SW7011204_HISTORICAL FILE_20011207

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW'%OODi
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
aedrla�-7 �
YYYYMMDD

- man & Robev _
ConsAlting Engineers and Land Surveyors [phone] Office
(252) 338-291.3 Office
[phone] Fox
December 5.2001
Mr. Bill Moore
Dept. of Environment and Natural Resources RECEIVED
Water Quality Section
943 Washington Square Mall
Washington, NC 27889 DECK —1 7� 2001
DWQ-WARO
Subject: Stormwater Management Permit
Magnolia Woods
Project # L-863
Dear Mr. Moore:
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of sheets 2.4, & 5 of the plans for Magnolia Woods
2. The original and one (1) copy of the Stormwater Exemption Application
and Wet Detention Basin Supplement.
3. Two (2) copies of the project description and calculations.
4. Check in the amount of $420.00 for the required fee.
If you have any questions, please do not hesitate to call this office at
[phone].
Sincerely,
Sean C. Robey, P.E.
Kimberly D. amby
Engineering Assistant
cc: Tideland Dev. Corp.
file
529 S. Hughes Blvd., Elizabeth Cite, NC 27909

PROJECT DESCRIPTION
MAGNOLIA WOODS
Residential Subdivision
Elizabeth City - North Carolina
RECEIVED
DEC - 7 2001
DWQ-WARO
Magnolia Woods is a proposed residential development located on the west side
of Elizabeth City at the end of Ranch Drive (SR 1190). The tract contains a total of 8.4
acres with approximately 1.23 acres of land that is not developable. The development will
contain 21 residential lots.
Development will involve construction of appro\imately 990 if of paved road,
concrete sidewalk. watermain, L_Travity sewer, sewer force slain, one stormwater detention
pond and necessary drainage ditches The mialmum lot size for this project is I O.000 sf.
Maximum impervious area For the development has been set based on a per lot maximum
of 4,500 sf. Other items contributing to the impervious area are 0.78 acres of-' roadway
and 0.1 1 acres of sidewalk. The total maximum impervious area for the site is 3.06 acres
or 36.39%.
The subdivision is desi-ned to direct stormwater runoff from all of the impervious
areas to the detention pond. Lots 1-9 and 17-19 have lot lone swalcs designed to drain
from the rear setback of the lots to the roadway. The drainage from Timber Trail and the
rear of lots l 1-16 is routed to the detention pond through a grass lined swale with 3:1 side
slopes. The drainage from Ranch Drive is collected in curb and gutter and an
utide ruround collection system that drains to the detention pond. The detention pond is
designed for 90% TSS renhovai it will be 6' deep with a permanent pool elevation of 6.0.
The outflow structure drains directly to swamp at the rear of the site. The swamp is a
portion of the wetlands of Knobbs Creels. The site is composed primarily of Drauston
soils.
The disturbed area for development is 7 acres. This area includes the entire site
exceptin<` 1.4 acres that include the swamp area.

s
PERMANENT POOL DETENTION PONDS
DESIGN OF POND
Mai-nulia Woods
10 Yr, 24 Hr Storm
DETENTION POND
Robev Associates Engineering
529 South Hughes Blvd.
Elizabeth Citv, NC 27909
(252)-335-1888
1 1/28/01
Page I
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
l .5
1.4
1.2
30%
3.5
3.0
2.7
2.5
2.2
L9
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
3A
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
80%
9A
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
I00%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
WATERSHED AREA: 8.4 ACRES
WATERSHED % IMPERVIOUS: 40 %
PERMANENT POOL ELEVATION: 6 FT
DESIGN PERMANENT POOL DEPTH: 6 FT
SA/DA PERCENTAGE FACTOR: 2.1 %
POND SURFACE AREA REQ-D:
FOREBAY AREA:
AT WIDTH = 0.33 LENGTH,
WIDTH =
LENGTH =
Use these dimensions
7684 SF
2305 SF
6.5 FT
7.0 FT
7.5 FT
0.3
0.2
0.1
1.0
0.9
0.6
1.3
1.1
0.8
1.8
1.4
1.1
2.3
1.9
1.5
2.9
2 A
1.9
3A
2.9
2.3
4.0
3.4
2.8
4.6
3.9
3.3
5.1
4.3
3.6
RECEIVED
DEC - 7 2001
DWQ-WARO
(FRO?I ABOVE TABLE - TAKEN FRO.N1 MIG-N OF STORM WATER
CONTRO4 FACILITIES WORKSHOP MANUAL - PENC 1983)
50.6096 LF (BASED UPON MINIMUM SURFACE AREA)
151.829 LF
WIDTH 63.76 LF
LENGTH 140 LF
VOLUME OF 1" RAINFALL.
AREA OF ROOFS: 2.17 AC
AREA OF PARKING/CONCRETE: 0,89 AC
AREA OF GREEN AREAS: 5.34 AC
VOLUME OF RUNOFF 14823.1 CF
STORAGE DEPTH FOR MINIMUM AREA =
ELEVATION OF 1" RAINFALL = 7.66
Normal Pool Elevation
6
V01_fCF)=l(RO(:)1'*1.(}) (PARKING*.95)+(GRASS*0.2)i*43.560/12
1.66 FT

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0.08578 CFS
Q(5 DAYS) = 0,03431 CFS
V RUNOFF STAGE 1.66 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
I" RUNOFF OUTLET DEVICE: 1.58408 INCH DIA HOLE
A=[Q/(Cd*SQRT(2gh))]* 144
Rad.=SQRT(A/PI)
Dia.=2*Rad.
DIAMETER OF HOLE TO USE: 1.75 INCH DIAMETER
I" STORM RUNOFF DRAWDOWN TIME 2.34105 DAYS
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
Qp = Peak Discharge — 22 cf's
Tc = Time of Concentration = 37.8 min
Calculation of Tp (Time to Peak)
From SCS NEH 4, page 15-7 Eqn, 15.4
Lag Time (L) _ (l10.8*(S+1)10.7)/(1900*Y^0.5) for L in Firs
where: I = hvdraulic length of watershed (ft)
S = (I OOO/CN)-10
CN = approximateiv same CN from TR-55
Y = avg. watershed land slope in °'o
S = (1000/CN)-10 = 1.76471
1.= 0.22536 lirs
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 NE14 4, page 16-8 Eqn. 16,12
D = 0,133 tc
where: Tc = Time of Concentration (hrs) - (See Tr-55 Printout)
THEREFORE: D = 0.08379 hrs
Tp
= 0.26725 hrs
= 16.0352
min
Volume under Hydrograph
= 1.39 * Qp * Tp =
29421.3
Cnhic Feet
Page 2
800 ft
1.76471
85
= I Rio

Inflow Hydrograph
SCS Dimensionless Hvdrograph
Time Discharge Time Discharge Volume
Ratio Ratio hr cfs cf
0.00
0.00
0.00
0.10
0.03
0.03
0.20
0.10
0.05
0.30
0,19
0.08
0.40
0.31
0.11
0.50
0.47
0.13
0.60
0.66
0.16
0.70
0.32
0.19
0.80
0.93
0.2 I
0.90
0.99
0.24
1.00
1,00
0,27
I.10
0.99
0.29
1.20
0.93
0.32
1.30
0.86
0.35
1.40
0.78
0.37
1.50
0.68
0.40
1.60
0.56
0.43
1.70
0.46
0.45
1.80
0.39
0.48
1.90
0.33
0.5 4
2.00
0.28
0.53
2.20
0.21
0.59
2.40
0.15
0.64
2.60
0.1 1
0.69
2.90
0.08
0.75
3.00
0.06
0.80
3.20
0.04
0.86
3.40
0.03
0.91
3.60
0.02
0.96
3.80
0,02
1.02
4.00
0.01
1.07
4,50
0.01
i .20
5.00
0.00
1.34
Volume under hydrograph =
0
1 63
2 212
4 402
7 656
10 995
15 1397
is 1736
20 1968
77 2495
22 2117
22 2095
20 1968
19 1820
17 1651
15 1439
42 1185
10 974
9 825
7 698
6 593
5 876
622
2 453
2 326
1 233
1 169
1 123
0 89
0 63
0 47
0 53
0 {)
27946 cf
Page 3
Based upon runoff Volume = 29421.3 cf Depth req'd for minimum area = 3.29599 ft

STAGE STORAGE FUNCTION OF POND
Page 4
(FOR RECTANGULER DETENTION POND ONLY)
Pond Side Slope (M) _
Minimum surface area taken at normal
water [eve[
BASIN AREA
[NCR
ACCUM
VOLUME VOLUME
STAGE
In s
1n Z
7_ est
Elevation
S
L
sf
cf
cf
ft
8926
0
0
0
Surface area
at normal pool
6
9547
4618
4618
0.5
8.44
-0.69
0.55
6.5
I W 95
4933
9551
1
9.16
0.00
1.04
7
10841
5257
14808
1.5
9.60
0.41
1.52
7.5
11516
5589
20397
2
992
0.69
2.00
8
12208
5931
26329
2.5
10.18
0,92
2.50
8.5
12918
6281
32609
3
10.39
1,10
3.01
9
13646
6641
39250
3.5
10.58
L25
3.54
9.5
14393
7010
46260
4
10.74
1.39
4.08
10
15157.
7387
53647
4.5
10.89
1.50
4.64
10.5
15939
7774
61422
5
11.03
1.61
11
Regression
Output:
Constant
9.34346
Ks = S/Z"b
= 9160.681
Sid Err of Y Est
0.00969
R Squared
0.99962
No. of Observations
7
Decrees 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)
STAGE DISCHARGE
(FOR RISEWBARRELL SPILLWAY
W EMERGENCY
WEIR)
RISER
Dr =
15
Riser Dia. (in)
Etop =
20.00
Elev.Top Riser (ft) 9.30
Cwr =
3.33
Riser weir coeff
Cdr -
0.60
Riser orifice coeff
I -I l n =
5
`umber of Holes
[lid =
3
Hole Dia. (in)
EH l =
20.00
Elev. Holes (1)
H2n =
5
Number of Holes
H2d =
2
Hole Dia. (in)
EH2 =
20.00
Elev. Holes (2)
Han =
0
Number of Holes
Had =
2
Hole Dia. (in)
EI-13 =
20.00
Elev. Holes (3)
BARREL:
Db =
12
Barrel Dia. (in)
Einv -
20.00
Elev Invert Barrel (ft) Barrell Adjustment Factor
Cdb -
0.60
Barrel orifice coeff
3
0

EIMERGENCY WEIR
Page 5
CW
=
3
Weir coeff
Ecr
=
7.66
Elev Weir coeff (ft)
Lw
-
10
Weir Length (ft)
Riser
Riser
Riser
Elevation
}sole
Hole
Hole
Riser Riser
Barrel
Principal
Emergcy
Total
(1)
(2)
(3)
(weir) (orifice)
Spillway
Weir
O«tflOW
6.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
6.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
6.01
0.0
0.0
0.0
0.0
0.0
0'.0
0.00
0.0
0.00
6.05
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
6.10
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
6.19
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
6.30
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
6.46
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
6.64
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
6.83
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
7.03
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
7.23
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
7.42
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
7.60
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
7.76
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.9
0.89
7.89
0.0
0.0
0.0
0.0
0.0
0.0
0.00
3.3
3.34
7.99
0.0
0.0
0.0
0.0
0.0
0.0
0.00
5.6
5.61
8.04
0.0
0.0
0.0
0.0
0.0
0.0
0.00
7.1
7.09
8.07
0.0
0.0
0.0
0.0
0.0
0.0
0.00
7.8
7.79
8.07
0.0
0.0
0.0
0.0
0.0
0.0
0.00
s.0
7.97
8.07
0.0
0.0
0.0
0.0
0.0
0.0
0.O0
7.8
7.81
8.04
0.0
0.0
0.0
0.0
0.0
0.0
0.00
7.0
7.05
8.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
5.9
5.94
7.96
0.0
0.0
0.0
0.0
0.0
0.0
0.00
4.8
4.81
7.91
0.0
0.0
0.0
0.0
0.0
0.0
0.00
3.9
3.86
7.88
0.0
0.0
0.0
0.0
0.0
0.0
0.00
3.1
3.07
7.85
0.0
0.0
0.0
0.0
0.0
0.0
0.00
2.4
2.45
7.82
0.0
0.0
0.0
0.0
0.0
0.0
0.00
2.0
1.96
7.90
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.6
1.57
7.78
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.3
1.27
7.77
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.0
1.03
7.73
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.6
0.59
7.71
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.4
0.36

Wage 6
ROUTING OF INFLOW HYDROGRAPH THROUGH POND AND OUTFLOW DEVICE
Total
Riser
Riser
Riser
Barrel
Emem
Time '
1nnow
Storage
Stage
Outflow
Holes
(weir)
(orifice)
Spillway
t(hr)
cis
cf
Elevation
cfs
(1+2+3)
cfs
cfs
cfs
cis
cfs
0.000
0
0
6.00
0.00
0.00
0.00
0.00
0.00
0.00
0.027
1
0
6.00
0.00
0.00
0.00
0.00
0.00
0.00
0.053
2
63.4993
6.01
0.00
0.00
0.00
0.00
0.00
0.00
0.080
4
275,164
6.05
0.00
0.00
0.00
0.00
0.00
0.00
0.107
7
677.326
6.10
0.00
0.00
0.00
0.00
0.00
0.00
0.134
10
1333.48
6.19
0.00
O.00
0.00
0.00
0.00
0.00
0.160
15
2328.31
6.30
0.00
0.00
0.00
0.00
0.00
0.00
0.187
18
3725,29
6.46
0.00
O.Oo
0.00
0.00
0.00
0.00
0.214
20
5460,94
6.64
0.00
0.00
0.00
0.00
0.00
0.00
0.241
22
7429.41
6.83
0.00
0.00
0.00
0.00
0.00
0.00
0.267
22
9524.89
7.03
0.00
0.00
0.00
0.00
0.00
0.00
0.294
22
11641.5
7.23
0.00
0.00
0.00
0.00
0.00
0.00
0.321
20
13737
7.42
0.00
0.00
0.00
0.00
0.00
0.00
0.347
19
15705.5
7.60
0.00
0.00
0.00
0.00
0.00
0.00
0.374
17
17525.8
7.76
0.89
0.00
0.00
0.00
0.00
0.89
0,401
15
19090.8
7.89
3.34
0.00
0.00
0.00
0.00
3.34
O.428
12
20209.8
7.99
5.61
0.00
0.00
0.00
0.00
5.61
0.454
10
20854
8.04
7.09
0.00
0.00
0.00
0.00
7.09
0.491
9
21145.9
8.07
7.79
0.00
0.00
0.00
0.00
7.79
0.508
7
21222.1
8.07
7.97
0.00
0.00
0.00
0.00
7.97
0.535
6
21153.5
8.07
7.81
0.00
0.00
0.00
0.00
7.81
0.588
5
20836+8
8.04
7.05
0.00
0.00
0.00
0.00
7.05
0.641
3
20357.3
8.00
5.94
0.00
0.00
0.00
0.00
5.94
0.695
2
19935.9
7.96
4.81
0.00
0.00
0.00
0.00
4.81
0.748
2
19362.5
7.91
3.86
0.00
0.00
0.00
0.00
3.96
0.802
1
18946.2
7.88
3.07
0.00
0.00
0.00
0.00
3.07
0.855
1
18587.6
7.85
2.45
0.00
0.00
0.00
0.00
2.45
0.909
1
18286.2
7.82
1.96
0.00
0.00
0.00
0.00
1.96
0.962
0
18032.5
7.80
1.57
0.00
0.00
0.00
0.00
1.57
1.016
0
17818.8
7.79
1.27
0.00
0.00
0.00
0.00
1.27
1.069
0
17637.7
7.77
1.03
0.00
0.00
0.00
0.00
1.03
1.203
0
17257.5
7.73
0.59
0.00
0.00
0.00
0.00
0.59
1.336
0
17027.4
7.71
0.36
0.00
0.00
0.00
0.00
0.36
8.07338 = maximum stave elevation
7.97349 = maximum discharS(ye

MONTERO'S
Detention Pond
10 yr STORM
I
25
1
l
1
3man
9
20
15
.
i
A+
—a— INFLOW (cfs)
'
-,— OUTFLOW (cfs)
10
r
0 a^,w�+►iNAOAAAAi�
@.W.@�OW�»--�•y =L~
0.000
0,500
1.000 1,500
Time (hrs)

r
TR-55 GRAPHICAL DISCHARGE ?METHOD VERSION 1.11 `
Project MAGNOLIA WOODS User: KDH Date: 11-2675�01
County PASQUOTANK State: NC Checked: Date:
Subtitle: AREA THAT DRAINS TO POND THROUGH PIPED SYSTEM
Data: Drainage Area 3.53 Acres
Runoff Curve Number 85 {
Time of Concentration: 0.63 Hours
Rainfall, Type IT
Pond and Swamp Area NONE
I Storm Number 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1
1---------------------- I------ I ------ I ------ I ------ 1------ I ------ I ------ I
I Frequency (yrs) i 1 1 2 1 5 1 10 J 25 1 50 1 100 1
I 1 I I i I I I I
124-Hr Rainfall (in) 1 3.5 1 4 1 5.5 1 6.3 1 7.1 1 8.3 1 9.1 1
I ! I I I I I I I
Ia/P Ratio ! 0.10 1 0.09 1 0.06 1 0.06 10.05 1 0.04 1 0.04 1
I i I I l I I I
Used 0.10 J 0.10 1 0.10 0.10 f 0.10 1 0.10 1 0.10 1
f I 1 I 1 I I I I
I Runoff (in) 1 2.02 1 2.46 1 3.83 f 4-59 1 5.35 1 6.50 7.28 1
I Unit Peak Discharge 10.i30 10.731 10.731 10.731 10.731 10.731 10.731 1
I (cfs/acre/in) I I I I 1 I
I I ! 1 I I I I I
1 Pond and Swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00
1 0.0% Ponds used I I I I I I I
---------------------- I ------ I ------I------ I ------ I ------ I ------ I --------I
1 Peak Discharge (cfs) 1 5 1 6 1 10 1 12 1 14 1 I7 1 19 1
- Value(s) provided from TR-55 system routines
RECEIVED
DEC - 7 2001
DWQ-WARO

TR-55 CURVE NUMBER COMPUTATION VERSION 1.11
Project MAGNOLIA WOODS User: KDH Date: 11-26
County : PASQUOTANK State: NC Checked: Date:
Subtitle: AREA THAT DRAINS TO POND THROUGH PIPED SYSTEM
Subarea : 3.53
-------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Open space (Lawns,parks etc.)
Good condition; grass cover > 75% - - 1.90(71) -
Impervious Areas
Paved parking lots, roots, driveways - - 1.63(98) -
Total Area (by Hydrologic Soil Group) 3.53
SUBAREA: 3.53 TOTAL DRAINAGE AREA: 3.53 Acres WEIGHTED CURVE NUMEER:85*
-------------------------------------------------------------------------------
- Generated for use by GRAPHIC method

TR-55 Tc and
Tt THRU SUBAREA
COMPUTATION
VERSION
1.11
Project MAGNOLIA WOODS
User: KDH Date:
County PASQUOTANK
State: NC
Checked:
Date:
Subtitle: AREA THAT DRP_INS TO
POND ALONG REAR
OF LOTS 11-16
-------------------------------------------------------------------------------
Flow Type 2 year Length
'Slope Surface
n Area
Wp Velocity
Time
rain (ft)
(ft/ft) code
(sq/ft)
(ft) (ft/sec)
(hr)
Sheet 4 75
005 F
C.294
Shallow Concent'd 210
.0035 P
0.049
Shallow Concent'd 580
.003 U
0.182
Time of
Concentration =
0.53T
--- Sheet Flow Surface Codes ---
A Smooth Surface
F Grass, Dense
--- Shallow
Concentrated
---
B Fallow (No Res.)
G Grass, Burmuda ---
Surface Codes
---
C Cultivated < 20 % Res.
H 'Woods, Light
P Paved
D Cultivated > 20 % Res.
I Woods, Dense
U Unpaved
E Grass -Range, Short
- Generated for use by GRAPHIC
method

TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1.11
Project MAGNOLIA WOODS User: KDH Date: 11-26--94 b1
County PASQUOTANK State: NC Checked: Date:
Subtitle: AREA THAT DRAINS TO POND ALONG REAR OF LOTS 11-16
Data: Drainage Area 2.68 * Acres
Runoff Curve Number 85
Time of Concentration: 0.53 * Hours
Rainfall Type IT
Pond and Swamp Area NONE
I Storm Number I 1 1 2 1 3 1 4 1 5 1 6 1 7 1
1---------------------- I------ I------ I ------ I------ I------ I------ I------i
I Frequency (yrs) I 1 1 2 1 5 10 I 25 50 1 100 !
24-Hr Rainfall (in) 1 3.5 I 4 1 5.5 I 6.3 1 7.1 1 8.3 1 9.1
I 1 I 1 I I I I I
1 Ia/P Ratio i 0.10 1 0.09 1 0.06 1 0.06 10.05 1 0.04 1 0.04 1
I I I I I I I 1 I
I Used 1 0.10 1 0.10 1 0.10 10.10 10.10 10.10 1 0.10 1
I I I I I I i I I
i Runoff (in) 1 2.02 1 2.46 1 3.83 14.59 1 5.35 6.50 1 7.28 i
I I I f I I I !
Unit Peak Discharge 10.801 10.802 0.802 10.802 10.802 10.802 10.802
i (cis/acre/in) I I I I I
I f I I I I I I i
1 Pond and Swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 1
I 0.0% Ponds Used I I I i I i I I
---------------------- I ------ I ------ I ------I------ I ------ I ------ I ------ I
I Peak Discharge (cfs) 1 4 1 5 1 8 1 10 1 11 1 14 1 16 1
-------------------------------------------------------------------------
-------------------------------------------------------------------------
- Value(s) provided from TR-55 system routines

TR-55 CURVE NUMBER COMPUTATION VERSION 1.11
Project MAGNOLIA WOODS User: KDH Date: 11-26-'q'?'b1
County PASQUOTANK State: NC Checked: Date:
Subtitle: AREA THAT DRAINS TO POND ALONG REAR OF LOTS 11-16
Subarea : 2.68
-------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CM)
--------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Open space (Lawns,parks etc.)
Good condition; grass cover > 75% - 1.44(74)
Impervious Areas
Paved parking lots, roots, driveways - - 1.24(98) -
Total Area (by Hydrologic Soil Group) 2.68
------------------_--------------------------------------------------------------
SUBAREA: 2.68 TOTAL DRAINAGE AREA: 2.68 acres WEIGHTED CURVE NUMEER:85
-------------------------------------------------------------------------------
I - Generated for use by GRAPHIC method

TR-55 Tc and
Tt THRU SUBAREA
COMPUTATION
VERSION
1.11
Project MAGNOLIA WOODS
User: KDH
Date: 11-26
s2'O1
County PASQUOTANK
State: NC
Checked:
Date:
Subtitle: AREA THAT DRAINS TO
POND THROUGH PIPED SYSTEM
-------------------------------------------------------------------------------
Flow Type 2 year Length
Slope Surface
n Area
Wp Velocity
Time
rain (ft)
(ft/ft) code
(sq/ft)
(ft) (ft/sec)
(hr)
-------------------------------------------------------------------------------
Sheet 4 120
.005 F
0.429
Shallow Concent'd 360
.0053 P
0.068
Shallow Concent'd 435
.0019 P
0.136
Time of Concentration.
=
0.63-
--- Sheet Flow Surface
Codes ---
A Smooth Surface
F Grass, Dense
--- Shallow
Concentrated
---
B Fallow (No Res.)
G Grass, Burmuda ---
Surface Codes
---
C Cultivated < 20 o Res.
H Woods, Light
P Paved
D Cultivated > 20 o Res.
I Woods, Dense
U Unpaved
E Grass -Range, Short
" - Generated for use by GRAPHIC
method

SOSID: 0571002
Date Filed: 3/22/2013 11:23:00 AM
State of North Carolina Elaine F. Marshall
Department of the Secretary of State North Carolina Secretary of State
ARTICLES OF DISSOLUTION BY BOARD OF DIRECTORS AP9C201347841803
BUSINESS CORPORATION
Pursuant to §55-14-0.of the General Statutes of North Carolina, the undersigned corporation hereby submits the following Articles of
Dissolution for the purpose of dissolving the corporation.
1. The name of the corporation is: Tideland Development Corporation
2. The names, titles, and addresses of the officers of the corporation are:
J. Garland Scott, 740 Hwy158, Elizabeth City, N. C. 27909 President
Joseph S. Winslow, Jr. , PO Box 2386, Elizabeth City, N. C. 27906 Sec./Tres.
3. The names and addresses'of the directors of the corporation are_—
J. Garland Scott, 740 1lw. 158,Elizabeth'City, N. C. 27909
Joseph S. Winslow, Jr., PO Box 2386, Elitiabet:h City, N. C. 27906
4. The dissolution of the corporation was authorized on the 31 day of December , 2012
5. Shareholder approval for the dissolution was obtained as required by Chapter 55 of the North Carolina General Statutes.
6. These articles will be effective upon filing, unless a delayed date and/or time is specified:
This the 31 day of Dec. 2012
on
Nam Ora
Sig ature
Joseph S. Winslow, Jr. Sec.
Type or Print Name and Title
NOTES:
1. Filing fee is $30. This document must be filed with the Secretary of State.
(RevisedJanuary 2000) {Form B-06)
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH. NC 27626-0622

Pasquotank County Tax Query Results Page 1 of 2
PASQUOTANK COUNTY RESIDENTIAL PROPERTY INFORMATION
Tax Info Mans Sales Election Into Other
Location: 00153 Acct: PIN: MAP: Deed: Deed Date:
RANCH DR 107724 891303240036 P89A 880/732 20051014
POND AREA 255
Owner
REGEL, JAY K &
JAN ET G
152 RANCH DR
ELIZABETH CITY, NC 27909.
Assessment
Prior Land: $400.00 Current $1,000.00
Land
Prior Bldg: $0.00 Current $0.00
Prior Total: $400.00 Current $1,000.00
Total
Taxed Acres: 1.015 Last Update:
*Estimated* 2013 City Tax: $ 4.95
*Estimated* 2013 County Tax: $ 6.30 20130514
Click here to send Pasquotank County a better/correct picture. PID:
0061280
DATE SALES TYPE SALE PRICE SOURCE
ASSESSMENT DEED BOOKIPAGE
2.0051014E7 LAND ONLY 0.0
0.0 880/732
LAND TYPE SIZE
MKT Value
RESIDUAL 38443.0 SQ FT
$ 380.00
SITE OPEN 0.132 ACRES
$ 660.00
DWELLING DATA (SEE DISCLAIMER)
COST DATA
STYLE BASE PRICE
$ 0.00
STORY HEIGHT 10.0
PLUMBING ADJ
$ 0.00
ATTIC HEATING/AC ADJ
$ 0.00
BEDROOMS 10
EXTERIOR TRIM
$ 0.00
TOTAL ROOMS 10
FINISHED BASEMENT ADJ
$ 0
FULL BATHS 10
FIREPLACES
$ 0.00
HALF BATHS 10
ADDITIONS
$ 0.00
YEAR BUILT 10
SUBTOTAL
$ 0.00
YEAR REMODELED 10
GRADE FACTOR
0.0
GROUND FLOOR AREA 10.0
REPLACEMENT COST
$ 0.00
TOTAL LIVING AREA 10
PERCENT GOOD
0%
CONDITION i
RCNLD
$ 0.00
DISCLAIMER: DWELLING DATA BASED ON OBSERVATION AND MAY NOT REFLECTACTUAL VALUES. DWELLING DATA DOES NOT
AFFECT THE VALUATION OF PROPERTY.
10111 0-111I 1111 0 ."bTti Ir 1
http://www.co.pasquotank.ne.us/GIS/Tax/taxcard.cfm?PIN=891303240036 3/20/2014

r Y '!; - .� e J ,..`
�-�_ yr _.�i�' � ,.,� _ Q. - 1' � r� rilG ti.',j' kL� T�' ,' � •Ur n7 ���r�i�t. `c,
fj
rl
LP f
'L�J�l'1'JCl(�/ 1 } �ro `1�'[ �-•� r �,7,` �*'' K F � i• a� ��, �� �..
r-•�' r r J�'� �,�, t� -
6�- - -'' j� !_ "ti �} i; :•r�-{ L•�`n73 "v�,,}}fr .,,4� �n�'R��. _ � t�� �M.� tr 1-� �_- _ '•'� rl�E'� �,.
47 1T.
,
`�' � ' ^V i { '� �1i��-�: f'. •f^� raT� �r 1 ! V �1�5�'• 4
1 • t 1.� f' cY S ,st! [. tr ci �Y' chi
72
Ae
OEM M,
x' �. ! S Tt ,Y i �' I 4S ��y(Sv r.,'# .� �. ; .1- Yjs ,.r l 1f1 �(t'✓,.{ ' Z
j __' 1 � a Ottt . • �-« s e, " p / + � y�-'� � • '+ �i, c �;lj`• �.J}-!'� "a' L�fi+ ` ,� ": � � v.
PJ€#�1�r.«�� ri c•,.- ♦c l+f+i. k� �' �yY-iL.tiS_. �, r3'.- r-'.,r��.!
a - � '� }.1.[M "` � l `S � � .'� y ���}}} t--'ham. �•• �?s- � E r ._�T Y. ��^� � 3`:'Y'i"" t� .i, r' . �i: i��� �'�5+ � �_ � -,_'- jl
�� -•°' r`� ?'d� � � --•- .'� _r y t ')� T � C� - 1`r"' i• - �� �.� =� ;�3 ,. '\ � � � ` �Jj• � . �p � . � "fin _ t ! • _:P+'C` '� �.��
.ai�_ � 738' �' � '�i t ►" �r � /1 ` � � � `fitp t � r �-:.� " x ^? �_, � }' . a'#.gT'r.,>, f �,� • [ .� �,�.,>- :,�•
�, "r�af� .tir.r, ,�. ly .yam �``. �� jF C"�%���'!�` �'� �; �LF °r' tiKti� F .��.���k - cv�7�"�•�'"�ti- .� r -1, �.�� .L�„`�"=?��
1i\ � ` �J � ' _;Y j 4 tE k.i}�� •-g �. �'�Y �y w�ti rah .}z- �,, ..f� +�. � �T •-.} .--T; 1, t�yVi^sr •t':� �' .�
• 1 h r i ~ Jl I}. ty ' J" Z . i r �x r r' � , Y y '. s `
1" = �s 1i T1, i ,i' i,y jJ 4. iJ� •;'' _•�' _ c _}}F ;�
' �" -1 ! '."`� S ``r « r -i : �.1 Ff�i • i t w �Y � ti ?..e' �� ? Y_'.4. `$' J F Y. ��4 ..a+.. ZJ '• , ]. f ,� ! . �� cC
? t4���, -j•-• ,F- . �. r �..�t;. � j~ ,S, l � f ti`�y� 7r`f { ' -�' ?� ';` � i.�''{ ;"r �Y ,�'r+ � a �'.��+i4+ r �� + �" ,J• � � � r�j,>.,?,.
y.f'fsC :$� y •t;r �-. 'a z, �{.�� SS l�_ ��. ! F i.`�1. �,'`.��S'�; i k�., _ - ri`� � _�'� � °.����� ✓
' Vl�t�'�r 1: �� � a "}� �� i]43 1t F4k:. *s ��. r' � q g.r_ •�.Fi �[ .���: � ..�� �� � � •� % � _ � i �
. �ii •� � ' .Y,�� � ,( '` �. � v r S .� � �.l.ti.r �=� '".: j�jT'• t .}, - � ��.-' r` �'•� rl<'� ;1
-�L y.F i '� - ht � ,� ',3 r 4`i.... F . `ill 1" �'�'"'' - "£' � F , �„- � > ��� r�r- r/ XF ids- - !�- 7'r•�M-". '.T r [' `+C f{��' ; .i
Lx. +�; i�,i ye` 1 -\r. _ ',ri'
"jw
'^i•�Y �+=i�.-�'� •.•f;`}� •`:y.,. �E,�IK'��'ryr'i'i�,►l:4t': ��-.�w t%�QT' ^fit,{,L-GDys� �[�i�O�"r�J .M '}�-:r1:
...�rlYC.iis
: Will -'k�.'•y
.� � yl�. -s 3 _���`r .��F� r,;�. "•* � 7-, �� -��•� C+. Ti'-
^-� �9 T� - 3 i �tS- :J=� + - F. "+-�. •� �. � t 1 � �l�'f � � e^: � � _ � t � �j'., ° ",.. � * }•Tyyp'—$VL��', u5 a : �;y
r(- Vl
, f.r s 11 .r �' G Y , ; r„�� r -- :aw'r - - q, !�"C�,' T �- '^,'�,- l•u' { �c-.,1t Jiyr- 1' L�t.. F
y is T■Ji� CJ �t ,;` E� L f^. Tj 2 y - {rCj ��" i-'i.. ` �1 k,fr r'�+(?!r L% Ftsi
♦ ., � � a ¢f. � ` � ' ` , ,�-' r - ,�• as.� ,•�� Y �1% y r• ., y �� � � 7"� V�:r�/':�iAi:�'r„ -'r r � �. .� `` } �=
.�, � f'kS �t � C� ..� � - �-�..Y • � � E J` �i'. �'ii \ -r � 1 j. G � _f� ' [ y _ 1 �• �(�i _ ^�' S_ .�� '�,,
— St, .« � �''s$�- : �.r^' - J '�' ` - � � : z.� di.�.t�.�"�1.�" • � ,_ ..aa�o _ - -� ` s -• �' F_ `-��'+?� .€-� - r� .. c�

North Carolina Secretary of State
Page 1 of 2
Acco
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 3/2012014
Click here to:
View Document Filings I File an Annual Report I
J Print a pre -populated Annual Report Form I Amend A Previous Annual Report I
Corporation Names
Name
Name Type
NC TIDELAND DEVELOPMENT
CORP.
LEGAL
Business Corporation Information
SOSID:
0571002
Status:
Dissolved
Effective Date:
11/21/2000
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Registered Agent
Agent Name: WINSLOW, JOSEPH S, JR
Office Address: 857 HALSTEAD BLVD
ELIZABETH CITY NC 27906
Mailing Address: 857 HALSTEAD BLVD
ELIZABETH CITY NC 27906
Principal Office
Office Address: 857 HALSTEAD BLVD
ELIZABETH CITY NC 27906
Mailing Address: P 0 BOX 2386
ELIZABETH CITY NC 27906
Officers/Company Officials
Title: PRESIDENT
Name: J GARLAND SCOTT
Business Address: 1311 CAMP GROUND
ELIZABETH CITY NC 27909
Title: SECRETARY
Name: JOSEPH S WINSLOW JR
Business Address: 120 HUNTER'S TRAIL W.
ELIZABETH CITY NC 27906
Stock
https://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=5292517 3/20/2014

A 7-r;A'
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Pat McCrary Charles Wakild, P. E.
Governor Director
March S, 2013
Mr. Garland Scott, President
Tideland Development Corporation
857 Halstead Blvd.
Elizabeth City, NC 27909
Natural Resources
Subject: NOTICE OF INSPECTION
Permit No. SW7011204
Magnolia Woods
Pasquotank County
Dear Mr. Scott:
WxRO
John E • Skvarla, Ill
Secretary
On February 27, 2013, Roger Thorpe of the Washington Regional Office of the Division of Water Quality
(DWQ) inspected the Magnolia Woods development located at the end of Ranch Drive in Elizabeth City, NC
to determine compliance with Stormwater Management Permit Number SW7011204, which was issued on
December 21, 2001. The DWQ site inspection revealed that the project is in not in compliance with the
gp rovep d permit.
Condition 11. 6. Of the permit requires that upon completion of construction and prior to operation of the
permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with the permit and approved plans and
specifications. This office has no record of receiving the required certification. Conditions 11. 2. & 3. of the
permit require that the stormwater treatment facility be properly operated and maintained. At the time of the
inspection woody vegetation was observed growing in the forebay and the overflow weir. This woody
vegetation needs to be removed.
Please be advised that you are required to comply with the terms, conditions and limitations of your
Stormwater Management Permit under Title 15A North Carolina Administrative Code 2H .1003 and North
Carolina General Statute 143-214.7, including operation and maintenance of your permitted stormwater
system. Please advise when the repairs have been completed. A follow up inspection will be conducted in the
near future. A designer's certification should be submitted within 30 days.
Please be advised that violations of your Stormwater Management Permit may be subject to the assessment of
civil penalties of up to $25,000 per day per violation. If you have any questions please contact me at the
Washington Regional Office, telephone number [phone].
Sincerely,
Roger K..Thorpe
Environmental Engineer
Cc Hyman & Robey
North Carolina Division of Water Quality
943 Washington Square Mail
Washington, NC 27889
Phone. [phone] FAX: [phone]
Internet: www.ncwate ualit .or
An Equal Opportunity 1 Affirmative Action Employer
No rthCarolina
Naturally

,3 ( (3 1 �3
r Cl�z. I/i/ . N s l r v✓ �i J Z �.. _
J
k 5'ars
5v(,/ U (f f ;4L tali
gp� w
a Wfil 6a^t4- 'Z5Z — 35-
Ca r- i- -s-.- �� .i. �K �7 � :..c r j- � f - ate► • Sr . l b,� ,