SW7090702_HISTORICAL FILE_20210526

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 70 �7�`p�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
Ag lL� Sad
YYYYM M D D

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
Darlene J. Cross Irrevocable Trust
David W. Cross Irrevocable Trust
429 Hughes Boulevard South
Elizabeth City, NC 27909
NORTH CAROLINA
Environmental Quality
May 26, 2021
Subject: Stormwater Permit Renewal/Ownership Change
Stormwater Management Permit SW7090702
Rosabelle Court Subdivision
Camden County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090702 for a stormwater treatment system consisting of a wet
detention pond serving the entrance roadway to Rosabelle Court Subdivision located on
US Hwy 158 in Camden County expires on December 30, 2021. Renewal applications
are due 180 days prior to expiration. A review of the Camden County tax records shows
that the property is currently owned by Darlene J. Cross and David W. Cross
Irrevocable Trust. Stormwater permit SW7090702 was originally issued to Russell
Twiford. Stormwater permits are not automatically transferred when property ownership
changes.
The Coastal stormwater rules and the NC General Statutes require a stormwater permit
for this project. Please submit a completed permit renewal application and a stormwater
ownership transfer application along with a $505.00 processing fee. Permit application
forms for renewal and ownership transfer can be found on our website at:
httl2s:///dec nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-
rules/stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the permittee and landowner to
assessment of civil penalties.
If you have questions, please feel free to contact me at [phone] or by e-mail. I
will be glad to discuss this by phone or meet with you. If you would like, I can e-mail you
a copy of the application forms. You can request a copy by e-mailing me at
roger. thorpe a ncdenr.gov.
Sincerely, o:
Roger K. Thorpe
Environmental Engineer
Z. North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

PERMANENT POOL DETENTION PONDS
DESIGN OF POND
OX0256 - Rosabelle Court
10 Yr, 24 HE Stonn
DETENTION POND
Hyman & Robey, PC
150-A Hwy 158 East
Camden, NC 27921
(252)-335-1888
06/30/09
SA/DA PERCENTAGES FOR 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
% IMPRV
3.0 FT
3.5 FT
4.0 FT
4.5 FT
5.0 FT
5.5 FT
6.0 FT
10%
1.3
1.0
0.8
0.7
0.6
0.5
0.4
20%
2.4
2.0
1.8
1.7
1.5
1.4
1.2
30%
3.5
3.0
2.7
2.5
2.2
1.9
1.6
40%
4.5
4.0
3.5
3.1
2.8
2.5
2.1
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
60%
7.0
6.0
5.3
4.8
4.3
3.9
3.4
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
80%
9.4
8.0
7.0
6.4
5.7
5.2
4.6
90%
10.7
9.0
7.9
7.2
6.5
5.9
5.2
100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
PERMANENT POOL ELEVATION:
PERMANENT POOL AVG. DEPTH:
SA/DA PERCENTAGE FACTOR:
POND SURFACE AREA REQ'D:
FOREBAY AREA:
AT WIDTH = 0.33 LENGTH,
WIDTH =
LENGTH =
Use these dimensions:
VOLUME OF I" RAINFALL
6.5 FT
0.3
1.0
1.3
1.8
2.3
2.9
3.4
4.0
4.6
5.1
Page I JUL 0 6 2009
7.0 FT
0.2
0.9
1.1
1.4
1.9
2.4
2.9
3.4
3.9
4.3
1.A ACRES Ab,
,f
I. FT �"Jmc .24- 8.i/ ff 84e,4
FT
<f % (FROM ABOVE TABLE- TA KEN FROM DESIGN OF STORM WATER
CONTROL FACILITIES WORKSHOP MANUAL - PENC 19119)
2841 SF
852 SF
30.7686 LF (BASED UPON MINIMUM SURFACE AREA)
92.3057 LF
pra v'i
WIDTH 30 LF 6�3o Sf
LENGTH 220.N2 LF
AREA OF ROOFS:
0
AC
AREA OF PARKING/CONCRETE:
0.56
AC
AREA OF GREEN AREAS:
1.07
AC
VOLUME OF RUNOFF
4061.97
CF
STORAGE DEPTH FORM INIM UM AREA =
ELEVATION OF 1.5" RAINFALL = 2.11
Normal Pool Elevation 1.5
VOL (CF)=(((ROOF'1.0)+(PARKING'.95)+(GRASS'0.2)1'43,560112)'1.5
0.61 FT
GZ3fcf
ACTUAL STORAGE VOLUME PROVIDED AS CALCULATED IN CAD: (,215 CF
-(/ -SEAT_
18550 =
CItio$ OI\\\\.

DRAWDOWN - WATER QUALITY Page 2
Q(2 DAYS) = 0.03608 CFS
Q(5 DAYS) = 0.01443 CFS
I" RUNOFF STAGE 0.75 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
I" RUNOFF OUTLET DEVICE: 1.38691 INCH DIA HOLE
A=[Q/(Cd*SQRT(2gh))1* 144
Rad =SQRT(A/PI)
Dia. =2*Rad.
DIAMETER OF HOLE TO USE: I J INCH DIAMETER
DRAWDOWN RATE 0.02954 CFS
I" STORM RUNOFF DRAWDOWN TIME 2.44258 DAYS
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
Qp = Peak Discharge = -Ldv cfs
Tc = Time of Concentration = 10min
Calculation of Tp (Time to Peak)
From SCS NEH 4, page 15-7 Eqn. 15.4
Lag Time (L)=(1A0.8*(S+I)A0.7)/(1900*YA0.5) for LinHrs
where: I = hydraulic length of watershed (R)
S = (1000/CN)-10
CN = approximately same CN from TR-55
Y = avg. watershed land slope in %
S=(1000/CN)-10= 3.51351
L= 0.46065 hrs
From SCS NEH 4 , page 16-7 Eqn. 16.7
Tp=D/2+L
where : D = unit of excess duration rainfall (hrs)
L = Lag Time (hrs)
From SCS NEH 4 , page 16-8 Eqn. 16.12
D = 0.133 tc
where: Tc = Time of Concentration (hrs) - (See Tr-55 Printout)
THEREFORE: D= 0.04256 hrs
Tp = 0.48193
hrs
= 28.9155
min
Volume under Hydrograph = 1.39 *
Qp * Tp =
10803.8
Cubic Feel
600
3.51351
74
0.3
_ tE550
%' F!�'GINEEP
�///sF4)1 CII BZ16

Page 3
Inflow Hydrograph
SCS Dimensionless Hydrograph
Time Discharge Time Discharge Volume
Ratio Ratio hr cfs cf
0.00
0.00 0.00
0
0.10
0.03 0.05
0
23
0.20
0.10 0.10
0
78
0.30
0.19 0.14
1
148
0.40
0.31 0.19
1
241
0.50
0.47 0.24
2
365
0.60
0.66 0.29
3
513
0.70
0.82 0.34
4
637
0.80
0.93 0.39
4
723
0.90
0.99 0.43
4
769
1.00
1.00 0.48
4
777
1.10
0.99 0.53
4
769
1.20
0.93 0.58
4
723
1.30
0.86 0.63
4
668
1.40
0.78 0.67
3
606
1.50
0.68 0.72
3
529
1.60
0.56 0.77
3
435
1.70
0.46 0.82
2
358
1.80
0.39 0.87
2
303
1.90
0.33 0.92
1
256
2.00
0.28 0.96
1
218
2.20
0.21 1.06
1
322
2.40
0.15 1.16
1
229
2.60
0.11 1.25
0
166
2.80
0.08 1.35
0
120
3.00
0.06 1.45
0
85
3.20
0.04 1.54
0
62
3.40
0.03 1.64
0
45
3.60
0.02 1.73
0
33
3.80
0.02 1.83
0
23
4.00
0.01 1.93
0
17
4.50
0.01 2.17
0
19
5.00
0.00 2.41
0
0
Volume under hydrograph =
10262 cf
Based upon runoff Volume
= 10803.8 cf
Depth req'd for minimum area =
te550
'Pe4 C. Ros�J,
1.63086

STAGE STORAGE FUNCTION OF POND
(FOR RECTANGULER DETENTION POND ONLY)
Minimum surface area taken at normal water level
BASIN AREA [NCR ACCUM
VOLUME VOLUME STAGE In s
S Z
sf cf cf ft
Pond Side Slope (M) =
In Z Z est Elevation
6625
0
0
0
Surface area at normal pool
L5
7386
3503
3503
0.5
8.16
-0.69
0.52
2
8166
3888
7391
1
8.91
0.00
0.99
2.5
8963
4282
11673
1.5
9.37
0.41
1.47
3
9778
4685
16358
2
9.70
0.69
1.98
3.5
10612
5098
21456
2.5
9.97
0.92
2.50
4
11463
5519
26974
3
10.20
1.10
3.05
4.5
12333
5949
32923
3.5
10.40
1.25
3.63
5
13220
6388
39312
4
10.58
1.39
4.23
5.5
14126
6837
46148
4.5
10.74
1.50
4.86
6
15049
7294
53442
5
10.89
1.61
5.52
6.5
Regression
Output:
Constant
9.34346
Ks = S/Z^b
= 7465.436
Sid En of Y Est
0.00969
R Squared
0.99962
No. of Observations
7
Degrees of Freedom
5
X Coefficient(s) 1.15215 = b
Sid Err of Coef. 0.01009
FOR VERTICAL SIDED DETENTION POND SET b=0, AND Ks = SURFACE AREA (SF)
Page 4
STAGE DISCHARGE
(FOR RISER/BARRELL SPILLWAY
W EMERGENCY
WEIR)
RISER
Or =
1 S
Riser Dia. (in)
Etop =
50.00
Elev. Top Riser (ft) 3.13
Cwr =
3.33
Riser weir coeff
Cdr =
0.60
Riser orifice coeff
H I n =
0
Number of Holes
H Id =
2
Hole Dia. (in)
EHI =
50,00
Elev. Holes(1)
H2n =
0
Number of Holes
H2d =
2
Hole Dia. (in)
EH2 =
50.110
Elev. Holes (2)
H3n =
0
Number of Holes
H3d =
2
Hole Dia. (in)
EH3 =
50.00
Elev. Holes (3)
BARREL:
Db =
I
Barrel Dia. (in)
Einv =
50,00
Elev Invert Barrel (ft) Bartell Adjustment Factor
Cdb =
0.60
Barrel orifice coeff
3
�1/i FaNC.KO0, �`

EMERGENCY WEIR
Page
Cw
=
3
Weir coeff
Ecr
=
2.25
Elev weir coeff (ft)
Lw
=
2
Weir Length (ft)
Riser
Riser
Riser
Elevation
Hole
Hole
Hole
Riser Riser
Barrel
Principal
Emergcy
(I)
(2)
(3)
(weir) (orifice)
Spillway
Weir
1.50
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.50
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.51
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.52
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.55
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.59
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.65
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.73
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.82
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
1.92
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.02
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.12
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.21
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.30
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.1
2.38
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.3
2.44
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.5
2.50
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.7
2.53
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.9
2.55
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.0
2.57
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.1
2.58
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.1
2.58
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.1
2.57
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.1
2.56
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.0
2.53
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.9
2.51
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.8
2.49
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.7
2.47
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.6
2.45
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.5
2.43
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.5
2.41
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.4
2.38
0.0
0.0
0.0
0.0
0.0
0.0
0.00
\\tll
0.3
2.35
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.2 ,-N
lasso

Page 6
ROUTING OF INFLOW HYDROGRAPH THROUGH POND AND OUTFLOW DEVICE
Total
Riser
Riser
Riser
Barrel
Emerg
Time
Inflow
Storage
Stage
Outflow
Holes
(weir)
(orifice)
Spillway
t(hr)
cfs
cf
Elevation
cfs
(1+2+3)
cfs
cfs
cfs
cfs
cfs
0.000
0
0
1.50
0.00
0.00
0.00
0.00
0.00
0.00
0.048
0
0
1.50
0.00
0.00
0.00
0.00
0.00
0.00
0.096
0
23.3175
1.51
0.00
0.00
0.00
0.00
0.00
0.00
0.145
1
101.042
1.52
0.00
0.00
0.00
0.00
0.00
0.00
0.193
1
248.72
1.55
0.00
0.00
0.00
0.00
0.00
0.00
0.241
2
489.667
1.59
0.00
0.00
0.00
0.00
0.00
0.00
0.289
3
854.975
1.65
0.00
0.00
0.00
0.00
0.00
0.00
0.337
4
1367.96
1.73
0.00
0.00
0.00
0.00
0.00
0.00
0.386
4
2005.3
1.82
0.00
0.00
0.00
0.00
0.00
0.00
0.434
4
2728.15
1,92
0.00
0.00
0.00
0.00
0.00
0.00
0.482
4
3497.62
2.02
0.00
0.00
0.00
0.00
0.00
0.00
0.530
4
4274.87
2.12
0.00
0.00
0.00
0.00
0.00
0.00
0.578
4
5044.35
2.21
0.00
0.00
0.00
0.00
0.00
0.00
0.627
4
5767.19
2.30
0.07
0.00
0.00
0.00
0.00
0,07
0.675
3
6424.23
2.38
0.27
0.00
0.00
0.00
0.00
0.27
0.723
3
6982.95
2.44
0.51
0.00
0.00
0.00
0.00
0.51
0.771
3
7422.76
2.50
0.73
0.00
0.00
0.00
0.00
0.73
0.819
2
7731.76
2.53
0.89
0.00
0.00
0.00
0.00
0.89
0.867
2
7934.33
2.55
1.01
0.00
0.00
0.00
0.00
1.01
0.916
1
8062.72
2.57
1.08
0.00
0.00
0.00
0.00
1.08
0.964
1
8131.59
2.58
1.12
0.00
0.00
0.00
0.00
1.12
1.060
l
8177.54
2.58
1.15
0.00
0.00
0.00
0.00
1.15
1.157
1
8100.54
2.57
1.10
0.00
0.00
0.00
0.00
1.10
1.253
0
7946.1
2.56
1.01
0.00
0.00
0.00
0.00
1.01
1.349
0
7760.62
2.53
0.91
0.00
0.00
0.00
0.00
0.91
1.446
0
7564.84
2.51
0.80
0.00
0.00
0.00
0.00
0.80
1.542
0
7371.86
2.49
0.70
0.00
0.00
0.00
0.00
0.70
1.639
0
7190.62
2.47
0.61
0.00
0.00
0.00
0.00
0.61
1.735
0
7023.83
2.45
0.53
0.00
0.00
0.00
0.00
0.53
1.831
0
6872.42
2.43
0.46
0.00
0.00
0.00
0.00
0.46
1.928
0
6735.84
2.41
0.40
0.00
0.00
0.00
0.00
0.40
2.169
0
6430.99
2.38
0.28
0.00
0.00
0.00
0.00
0.28
2.410
0
6210.47
2.35
0.20
0.00
0.00
0.00
0.00
0.20
2.58229 = maximum stage elevation
1.14926 = maximum discharge
i.5ssu
'•:�NG.NEF.....
\�C
4f C. ROVE 0�

Rosabelle Court
Camden County
10 yr STORM
q•'` ° ay V tt'9 > ,;t gyp" "'�� ?'iT Tj'.5`.'gr'
ix
It m
■ ■ ,
4 .� ' ■
4 1 A
0 3 y o
rn3 a.
t , o i
� 2 A
N_
0 2 A■
0.000 0.500 1.000 1.500 2.000 2.500 3.000
Time (hrs)
■ INFLOW (cfs)
. OUTFLOW (cfs)
Er Sasso =
• "'�.h'GIt .....
s A \\
y��4�tC.I�p6� ��p

POND VOLUME CALCULATIONS
FOR
S:IHyman 8 Robey'081080256 - David Crosslexce11080256 POND VOLUME CALCULATIONS (1 POND).xls
POND CALCULATIONS
AREA F2
PERMANENT POOL SURFACE AREA
MAIN BASIN SURFACE AREA
FOREBAY SURFACE AREA
AREA AT EDGE OF MAIN BASIN SHELF
AREA OF MAIN BASIN BOTTOM
AREA AT EDGE OF FOREBAY SHELF
AREA OF FOREBAY BOTTOM
SURFACE AREA AT 1.5" STORAGE
AREA AT TOP OF SHELF
6,624.53
4,966.21
1.658.32
3,383.27
305.92
1,658.32
259.19
9,443.17
9.063.72
ELEVATIONS
F
PP ELEVATION
1.50
ELEVATION AT EDGE OF MAIN BASIN SHELF
1.00
ELEVATION OF MAIN BASIN BOTTOM
-4.00
ELEVATION AT EDGE OF FOREBAY SHELF
1.50
ELEVATION OF FOREBAY BOTTOM
-1.50
ELEVATION OF TOP OF SHELF
2.00
ELEVATION OF 1" STORAGE
2.25
VOLUME CALCULATIONS
F3
MAIN BASIN VOLUME BELOW SHELF
9,222.98
FOREBAY VOLUME BELOW SHELF
2,876.27
TOTAL VOLUME BELOW SHELF
12,099.24
AVERAGE POND DEPTH 2.90
MAIN BASIN VOLUME
11,310.35
FOREBAY VOLUME
2,876.27
PERMANENT POOL VOLUME
14,186.61
FOREBAY PERCENTAGE OF TOTAL PERMANENT POOL VOLUME
20.27%
VOLUME BELOW TOP OF SHELF
18,108.67
TEMP. STORAGE VOLUME (1" RUNOFF)
6,235.42
IN DIAGRAM CALC
IVITAI gelai
SEDIMENT REMOVAL ELEVATION 4.00
PP DEPTH READS ... SEDMENT SHALL BE REMOVED 5.50
FOREBAY . `,`n11f'
SEDIMENT REMOVAL ELEVATION \� M „ . �i ��i� -1_50
9
PP DEPTH READS ... SEDMENT SHALL BE REMOVED > °ia� `1's'•. c 3.00
SEAL -_
1 v'S50
6/30/2009 10:26 AM
PAGE 1 OF 1

t-
i(LH 080256
JUL 0 6 2009
Rosabelle Court - Constructed uc[ed Welland - Predevelopment
Camden County, North Carolina
Hydrograph Peak/Peak Time Table
Sub -Area Peak Flow and Peak Time (hr) by Rainfall Return Period
Or Reach 10-Yr 25-Yr 100-Yr 1-Yr
Tdentifier (cfs) (cfs) (cfs) (cfs)
(hr) (hr) (hr) (hr)
----------------------------------------------------------------------------------
SUBAREAS
conswet 2.95 3.87 5.84 0.52
12.21 12.20 12.20 12.26
REACHES
OUTLET 2.95 3.87 5.84 0.52
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KLN 080256
Rosabelle Court - Constructed wetland - Predevelopment
Camden County, North Carolina
Sub -Area Summary Table
Sub -Area Drainage Time of Curve Receiving Sub -Area
Identifier Area Concentration Number Reach Description
(ac) (hr)
-----------------------------_---_-__----------__-__--_____-__-___
conswet 1.63 0.268 61 Outlet
Total Area: 1.63 (ac)
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6/30/2009 10:40:29 AM

KLH
080256
Rosabelle
Court - Constructed Wetland -
Predevelopment
Camden County, North Carolina
Sub
-Area Time of Concentration
Details
Sub -Area
Flow
Mannings's End
Wetted
Travel
Identifier/
Length
Slope n Area
Perimeter Velocity
Time
________________________________________________________________________________
(ft)
(ft/ft) (sq ft)
(ft) (ft/sec)
(hr)
conswet
SHEET
100
0.0044 0.150
0.268
Time of Concentration .268
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rj
KLH 080256
Rosabelle Court - Constructed Wetland - Predevelopment
Camden County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area Hydrologic Sub -Area Curve
Identifier Land Use Soil Area Number
Group (ac)
-----------------------------------------------------------------------
conswet Open space; grass cover > 75% (good) B 1.63 61
Total. Area / Weighted Curve Number 1.63 61
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6/30/2009 10:40:29 AM

KLH 080256
Rosabelle Court - Constructed Wetland - POST (Summation) JUL 0 6 2009
Camden County, North Carolina
Hydrograph Peak/Peak Time Table
Sub -Area Peak Flow and Peak Time (hr) by Rainfall Return Period
or Reach 10-Yr 25-Yr 100-Yr 1-Yr
Identifier (cfs) (cfs) (cfs) (cfs)
(hr) (hr) (hr) (hr)
____________ ________________________ ___________
SUBAREAS
conswet 4.48 5.49 7.56 1.46
12.22 12.24 12.23 12.26
REACHES
OUTLET 4.48 5.49 7.56 1.46
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6/30/2009 10:37:52 AM

.1
KLH 080256
Rosabelle Court - Constructed Wetland - POST (Summation)
Camden County, North Carolina
Sub -Area Summary Table
Sub -Area Drainage Time of Curve Receiving. Sub -Area
Identifier Area Concentration Number Reach Description
(ac) (hr)
____-_____ _____--_____-_______ --
conswet 1.63 0.324 74 Outlet
Total Area: 1.63 (ac)
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6/30/2009 10:38:04 AM

1(
KLH 080256
Rosabelle Court - Constructed wetland - POST (Summation)
Camden County, North Carolina
Sub -Area Time of Concentration Details
Sub -Area
Flow
Mannings's End Wetted
Identifier/
Length
Slope n Area Perimeter
Velocity
------------------------------------------------------------------------
(ft)
(ft/ft) (sq ft) (ft)
(ft/sec)
conswet
SHEET
91
0.0120 0.150
CHANNEL
570
1.000
WinTR-55, Version 2003.00.24 Page 1
Time of Concentration
6/30/2009
Travel
Time
(hr)
0.166
0.158
324
10:38:04 AM

KLH 080256
Rosabelle Court - Constructed Wetland - POST (Summation)
Camden County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area
Hydrologic
Sub -Area
Curve
Identifier Land Use
Soil
Area
Number
-----------------------------------------------
Group
(ac)
conswet Open space; grass cover > 75%
____------__-_____-------
(good) B
1.07
61
Paved parking lots, roofs, driveways
B
.56
98
Total Area / Weighted Curve Number
1.63
74
WinTR-55, Version 2003.00.24 Page ]
6/30/2009 10:38:04 AM

e
isued Aug 29 2002
yyy��� t 500.00
State of Camden
North Cerol'ee Counfy
Real Estate Exclas Tax
NORTH CAROLINA EXCISE STA �'� /�
ATTACHED AND CANCELLED ,a%
fL.Opm
BOOK 161 PAGE
E.cise Tax
Parcel den40er No.: C, 1 $i
Prepared by. John C. white, AComey
Mall alter recording tot HomMal, Riley, Ellis & Maland, LIP
P. O. Boa 220
ei,ahell, City. NC 278074220
7y35'oevo
3a—►- 03
FILED In Ceaden Ceunfy, NC
an Aug 29 2002 at DELI£19 PM
409 by: Peggy C. NhWS
Register of Oeed
0
a9,d00a
oCOO a50o-�
Pa. +O MR Ta.ya.A Pd. w2
JUL 0 0 2009
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this .21 day of Al 7. b 2002, by and between
GRANTOR
CATHIE B. WHITE and husband, JOHN C.
WHITE: RENE B. WYATT (BAIRD) and
husband, DAVID WYATT; GILBERT C. BAIRD
and wife, JOANNE E. BAIRD; MAUDE S. LAIRD
and husband, MARSHALL R. LAIRD; BRANTLEY
SAWYER, unmarried; WALTER M. SAWYER
and wife, RUTH SAWYER; EDNA S. RIPLEY and
husband, WILLIAM RIPLEY; ADDISON DANIEL,
Widower: CAROLYN S. ALEXANDER and
husband, NEAL ALEXANDER; HENRY G.
SAWYER and wife, BRENDA P. SAWYER;
IREDELL S. FORBES and husband, LARRY
FORBES; WILLA S. WILLIAMS and husband,
CHARLES O. WILLIAMS; CHARLES O.
WILLIAMS and WILLA S. WILLIAMS, Trustees of
the CHARLES O. and WILLA S. WILLIAMS
Revocable Living Trust dated 3/13/95; G. ELVIN
SMALL, III, Successor Trustee of the ALFRED
SAWYER, Testamentary Trust
GRANTEE
RUSSELL E. TWIFORD
2125 Rivershore Road
Elizabeth City, North Carolina 27909
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 Courthouse Township, Camden County, North
Carolina and more particularly described as follows:
That certain 23.95 acre tract of land that is delineated on plat entitled in part, "Edwin M.
Sawyer Heirs', prepared by Charles Brown, III, Registered Surveyor, under date of
November 26, 27 and 28, 1990, said tract being known as the Sutton or Wilkins tract with
reference being made to Deed Book 16 at Page 263 (Tract Two), said tract of land bounded,
now or formerly, as follows: on the North by properties of William C. Lee, William C.
Bowser, and Harry Bronstein; on the West by property of Harry Bronstein; on the South by
property of C & L Concrete and Florence Combs, and on the East by U.S. Highway 158, all
as shown on the aforesaid plat, which is incorporated herein by reference.
The property hereinabove was acquired by Grantor by instrument recorded in
A map showing the above described property is recorded in Plat Book Page

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HYMAN 0
ROBEY
October 15, 2009
OCT 1 9 2009
Mr. Bill Moore
Dept. of Environment and Natural Resources (�t(f _'r! s ; 1'
Water Quality Section t.. Received
943 Washington Square Mall Waro DWN
Washington, NC 27889 OCT' 9 20O9
Subject: Stormwater Management Permit
Minor Commercial Subdivision for Russell Twiford
Rosabelle Court
Proj. # 080256
Dear Mr. Moore:
Per our discussion and your review of our planting detail for the detention pond, please accept
these two copies of sheets 6 and 7 containing the updated pond details.
Please call me if you have any additions questions or concerns. Thank you for your assistance
with this project.
Si nf erely,
Kimberly D. Han1by
Sr. Project Manager
cc: file
Mr. David Cross
P. O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
w .hymanrol ey.com