Supplement
Form SWU-101 Version 3.99
Page 3 of 4

Vl. SUBMITTAL REQD1RiEMErZrS
Only complete application packages will be accepted and reviewed by the Division of Water Qualify (DWQ).
A complete package includes all of the items,listed below. The complete application package should be
submitted to the appropriate -DWQ Regiorial Office.
1. Please Indicate that you have provided the following required information by initialing In the space provided
next to each item.
Initials.
• Original and one copy of the Stormwater Management. Permit Application Form
• One copy of the applicable SupplementForm(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of.stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/projec" boundary
- Location map with named streets or NCSR numbers
- Original contours. proposed contours, spot elevations, finished floor elevations
- ijetails of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes; runoff calculations
- Drainage areas: delineated
- Vegetated buffers (where required)
VU. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (Individual or firm): PY 1L41Ae C, RAYg V RAy80(/_( nrc3 Pro
Mailing Address: PO Sox /5009
City: ,®gAL,` State: NC Zip: 28561
Phone: f 252 Fax: l 25.Z ,_) 637 Z/65
VIM APPLICANT'S CERTIFICATION
1, (print or type name of person Ulsted In General Irdormation, Item 2) - Bill Ch a a n i ne
certify that the information included 1s permit application form is, to the best of my knowledge, correct and
that the project will be constructed ' onformance.with the approved plans, that the required deed restrictions
and protective covenants will be rded, and that the proposed project complies with the requirements of 15A
NCAC 21-1,1000,
Signature: Date:
Form SIW-101 Version 3.99 Page 4 of

Permit No.
(to be p ovided by DWQ)
State of North Carolina
Department of Environment and,Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This -farm maybe photocopiedfor use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater.
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(l8). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJFCT INFORMATION
Project Name : House of Silk Flowers
Contact Person: Jim Sprinston Phone Number: ( 252) 504-2377
Number of Lots: 1 Allowable Built Upon Area Per Lot*:
*If lot sizes ate not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all. subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• .SA Site Area - the total project area above Mean High Water. Wetlands. may be excluded when the
development results in high density pockets_
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses; tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DF) - RA - OA = BUA,
No. Lots Lot
See Attached
III. REQUMD ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
IPA is Initials
a. A 30 foot vegetative buffer isprovidedadjacent to surface waters. Projects in the Neuse
River'basin may require additional buffers.
/A- b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
'l c. Built upon area calculations are provided for the overall project and all lots.
�%-- d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b))
Form SWU-1o4 Rev 3.99 Page-2 of 2

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From: Mairs, Robb L
Sent: Thursday, October 24, 2019 4:26 PM
To: Ginger Turner
Cc: Ron Cullipher; Johnson, Kelly
Subject: RE: [External] SW8 000523 House of Silk Flowers
Attachments: Eastman Creek House of Silk Flowers SA call Oct. 2019.GIF
Hey Ginger,
Thanks for the email and the project location. Our Division is often asked to locate the extent of SA -waters to assist our
environmental engineers with state stormwater project applications they receive. In this case, I determined the
approximate extent of saltwater influence on the vegetation within this un-named tributary (UT) to Eastman Creek (SA;
HQW), through our Non -Discharge GIS aerial photography (see attached). I also drew in an approximate 0.5 mile radius
from the project site using Google Earth (see below). Even though this is a UT, all waters have a classification, and in this
case it is SA -Waters to the point of tidal influence (15A NCAC 02B .0301(i)(B). I would also be happy to meet with you
on -site as well to locate the extent of tidally influenced waters in relation to the project site.
Thanks,
M.:
Robb Mairs
Environmental Specialist 11
Division of Water Resources
North Carolina Department of Environmental Quality
910 796.7303 office
robb. mairs@ncdenr,gov
https://deg.nc.gov/about/divisions/water-resources/water-resources _permits/wastewater-branch/401-wetlands-buffer-
eq rmits
127 Cardinal Drive Extension
Wilmington, NC 28405
!mk
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

J1,
New -JR
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Robb,
What information do you need from me for this SA call other than the map below? The property is located in Beaufort
off of NC 101 just north of Steel Tank Road. Once you have reviewed please let me know when a site visit is scheduled.
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Post -Construction Stormwater Permitting Mc
Thank you,
Ginger
From: Johnson, Kelly <[e-mail]>
Sent: Thursday, October 24, 2019 1:52 PM
To: Ginger Turner <[e-mail]>
3

Cc: Ron Cullipher <[e-mail]>; Mairs, Robb L <robb [e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Let's talk after we have the SA point cited. Two different rules, different drainage areas, may or may not be SA... lots of
variables at this point.
Thanks,
Kelly
From: Ginger Turner [mailto:[e-mail]]
Sent: Thursday, October 24, 2019 1:38 PM
To: Johnson, Kelly <kellv.p.johnson(a ncdenr.gov>
Cc: Ron Cullipher <ron@tc pg a.com>; Mairs, Robb L <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
No I have not requested an SA call. We plan to keep the current tract (drainage area 1) as low density and the expansion
would be high density (drainage area 2) since it is all being constructed on an adjacent tract. Pond would be located on
the additional land for the proposed expansion only.
From: Johnson, Kelly <[e-mail]>
Sent: Thursday, October 24, 2019 1:20 PM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Mairs, Robb L <[e-mail]>
Subject: FW: [External] SW8 000523 House of Silk Flowers
Ginger,
Has there already been a point determined from DWR from which to draw the SA line? it sounds like they did the
salinity test to make the SA call for the existing permit years ago, and that the expansion will be permitted under the
2017 rules. Since we aren't doing the salinity test anymore, we draw that point from where DWR calls it. The online
map is a good starting point, but if it is going to be this close we should probably have Robb weigh in on exactly where
the point is located. I have cc'd him. Also, will this project continue to be low density?
Thanks,
Kelly
From: Scott, Georgette
Sent: Thursday, October 24, 2019 12:45 PM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Johnson, Kelly <[e-mail]>; Lewis,Linda
<linda.lewis ncdenr. ov>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Send your information to Kelly Johnson
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
4

Office [phone]
Fax [phone]
Georaette.Scottaamcdenr.aov,
127 Cardinal Drive Ext.
Wilmington, NC 28405
A01-a (Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Lewis,Linda
Sent: Thursday, October 24, 2019 12:37 PM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <ron([e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
don't know who that project might be reassigned to.
Linda
From: Ginger Turner <[e-mail]_>
Sent: Thursday, October 24, 2019 12:35 PM
To: Lewis,Linda <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Congratulations on retiring!
Any idea who will take over the Breakwater project Ron and i sent emails about last week.
From: Lewis,Linda <linda.lewis@ncde_nr.gov>
Sent: Wednesday, October 23, 2019 2:40 PM
To: Ginger Turner <g!nger2tcgpa.com>
Cc: Ron Cullipher <ron tcgpa.com>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
It varies depending on how many engineers we have to review and how many applications we get. By
law, we have 90 days upon receipt of a complete application.
This is not a good time of year to submit an application and expect a permit before 2020. I'm retiring
in a few days, and this is typically when everybody decides to get that project submitted before the
end of the year. The only problem is that there will only be 4 of us to review all those applications and
we'd like some time off to enjoy the holidays with our families, too.
5

Unless we get a lot of help very soon, the applications we already have in house probably won't be
permitted before the end of this year.
Linda
From: Ginger Turner <[e-mail]>
Sent: Wednesday, October 23, 2019 1:08 PM
To: Lewis,Linda <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <Reor�ette.scott@ncdenr.�ov>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Thank you for the information. What is the current permit review/issuance in the Standard program?
From: Lewis,Linda <[e-mail]>
Sent: Wednesday, October 23, 2019 11:25 AM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette < eor ette.scott ncdenr. ov>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Before I requested the permit transfer from the sole proprietor to the LLC, I asked Georgette if that
required a transfer or if it could be done as an "update" to the permit information. It was determined
that ownership of the property from a sole proprietor to an LLC requires a transfer application. If you
want to go express with the modified permit application, you will need to submit the transfer
application at the scheduled Express meeting for the modification. The transfer will be processed
after the modification is issued.
Please note that Express is scheduled out into 2020 at this time.
Linda
From: Ginger Turner <[e-mail]>
Sent: Wednesday, October 23, 2019 10:25 AM
To: Lewis,Linda <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Linda,
Thank you for the info on the density requirement. The proposed addition to the project is outside the %2 mile shown on
the QEQ interactive map so we will design to 24% to maintain the low density status for the 2017 rules.
The mailing address is the same on NCSOS as is listed on the permit (P.O. Box 598 Morehead City) and Nabil (Bill)
Chaanine is a member of Chaanine Ventures, LLC. With this minor technicality can the name change happen
simultaneously with the permit modification and request the project through the Express program.
6

Thank you,
Ginger
LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMTED LIABILITY COMPANY: Chaanine Ventures LLC
SECRETARY OF STATE ID NUMBER: 0994310 STATE OF FORMATION: NC E- Ftbd Annual Repot
094r110
REPORT FOR THECA(E40AR YEAR; MOM 1 W2770
2019 .at►aa7a 7.,07
SECTION A: REGISTERED AGENT$ INFORMATION ❑te a
1. NNAE OF REGISTERED AGENT: Chaanine. Nabil T
2. SIGNATURE of THE NEW REGISTERED AGENT.
630MIURECONSMUIEe CONSENT 101rE.APPONTUFY7
3. REGISTERED AGENT OFFICE STREET ADDRESS 3 COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
413 Blair Pointe Road Po Box 598
Morehead City, NC 28557.4734 Carteret County Morehead City, NC 28557-4734
SECTION 9: PRINCIPALOFFICE INFORMATION
1. OESCRIPTION OF NATURE OF BUSINESS: Real ESta(O
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3• PRINCIPAL OFFICE EMAIL: Pry Redaction
4. PRINCIPAL OFFICE STREET ADDRESS S. PRINCIPAL OFFICE hWUNG ADDRESS
413 Blair Pointe Rd. Po Box 598
Morehead City, NC 28557.4734 Morehead Gay, NC 28557.4734
S. Select one of the following II applicable. (Optional see Instructions)
❑ The company is a veteran -armed small business
❑ The company is a servicadisaWod velman-aA-oW Small business
SECTION C: COMPANY OFFI�IALS (Enter add4tianal company oft0s In Section F,.)
NWE: Kristie Chaanine
TITLE: General Manager
ADDRESS;
NAME: Nabil T Chaanine NAME:
TITLE: Member TITLE:
ADDRESS:
ADDRESS:
413 Blair Pointe Road 413 Blair Pointe Rd.
Morehead City, NC 28557 Morehead City, NC 28557
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be corTol No'an iM erdwoty try a peMoNbusineu erd,ty.
Kristie Chaanine 4/29/2019
BGXAT%vw WE
re--%M a apse Or a CAM"" Omar %W aeon Ei4q.1 a or "M %M
Kristie Chaanine General Manager
P" a Tree Nana or Gaon, OM W PM v Troy Id d Cam—r OEd
Tr" Arv" Roped has been Ifto dactr wily.
U4i 10. S6Cwrrr OF $W1k. euvwr nryreapM Dneon, ad MA DO- MS, R.*O. NC 77=45n
From: Lewis,Linda <linda.lewisC7a ncdenr.gov>
Sent: Wednesday, October 23, 2019 9:27 AM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <georgette.scott2ncdenr.gov>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Ginger:
7

Part of the confusion regarding SA and the'/2 mile is that in 2000, the chlorides test was being used
to determine the salinity at a point in the water body of interest which was at least'/2 mile (as the crow
flies) from the site. If the salinity was less than 500 ppm, the project was not subject to the SA rules.
Today of course, it's different. DEMLR no longer determines stream classification or salinity — both
are functions of DWR. DEMLR is not going to change the density level for the current 6.6 acre project
area. That will stay as previously approved, which, based on all the information in the file, is
supposed to be 30% low density. However, if you add more project area, then the 2017 rules will
apply to that added project area. If the DWR map now says the project is within '/2 mile of and
draining to SA waters, then the SA rules will apply to the added project area.
Please also note that the permit is in the name of Bill Chaanine. Based on the Carteret County GIS,
the entity Chaanine Ventures, LLC is listed as the owner, at 413 Blair Point Road. There appears to
have been an ownership change and a mailing address change since the permit was issued. The first
order of business will be to transfer ownership of the permit and update the mailing address before
we can accept a modification.
You can submit the transfer and the modification applications together, with their separate fees, with
the understanding that the transfer will be processed first and the modification will be entered and
reviewed after the transfer is issued.
Linda
From: Ginger Turner <[e-mail]>
Sent: Tuesday, October 22, 2019 4:44 PM
To: Lewis,Linda <linda.lewis@_ncd_enr.goy>
Cc: Ron Cullipher <[e-mail]>
Subject: [External] SW8 000523 House of Silk Flowers
Importance: High
Linda,
Follow up to my voicemail.
The attached permit has the project as 30% listed on page 2 of the permit and again on page 1 of the low density
supplement, while 25% was used in the calculation section on page 2. Since the project drains to SA waters (Eastmans
Creek) but was allowed 30% this suggests it was not within the SA jurisdiction at the time of permitting. The Owners
would like to expand their project to the north however we are unsure which program applies for 2019. The project is
located off Hwy 101 in Beaufort just north of Laurel Road. Please advise and let me know if you have any questions.

Thank you,
Ginger Y. Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
[e-mail]
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Johnson. Kelly
From: Johnson, Kelly
Sent: Thursday, October 24, 2019 1:52 PM
To: Ginger Turner
Cc: Ron Cullipher; Mairs, Robb L
Subject: RE: [External] SW8 000523 House of Silk Flowers
Let's talk after we have the SA point cited. Two different rules, different drainage areas, may or may not be SA... lots of
variables at this point.
Thanks,
Kelly
From: Ginger Turner [mailto:[e-mail]]
Sent: Thursday, October 24, 2019 1:38 PM
To: Johnson, Kelly <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Mairs, Robb L <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
No I have not requested an SA call. We plan to keep the current tract (drainage area 1) as low density and the expansion
would be high density (drainage area 2) since it is all being constructed on an adjacent tract. Pond would be located on
the additional land for the proposed expansion only.
From: Johnson, Kelly <[e-mail]>
Sent: Thursday, October 24, 2019 1:20 PM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Mairs, Robb L <[e-mail]>
Subject: FW: [External] SW8 000523 House of Silk Flowers
Ginger,
Has there already been a point determined from DWR from which to draw the SA line? It sounds like they did the
salinity test to make the SA call for the existing permit years ago, and that the expansion will be permitted under the
2017 rules. Since we aren't doing the salinity test anymore, we draw that point from where DWR calls it. The online
map is a good starting point, but if it is going to be this close we should probably have Robb weigh in on exactly where
the point is located. I have cc'd him. Also, will this project continue to be low density?
Thanks,
Kelly
From: Scott, Georgette
Sent: Thursday, October 24, 2019 12:45 PM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Johnson, Kelly <[e-mail]>; Lewis,Linda

S }
<1inda.Iewis ncdenr.gov>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Send your information to Kelly Johnson
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette.ScotbQncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
�i-Nothing Compares...
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Lewis,Linda
Sent: Thursday, October 24, 2019 12:37 PM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <georpette.scott2 ncdenr.eov>
Subject: RE: [External] SW8 000523 House of Silk Flowers
l don't know who that project might be reassigned to
Linda
From: Ginger Turner <[e-mail]>
Sent: Thursday, October 24, 2019 12:35 PM
To: Lewis,Linda <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Congratulations on retiring!
Any idea who will take over the Breakwater project Ron and I sent emails about last week.
From: Lewis,Linda <[e-mail]>
Sent: Wednesday, October 23, 2019 2:40 PM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
It varies depending on how many engineers we have to review and how many applications we get. By
law, we have 90 days upon receipt of a complete application.

This is not a good time of year to submit an application and expect a permit before 2020. I'm retiring
in a few days, and this is typically when everybody decides to get that project submitted before the
end of the year. The only problem is that there will only be 4 of us to review all those applications and
we'd like some time off to enjoy the holidays with our families, too.
Unless we get a lot of help very soon, the applications we already have in house probably won't be
permitted before the end of this year.
Linda
From: Ginger Turner <[e-mail]>
Sent: Wednesday, October 23, 2019 1:08 PM
To: Lewis,Linda <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Thank you for the information. What is the current permit review/issuance in the Standard program?
From: Lewis,Linda <linda.lewis@ncdenr gov>
Sent: Wednesday, October 23, 2019 11:25 AM
To: Ginger Turner <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Before I requested the permit transfer from the sole proprietor to the LLC, I asked Georgette if that
required a transfer or if it could be done as an "update" to the permit information. It was determined
that ownership of the property from a sole proprietor to an LLC requires a transfer application. If you
want to go express with the modified permit application, you will need to submit the transfer
application at the scheduled Express meeting for the modification. The transfer will be processed
after the modification is issued.
Please note that Express is scheduled out into 2020 at this time.
Linda
From: Ginger Turner <Ringer(dtcgpa.com>
Sent: Wednesday, October 23, 2019 10:25 AM
To: Lewis,Linda <[e-mail]>
Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] SW8 000523 House of Silk Flowers
Linda,

Thank you for the info on the density requirement. The proposed addition to the project is outside the % mile shown on
the DEQ interactive map so we will design to 24% to maintain the low density status for the 2017 rules.
The mailing address is the same on NCSOS as is listed on the permit (P.O. Box 598 Morehead City) and Nabil (Bill)
Chaanine is a member of Chaanine Ventures, LLC. With this minor technicality can the name change happen
simultaneously with the permit modification and request the project through the Express program.
Thank you,
Ginger
LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY; . ChaanlnO Ventures LLC
w
SECRETARY OF $TATE ID NUMBER: 09943) 0 STATE OF FORMATION: NC E - Floe Anoum Rupon
OW310
REPORT FOR THE CALENDAR YEAR: 2019 CA20t9 t 19112T704rew70 to 1207
SECTION A: REGISTEREO AGENTS INFORMATION, ❑�_
1. NAME OF REGISTERED AGENT. Chaanine. Nabit.T
2. SIGNATURE OF THE NEW REGISTERED AGENT:
. . SIGNATURE.CONSrlttnes Ca4e Nr TO rNf. APPOWIMUNT
S. REGISTERED AGENT, OFFICE STREET ADDRESS 8 COUNTY 4. REGISTERED AGENT OFFICE MAMING ADDRESS
413 Blair Pointe Road Po Box 598
Morehead by. NC 28557.4734 Carteret County Morehead City. NC 28557.4734
SECTION 8; PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real EStato
2: PRINCIPAL OFFICE PHONE NUMMSER: �� 83&1407 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5, PRINCIPAL OFFICE r NLING ADDRESS
413 Blair Pointe Rd. PO Box 598
Morehead City; NC 28557.4734. Morehead City, NC 28557.47M
B. Saki one of the fcllowing it applicable. (Opilonal see initructlons)
❑ The company is a veteran-m-ned small business _
❑ The Company is a smvico-disaWod vetoranlo Mod small 66:in.ms
SECTION C. g2MPANX 9EFICIALS{Enter adchtionat cpmparty oftals in Section E.)
NwE. Kristie Chaanine N' T— Nabil T Chaanine NAME:
TITLE: General Manager TTTLE; Member TITLE:
ADDRESS. ADDRESS: ADDRESS:
413 Blair Pointe Road 413 Blair Pointe Rd.
Morehead City. NC U557 Morehead City, NC 28557
SECTION D: C9RTIFICATION OF ANNUAL ER PORT. Section D must ba oornpinSad in Its entirely try a penaVbushtota onSty.
Kristie Chaanine 4/29/2019
BONArun DATE
ra.e eRwt a dons br. Ca-panr Oftw %W am Sa.Tm C of Tea t m
Kristie Chaanine General Manager
*Wa I". N—d C-4-"ORdy Pwau rrP. rdtlf D�
This Anr" Ropoo has roan MW elodmniCaly._
Nti TO. d.Oe.M1.r fsen, er+rn N.omww Dean., np� oesc. ao• 79TJS. �4 NG 2rgyg75
From: Lewis,Linda <[e-mail]>
Sent: Wednesday, October 23, 2019 9:27 AM
To: Ginger Turner <[e-mail]>

Cc: Ron Cullipher <[e-mail]>; Scott, Georgette <geor etg [e-mail]>
Subject: RE: [External] SWS 000523 House of Silk Flowers
Ginger:
Part of the confusion regarding SA and the '/Z mile is that in 2000, the chlorides test was being used
to determine the salinity at a point in the water body of interest which was at least '/z mile (as the crow
flies) from the site. If the salinity was less than 500 ppm, the project was not subject to the SA rules.
Today of course, it's different. DEMLR no longer determines stream classification or salinity — both
are functions of DWR. DEMLR is not going to change the density level for the current 6.6 acre project
area. That will stay as previously approved, which, based on all the information in the file, is
supposed to be 30% low density. However, if you add more project area, then the 2017 rules will
apply to that added project area. If the DWR map now says the project is within'/z mile of and
draining to SA waters, then the SA rules will apply to the added project area.
Please also note that the permit is in the name of Bill Chaanine. Based on the Carteret County GIS,
the entity Chaanine Ventures, LLC is listed as the owner, at 413 Blair Point Road. There appears to
have been an ownership change and a mailing address change since the permit was issued. The first
order of business will be to transfer ownership of the permit and update the mailing address before
we can accept a modification.
You can submit the transfer and the modification applications together, with their separate fees, with
the understanding that the transfer will be processed first and the modification will be entered and
reviewed after the transfer is issued.
Linda
From: Ginger Turner <[e-mail]>
Sent: Tuesday, October 22, 2019 4:44 PM
To: Lewis,Linda <[e-mail]>
Cc: Ron Cullipher <ronCa)tcgpa.com>
Subject: [External] SW8 000523 House of Silk Flowers
Importance: High
Linda,
Follow up to my voicemail.
The attached permit has the project as 30% listed on page 2 of the permit and again on page 1 of the low density
supplement, while 25% was used in the calculation section on page 2. Since the project drains to SA waters (Eastmans
Creek) but was allowed 30% this suggests it was not within the SA jurisdiction at the time of permitting. The Owners
would like to expand their project to the north however we are unsure which program applies for 2019. The project is
located off Hwy 101 in Beaufort just north of Laurel Road. Please advise and let me know if you have any questions.

S
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Thank you,
Ginger Y. Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
[e-mail]
Post -Construction Stormwater Permitting ME
6

Tax Parcel Information:
Carteret County,
N . C , IF
Owner: CHAANINE VENTURES LLC
Current PEN: 6399o2852420000
Site Address:
266o HWY ioi
BEAUFORT
Mailing Address:
413 BLAIRTOINTE ROAD
HWY 10
MOREHEAD CITY NC 28557
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Legal Description:
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ACREAGE HWY io1
Prior PIN: 1100500126
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City Limits:
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Rescue District: BEAUFORT RESCUE
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Fire District: BEAUFORT FIRE
ROAD
`Fax District: 1175
Township: BEAUFORT
Use: INDUSTRIAL
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Land Value: NBHD: ii0007
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Bldg Htd Sq Ft: oA�
Bldg Value:
Bldg Tot Sq Ft:
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Other Value:
I 1
4
year Built: 2000
ti
Total Value: Noise Level:
*g
Sale Price: AICUZ 'Zone:
d
Deeded Acres' 7.94 GIS Acres: 8.039
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Plat Ref: / Roll Type: R
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Deed Ref: 1263 / 453 Deed Date: 20o80320
Bedrooms: o Bathrooms: 1
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The informatio n clsp laye d b y this we bsile is prepared for (his inven to ry of rear I property found with in this lursd iction and is co mp i lad f ro m recorded deeds, plats, and other public record s an o d ata. U se rs of th is information are hereby notified that the aforementioned pubic primary
Ma ion sources should beconsuIod for verification of the irdormaton mrYanedon this site CarteretCountyassumes no leg al responsbilly forth ainformation cortaned on this sit e. Carteret Ccntydoesnot guarameethaI the data and map soryiceswiI be available to use rs
wilhwlirrterruPiton of error.Furthermme, Carteret Canty may moddyorremove map seryicesardaccessmaft 05atwiI.