SW6140103_HISTORICAL FILE_20140228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEl'��p�IS
YYYYMMDD

Stormwater
Calculations
For
Caropines Ph 1
Southern Pines, North Carolina
Clia'N, FEB 2 8 2014
2 j z 2oiy
Prepared by:
Hobbs, Upchurch & Associates, P.A.
135 W. Connecticut Ave., Suite D
Southern Pines, NC 28387
February, 2014

Caropine's Phase 1
2/27/2014
STORMWATER NARRATIVE
PROJECT DESCRIPTION:
The Project is the continuation of the development of the golf course community of the
Caropines (formally known as the Carolinas) in Southern Pines, North Carolina.
The coordinates to the center of the projects are: N 35.2278, W 79.3861.
The project of focus is "Phase 1" which is located off of Avenue of the Carolinas within
the Caropines development, formally known as The Carolinas. This phase will include
infrastructure to serve approximately 50 single family homes.
Entrance to this subdivision is from the south side of the intersection of Airport Road and
Avenue of the Carolinas. The phase tract is approximately 49.30 acres and is heavily
wooded and densely underbrush. There are wetlands on the site and it is within the Mill
Creek flood plains. The topography is rolling with slope generally between 2% and 14%.
Primary drainage for this project is provided through natural slope which drains into Mill
Creek.
STORMWATER REQUIRMENTS:
The project lies within a HWQ and WSIII of the NCDENR-DWQ stormwater
management program. The project is being purposed as a High Impact Development, so
NCDENR-DWQ Stormwater management requirements will be required.
Post -development discharge will be limited to the 10 year, 24-hour pre -development
runoff rate as per the Town of Southern Pines development ordinance.
STORMWATER MANAGEMENT:
The project is primary divided into three Stormwater management areas and two bypass
areas. The bypass areas are less then 12% BUA and can not be directed to Stormwater
management facilities due to excessive slopes from the roadway to the back of lots and
finger wetlands which will prevent back of lot drainage to be directed to the proposed wet
ponds. The roof drainage can not easily be drained to the roadway and would likely be
redirected by homeowners due to the front yards sloping to the rear of the lots.
There is a north western, central, and eastern drainage region being directed to Wet
Detention Ponds. Wet pond #3 of the eastern drainage region has been over designed to
account for the proposed bypass area impervious areas to offset the overall site release
water quality. Only the additional impervious area was considered in the design of wet
pond #3 and not the additional bypass drainage area. This increases the impervious
percentage from 27.7% from the actual drainage basin to 35.2% for design proposes.
This site is within 5 miles of the Moore County Airport. They have been contacted and
have accepted the proposed wet detention basins due to the location to existing water
bodies. Water fowl deterrence methods will be incorporated to discourage waterfowl
from the wet detention basins.
The Wet Detention basins have been designed with excess capacity to handle additional
site flows from a 10 year, 24-hour and the overall site release rate for that storm event is
less than the predevelopment release rate.

1
DATE
2/25/2014
- -
PROJECT NAME
PROJECT NO
Caropines Ph 1 Subdivsion
SP1310
LOCATION
Southern Pines, North Carolina
BY
BKE
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
CHECKED BY
BKE
Pre Development CN Caculation
Soil Type CN' Da #1 Pre (%) -
CaB - Candor Sand 49 0.539
NoA - Norfolk Loamy Sand 69 0.001
WaB- Wagram 49 0.461
Wetland 98 0.00
Composite CN 49 0 0 0
'CN used based on Open Space - Fair condition taken from NCDENR Stormwater BMP Manual.
Time of Concentration Calculation (Kirpich Equation)
Parameter Units Ex DA #1
L ft 1624
S ft/ft 0.043
k' unitless 1
tc min. 7.77
'for flow on concrete/asphalt k= 0.4, for concrete channel k = 0.2, and for general overland flow and natural areas k = 2
First Flush Retention Volumes
(Non SR Waters)*
Parameter units DA#1 DA#2 DA#3
Imp Area
Ac
0.91
1.37
7.1
Area
Ac
3.9
3.67
20.12
IA
unitless
0.233
0.373
0.353
Rv
unitless
0.221
0.354
0.335
Ro
in
1
1
1
V
ft
3129
4716
24467
Rv = .05+.9'(impervious (ac)/DA (ac))
Volume required (V) = 3630' Rd' Rv' A
* Calculated as per the NCDENR Stormwater BMP Manual

' •
DATE
2/25/2014
PROJECT NAME -
PROJECT NO
Caropines Ph 1 Subdivsion
SP1310
LOCATION
Southern Pines, North Carolina
BY
BKE
CHECKED BY
BKE
Surface Area Computations
Table 10-1 from NCDENR Stormwater BMP Manual
Surface Area to Drainage Area Ratio for Permanent Pool sizing to Achieve 85 Percent TSS Pollutant Removal
Efficiency
in the Mountain and Piedmont Regions
Percent
Permanent Pool Average Depth (ft)
Impervious
Cover
3.0 3.5
4.0 5.0 6.0 7.0
8.0
10% 0.59 0.54
0.49 0.43 0.35 0.31
0.29
20% 0.97 0.88
0.79 0.70 0.59 0.51
0.46
30% 1.34 1.21
1.08 0.97 0.83 0.70
0.64
40% 1.73 1.58
1.43 1.25 1.05 0.90
0.82
50% 2.06 1.90
1.73 1.50 1.30 1.09
1.00
60% 2.40 2.22
2.03 1.71 1.51 1.29
1.18
70% 2.88 2.64
2.40 2.07 1.79 1.54
1.35
80% 3.36 3.07
2.78 2.38 2.10 1.86
1.60
90% 3.74 3.42
3.10 2.66 2.34 2.11
1.83
Drainage Area M
DA 1 DA 2 DA 3
Drainage Area (DA):
3.9 3.67 20.12
acres
Impervious %:
23.3% 37.3% 35.2%
%
Permanent Pool Depth:
3.0 3.0 3.0
It
SA to DA ratio:
1.08 1.62 1.54
unitless
Surface Area (SA):
0.04 0.06 0.31
acres
Surface Area (SA):
1833 2597 13522
ft
Average Depth Computations
Permenant Pool average depth calculation (Option 2 from NCDENR BMP Manual 13-13
Dp„ _ [0.25'(1+(Abp, she / Ap•, p.1)] + [((Abpt :hen + Abm_ao,d) / 2) + (Depth / Abot shelf )]
Drainage Area M
DA 1 DA 2 DA 3
Apa,-p.i(Area of Permenant Pool) _:
4000 6865 15006
ft`
Abp, 00 (Area of Bottom Shelf) _ :
2794 5070 11344
ft`
Abw_wpd (Area of Bottom of Pond) =
826 1540 3470
ft`
Depth (Abot_shelf 8 Abot_pond )=
4 4 4
ft
Da„ (Average Depth) =
3.02 3.04 3.05
It

NAME (PROJECT NO
•ch & Associates, P.A. ILOCATION
Consulting Engineers ISouthern Pines, North Carolina
= CD X A x (2xgxl-lj�
:re Ho H/3
H=Temp Pool Elev.-Perm. Pool Elev+1/2 Orifice Diameter
3e Area:
DA 1
DA 2
DA 3
Diameter:
1
1.5
2
inches
im Volume Required:
W
3,129
4,716
24,467 1
rary Pool Elevation Calculated:1
ft-MSL
346.27 1
320.2
313.5
lent Pool Elevation Provided:
345.5
319.5
312.5
ft-MSL
CD:
0.590
0.590
0.590
A:
0.005
0.012
0.022
sf
2g:
64.400
64.400
64.400
ft/s,
H:
0.728
0.637
0.917
ft
Ho:
0.243
0.212
0.306
ft
Qo:
0.013
0.027
0.057
cfs
Dewalering Time: 2.85 2.04 4.96 days
(Min. Volume/Dewatering Rate)

NAME
& Associates. P.A.
Consulting Engineers ISouthern Pines, North Carolina
Level Spreader and VFS Design Table Table 8-1 from NCDENR Stormwater BMP Manual)
Vegetated Filter Strip VFS Type:
Wooded
Herbaceous
Engineered
Design Flow 10 r
up to 2 cfs
up to 5 cfs
up to 7 cfs
Level Spreader Sizing
50 ft/cfs
20 ! /cfs
10 ft/cfs
VFS Width
30 ft
30 ft
30 It
Maximum Sloe
5%
8%
8%
Drainage Area:
10-yr Storm Discharge':
Vegetated Filter Strip (VFS) Type:
Level Spreader Length
VFS Width:
DA 1 DA 2 DA 3
0.26
4.07
7.62 cfs
Engineered
Engineered
Engineered
13
41
76 ft
30
30
30 ft
'Calculated using HydraFlow Hydrographs
NO
BY

Watershed Model Schematic Hydraflow Hydrographs Extension for AutoCAD® CMI 3D®2013 by Autodesk, Inc. v10
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

2
Hydrograph Return Period ReRgpow Hydrographs Extension for AutoCAD® CMI 3DO 2013 by Autodesk, Inc. v10
Hyd.
Hydrograph
Inflow
Peak Outflow Ids)
Hydrograph
No.
type
hyd(s)
Description
(origin)
1-yr
2-yr
3-yr
5-yr
10-yr
25-yr
50-yr
100-yr
1
SCS Runoff
------
--
--
----
---
28.61
-------
-------
-----
Ex Da
2
SCS Runoff
-__-
__---
__...
..—..
.._...
10.34
_______
_______
---
DA1
3
SCS Runoff
--
------
-------
-------
-------
12.34
-------
---
-------
DA2
4
SCS Runoff
-----
------
-------
-------
-------
50.87
------
---
----
DA3
5
SCS Runoff
------
--
-----
-------
---
13.83
----
---
---
Bypass #1
6
SCS Runoff
------
._----
_._.-
—__
—__
14.29
___---
______
___.__
Bypass #1
7
Reservoir
2
---
-----
-----
------
0.261
-------
-------
------
DA 1 ROUTING
8
Reservoir
3
--
-----
-------
-------
4.068
-------
-----
-----
DA 2 ROUTING
9
Reservoir
4
-------
-------
-------
7.628
-----
-----
-----
DA 3 ROUTING
10
Combine
5, 6, 7,
---
-------
------
------
28.30
--
----
--
Post Da Combine
8,9
Proj. file: Caropines.gpw
Tuesday, 02 / 25 / 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

3
Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Aulodesk, Inc. v10
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
28.61
2
720
81,962
------
-----
----
Ex Da
2
SCS Runoff
10.34
2
718
20,858
------
-----
---
DAl
3
SCS Runoff
12.34
2
720
28,283
---
----
----
DA2
4
SCS Runoff
50.87
2
722
135,661
-----
-----
---
DA3
5
SCS Runoff
13.83
2
718
29,126
------
------
------
Bypass #1
6
SCS Runoff
14.29
2
718
30,099
-----
------
------
Bypass #1
7
Reservoir
0.261
2
966
14,719
2
348.01
14,942
DA 1 ROUTING
8
Reservoir
4.068
2
728
27,926
3
317.97
10,948
DA 2 ROUTING
9
Reservoir
7,628
2
730
62,217
4
316.35
74,066
DA 3 ROUTING
10
Combine
28.30
2
718
164,088
5, 6, 7,
------
------
Post Do Combine
8,9
Caropines.gpw
Return Period: 10 Year
Tuesday, 02 / 25 / 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

4
Hydrograph Report.
Hydraftow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10
Tuesday, 02 / 25 / 2014
Hyd. No. 1
Ex Da
Hydrograph type
= SCS Runoff
Peak discharge
= 28.61 cfs
Storm frequency
= 10 yrs
Time to peak
= 720 min
Time interval
= 2 min
Hyd. volume
= 81,962 cuft
Drainage area
= 27.420 ac
Curve number
= 49
Basin Slope
= 4.3 %
Hydraulic length
= 1624 ft
Tc method
= KIRPICH
Time of conc. (Tc)
= 7.75 min
Total precip.
= 5.45 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Ex Da
Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs)
30.00
25.00
20.00
15.00
10.00
5.00
000
30.00
25.00
20.00
15.00
10.00
5.00
0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

5
Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10
Tuesday, 02 / 25 / 2014
Hyd. No. 2
DA1
Hydrograph type
= SCS Runoff
Peak discharge
= 10.34 cfs
Storm frequency
= 10 yrs
Time to peak
= 718 min
Time interval
= 2 min
Hyd. volume
= 20,858 cuft
Drainage area
= 3.900 ac
Curve number
= 60'
Basin Slope
= 4.3 %
Hydraulic length
= 958 ft
Tc method
= KIRPICH
Time of conc. (Tc)
= 5.17 min
Total precip.
= 5.45 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
composite (Area/CN) = 1(0.910 x 98) + (2,990 x 49)] / 3.900
Q (cfs)
12.00
i[IMOR
M
.M
4.00
2.00
DA1
Hyd. No. 2 -- 10 Year
Q (cfs)
12.00
10.00
8.00
6.00
4.00
2.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

0
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Aulodesk, Inc. v10
Tuesday, 02 / 25 12014
Hyd. No. 3
DA2
Hydrograph type
= SCS Runoff
Peak discharge
= 12.34 cfs
Storm frequency
= 10 yrs
Time to peak
= 720 min
Time interval
= 2 min
Hyd. volume
= 28,283 cuft
Drainage area
= 3.670 ac
Curve number
= 67`
Basin Slope
= 3.2 %
Hydraulic length
= 1494 ft
Tc method
= KIRPICH
Time of conc. (Tc)
= 8.12 min
Total precip.
= 5.45 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) = [(1.370 x 98) + (2.300 x 49)] / 3,670
Q (cfs)
14.00
12.00
10.00
8.00
6.00
4.00
P41I11
DA2
Hyd. No. 3 -- 10 Year
Q (cfs)
14.00
12.00
10.00
8.00
6.00
CXIIII]
wX1111
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 3 Time(min)
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

7
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 300 2013 by Autodesk, Inc. 00
Tuesday, 02 / 25 / 2014
Hyd. No. 4
DA3
Hydrograph type
= SCS Runoff
Peak discharge
= 50.87 cfs
Storm frequency
= 10 yrs
Time to peak
= 722 min
Time interval
= 2 min
Hyd. volume
= 135,661 cuft
Drainage area
= 20.120 ac
Curve number
= 63*
Basin Slope
= 3.8 %
Hydraulic length
= 2570 ft
Tc method
= KIRPICH
Time of conc. (Tc)
= 11.54 min
Total precip.
= 5.45 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
composite (Area/CN) = [(5.570 x 98) + (14.550 x 49)] 120.120
Q (cfs)
60.00
50.00
40.00
20.00
10.00
WON
DA3
Hyd. No. 4 — 10 Year
Q (cfs)
60.00
50.00
40.00
30.00
20.00
MINDY,,
0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 4 Time(min)
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

L
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10
Tuesday, 02 125 12014
Hyd. No. 5
Bypass #1
Hydrograph type
= SCS Runoff
Peak discharge
= 13.83 cfs
Storm frequency
= 10 yrs
Time to peak
= 718 min
Time interval
= 2 min
Hyd. volume
= 29,126 cuft
Drainage area
= 7.480 ac
Curve number
= 54*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 5.45 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) = I(0.770 x 98) + (6.710 x 49)1 / 7.480
Q (cfs) Bypass #1
Hyd. No. 5 — 10 Year
14.00
12.00
10.00
8.00
fsf;11Irl
151141I111
2.00
000
Q (cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 5 Time(min)
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

P]
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. 00
Tuesday, 02 / 25 / 2014
Hyd. No. 6
Bypass #1
Hydrograph type
= SCS Runoff
Peak discharge
= 14.29 cfs
Storm frequency
= 10 yrs
Time to peak
= 718 min
Time interval
= 2 min
Hyd. volume
= 30,099 cuft
Drainage area
= 7.730 ac
Curve number
= 54*
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 5.45 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
' Composite (Area/CN) = [(0.770 x 98) + (6.960 x 49)117.730
Q (cfs)
15.00
12.00
• ►►
Am
3.00
Bypass #1
Hyd. No. 6 -- 10 Year
Q (cfs)
15.00
fira►IH
• ►►
. ►►
3.00
0.00 — 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 6 Time (min)
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

10
Hydrograph Report
Hydraflm Hydrographs Extension for AutoCAD® Civil 3DO 2013 by Autodesk, Inc. v10
Tuesday, 02125 12014
Hyd. No. 7
DA 1 ROUTING
Hydrograph type
= Reservoir
Peak discharge
= 0.261 cfs
Storm frequency
= 10 yrs
Time to peak
= 966 min
Time interval
= 2 min
Hyd. volume
= 14,719 cuft
Inflow hyd. No.
= 2 - DA1
Max. Elevation
= 348.01 ft
Reservoir name
= DA 1 DRY POND
Max. Storage
= 14,942 cuft
Storage Indication method used.
DA 1 ROUTING
Q (cfs) Hyd. No. 7 -- 10 Year Q (cfs)
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
— Hyd No. 7 —Hyd No. 2 I0= Total storage used = 14,942 cuff Time (min)
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

Pond Report 11
Hydraflow Hydrographs Extension for AutoCADS Civil 31)® 2013 by Autodesk, Inc. v10
Tuesday, 02 125 2014
Pond No. 1 - DA 1 DRY POND
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining
Elevation = 345.50 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sgft)
Inch. Storage (cuft)
Total storage (cuft)
0.00 345.50
4,000
0
0
0.50 346.00
5,365
2,333
2,333
2.50 348.00
7,210
12,528
14,861
3.50 349.00
8,217
7,707
22,568
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A] [B]
[C]
[D]
Rise (In) = 15.00
1.00
0.00
0.00
Crest Len (ft)
= 20.00 20.00
0.00
0.00
Span (in) = 15.00
1.00
0.00
0.00
Crest El. (ft)
= 348.00 349.00
0.00
0.00
No. Barrels = 1
1
0
0
Weir Coeft.
= 3.33 2.60
3.33
3.33
Invert El. (ft) = 345.50
345.50 0.00
0.00
Weir Type
= 1 Broad
-
-
Length (ft) = 15.00
0.00
0.00
0.00
Multi -Stage
= Yes No
No
No
Slope (%) = 1.00
0.00
0.00
n/a
N-Value = .013
.W3
.013
n/a
Orifice Coeff. = 0.60
0.60
0.60
0.60
Exfil.(In/hr)
= 0.000 (by Contour)
Multi -Stage = n/a
Yes
No
No
TW EIev.(ft)
= 0.00
Note: Culmn/Onfce DlJffl s are anayzed under inlet (ic) and outlet(m) Cenral, Weir risers Checked for entice conditions (ic) and submergence (a).
Stage /
Storage / Discharge Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C
PrfRsr Wr A
Wr B
Wr C Wh D Exfil User
Total
it
cuff
ft
cis
cis
cis
ds cis
cfs
Cls cis ds ds
ds
0.00
0
345.50
0.00
0.00
---
--- 0.00
0.00
- - - -
0.000
0.05
233
345.55
0.00 is
0.00 is
-
- 0.00
0.00
- - - -
0.003
0.10
467
345.60
0.01 is
0.01 is
--
- 0.00
0.00
--- --- --- ---
0.006
0.15
700
345.65
0.01 is
0.01 is
---
- 0.00
0.00
--- -- - --
0.009
0.20
933
345.70
0.01 is
0.01 is
-
- 0.00
0.00
- - - -
0.010
0.25
1,166
345.75
0.01 is
0.01 is
-
-- 0.00
0.00
- --- --- --
0,012
0.30
1,400
345.80
0.01 is
0.01 is
--- 0.00
0.00
--- --- --- ---
0.013
0.35
1,633
345.85
0.01 is
0.01 is
-
- 0.00
0.00
- - - -
0.014
0.40
1,866
345.90
0.02 is
0.02 is
--
-- 0.00
0.00
- - -- --
0.015
0.45
2,099
345.95
0.02 is
0.02 is
---
--- 0.00
0.00
-- --- --- ---
0.016
0.50
2,333
346.00
0.02 is
0.02 is
---
--- 0.00
0.00
- -- --- --
0.017
0.70
3,586
346.20
0.02 is
0.02 is
-
- 0.00
0.00
- - - -
0.021
0.90
4,838
346.40
0.03 is
0.02 is
0.00
0.00
--- - -- -
0.024
1.10
6,091
346.60
0.03 is
0.03 is
---
--- 0.00
0.00
--- -- --- --
0.027
1.30
7,344
346.80
0.03 is
0.03 is
---
- 0.00
0.00
- - - -
0.029
1.50
8,597
347.00
0.03 is
0.03 is
--
- 0.00
0.00
-- -- - ---
0.031
1.70
9,850
347.20
0.03 is
0.03 is
---
-- 0.00
0.00
--- --- - ---
0.033
1.90
11,103
347.40
0.04 is
0.04 is
--
--- 0.00
0.00
-- - - -
0.035
2.10
12,355
347.60
0.04 is
0.04 is
0.00
0.00
- - - -
0.037
2.30
13,608
347.80
0.04 is
0.04 is
-
-- 0.00
0.00
--- --- --- ---
0.039
2.50
14,861
348.00
0.04 is
0.04 is
---
- 0.00
0.00
--- -- - --
0.041
2.60
15,632
348.10
2.16 oc
0.03 is
-
- 2.11
0.00
- - - -
2.141
2.70
16,403
348.20
5.98 oc
0.03 is
-
-- 5.96
0.00
- --- --- ---
5.983
2.80
17,173
348.30
8.48 is
0.01 is
-
- 8.47 s
0.00
--- --- --- ---
8.480
2.90
17,944
348.40
8.81 is
0.01 is
--
- 8.80 s
0.00
--- - - -
8.806
3.00
18,715
348.50
9.05 is
0.00 is
-
-- 9.04 s
0.00
- -- - --
9,044
3.10
19,485
348.60
9.26 is
0.00 is
---
--- 9.24 s
0.00
-- --- --- ---
9.243
3.20
20,256
348.70
9.46 is
0.00 is
-
-- 9.43 s
0.00
--- --- -- ---
9.432
3.30
21,027
348.80
9.65 is
0.00 is
-
- 9.65 s
0.00
- - - -
9.648
3.40
21,798
348.90
9.83 is
0.00 is
---
--- 9.79 s
0.00
- --- -- ---
9.787
3.50
22,568
349.00
10.01 is
0.00 is
---
--- 10.00 s
0.00
--- --- --- ---
9.999
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

12
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. 00
Tuesday, 02 / 25 / 2014
Hyd. No. 8
DA 2 ROUTING
Hydrograph type
= Reservoir
Peak discharge
= 4.068 cfs
Storm frequency
= 10 yrs
Time to peak
= 728 min
Time interval
= 2 min
Hyd. volume
= 27,926 cuft
Inflow hyd. No.
= 3 - DA2
Max. Elevation
= 317.97 ft
Reservoir name
= DA 2 DRY POND
Max. Storage
= 10,948 cuft
Storage Indication method used.
Q (cfs) DA 2 ROUTING t? (cfs)
Hyd. No. 8 — 10 Year
14.00
12.00
10.00
8.00
6.00
4.00
2.00
000
14.00
12.00
10.00
8.00
6.00
4.00
2.00
000
0 360 720
1080 1440
1800 2160 2520 2880
3240
Time (min)
— Hyd No. 8
—Hyd No. 3
Total storage used = 10,948 cuff
You created this PDF from an application that is not licensed to print to novaPDF printer (hftp://www.novapdf.com)

Pond Report 13
Hydraflow Hydrographs Extension for AutOCAD® Civil 3138 2013 by Autodesk, Inc. v10
Tuesday, 02 / 25 12014
Pond No. 2 - DA 2 DRY POND
Pond Data
Contours -User-defined contour areas. Conic method used for volume
calculation. Begining Elevation = 316.50 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sgft)
Incr. Storage (cult)
Total storage (cuft)
0.00 316.50
5,690
0
0
0.50 317.00
7,397
3,262
3,262
1.50 318.00
8.495
7,939
11,201
2.50 319.00
9,650
9,065
20,266
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 15.00
1.50
0.00
0.00
Crest Len (ft)
= 20.00
20.00
0.00
0.00
Span (In)
= 15.00
1.50
0.00
0.00
Crest El. (ft)
= 317.75
319.00
0.00
0.00
No. Barrels
= 1
1
1
0
Weir Coeff.
= 3.33
2.60
3.33
3.33
Invert El. (ft)
= 316.50
316.50
0.00
0.00
Weir Type
= 1
Broad
-
--
Length (ft)
= 15.00
0.00
0.00
0.00
Multi -Stage
= Yes
No
No
No
Slope (%)
= 1.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 0.000 (by
Wet area)
Multi -Stage
= n/a
Yes
No
No
TW Elev. (ft)
= 0.00
Note: CulmillOnfice outflows are analyzed under inlet(ic) and outlet loci control. Weir risers chocked to orifice conditions(ic) and submeraence(a).
Stage /
Storage / Discharge Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C PrfRsr
Wr A
Wr B
Wr C
Wr D Exfil User Total
ft
cuft
ft
cfs
cis
cfs cfs
cis
cfs
cfs
cis cis cfs cis
0.00
0
316.50
0.00
0.00
-- -
0.00
0.00
---
- - - 0.000
0.05
326
316.55
0.00 is
0.00 is
- -
0.00
0.00
---
--- - --- 0.004
0.10
652
316.60
0.01 is
0.01 is
- ---
0.00
0.00
---
--- --- --- 0.011
0.15
979
316.65
0.02 is
0.02 is
--- --
0.00
0.00
---
--- --- --- 0.017
0.20
1,305
316.70
0.02 is
0.02 is
-- ---
0.00
0.00
---
--- -- -- 0.022
0.25
1,631
316.75
0.03 is
0.03 is
---
0.00
0.00
--
--- --- --- 0.025
0.30
1,957
316.80
0.03 is
0.03 is
--- ---
0.00
0.00
-
- --- - 0.028
0.35
2,283
316.85
0.03 is
0.03 is
--- --
0.00
0.00
-
- --- - 0.031
0.40
2,610
316.90
0.03 is
0.03 is
-- --
0.00
0.00
--
- - - 0.033
0.45
2,936
316.95
0.04 is
0.04 is
- -
0.00
0.00
-
- 0.036
0.50
3,262
317.00
0.04 is
0.04 is
- -
0.00
0.00
-
- - - 0.038
0.60
4,056
317.10
0.05 is
0.04 is
- -
0.00
0.00
-
- - - 0.042
0.70
4,850
317.20
0.05 is
0.05 is
- -
0.00
0.00
--
- - - 0.046
0.80
5,644
317.30
0.05 is
0.05 is
- -
0.00
0.00
-
- - - 0.050
0.90
6,438
317.40
0.06 is
0.05 is
- -
0.00
0.00
--
- - - 0.053
1.00
7,232
317.50
0.06 is
0.06 is
- -
0.00
0.00
0.056
1.10
8,025
317.60
0.06 is
0.06 is
- -
0.00
0.00
--
- - - 0.059
1.20
8,819
317.70
0.06 is
0.06 is
- -
0.00
0.00
-
- - - 0.062
1.30
9,613
317.80
0.80 is
0.06 is
-- -
0.75
0.00
-
- - - 0.801
1.40
10,407
317.90
3.38 oc
0.02 is
- -
3.37 s
0.00
-
- - - 3.383
1.50
11,201
318.00
4.39 oc
0.01 is
- -
4.38 s
0.00
-
- - - 4.389
1.60
12,108
318.10
5.04 oc
0.01 is
5.02 s
0.00
-
- - - 5.026
1.70
13,014
318.20
5.56 oc
0.01 is
- -
5.54 s
0.00
-
- - - 5.548
1.80
13,921
318.30
6.03 oc
0.01 is
- -
6.01 s
0.00
--
- - - 6.020
1.90
14,827
318.40
6.46 oc
0.00 is
- -
6.45 s
0.00
---
- - -- 6.456
2.00
15,734
318.50
6.86 oc
0.00 is
- -
6.81 s
0.00
---
- - - 6,810
2.10
16,640
318.60
7.17 is
0.00 is
- -
7.11 s
0.00
--
- --- -- 7,112
2.20
17,547
318.70
7.41 is
0.00 is
- --
7.31 s
0.00
---
--- 7.313
2.30
18,453
318.80
7.64 is
0.00 is
-- ---
7.50 s
0.00
---
--- --- --- 7.501
2.40
19,360
318.90
7.87 is
0.00 is
--- ---
7.78 s
0.00
---
--- --- --- 7.783
2.50
20,266
319.00
8.09 is
0.00 is
--- ---
8.00 s
0.00
---
--- --- --- 8.005
You created this PDF from an application that is not licensed to print to novaPDF printer (hftp://www.novapdf.com)

Hydrograph
Report
14
Hydratow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. 00
Tuesday, 02 125 12014
Hyd. No. 9
DA 3 ROUTING
Hydrograph type
= Reservoir
Peak discharge
= 7.628 cfs
Storm frequency
= 10 yrs
Time to peak
= 730 min
Time interval
= 2 min
Hyd. volume
= 62,217 cuft
Inflow hyd. No.
= 4 - DA3
Max. Elevation
= 316.35 ft
Reservoir name
= DA 3 DRY POND
Max. Storage
= 74,066 cuft
Storage Indication method used
Q (cfs)
60.00
FYIa�II]
40.00
KIIIIIIIIII
10.00
DA 3 ROUTING
Hyd. No. 9 — 10 Year
Q (cfs)
60,00
9111111
30,00
1 11
10.00
0.00 _0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
® Hyd No. 9 —Hyd No. 4 Total storage used = 74,066 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http //www.novapdf.com)

Pond Report 15
Hydraflow Hydrographs Extension for AutoCAD® Civil 300 2013 by Autodesk, Inc. v10 Tuesday, 02 / 25 12014
Pond No. 3 - DA 3 DRY POND
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 313.70 ft
Stage / Storage Table
Stage (it) Elevation (ft)
0.00 313.70
0.50 314.20
1.50 315.20
2.50 315.00
3.50 317.20
Contour area (scift) Inch. Storage (cult)
15,006 0
18.860 8,447
21,265 20,048
23,720 22,479
26,235 24,964
Total storage (cult)
0
8,447
28,496
50,975
75,939
Culvert / Orifice Structures
Weir Structures
[A]
[B] [C]
[PrfRsr]
[A] [B]
[C] [D]
Rise (in)
= 15.00
2.00 0.00
0.00
Crest Len (it) =
20.00 20.00
0.00 0.00
Span (In)
= 15.00
2.00 0.00
0.00
Crest El. (ft)
=
315.00 317.20
0.00 0.00
No. Barrels
= 1
1 1
0
Weir Coeff.
=
3.33 3.00
3.33 3.33
Invert El. (fit)
= 313.70
313.70 0.00
0.00
Weir Type
=
1 Broad
- -
Length (ft)
= 40.00
0.00 0.00
0.00
Multi -Stage
=
Yes No
No No
Slope(Y)
= 1.00
0.00 0.00
n/a
N-Value
= .013
.013 .013
n/a
Orifice Coeff. = 0.60
0.60 0.60
0.60
Exfil.(inlhr)
=
0.000 (by Wet area)
Multi -Stage
= n/a
Yes No
No
TIN Elev. (ft)
=
0.00
Note: Culwd/Odfce outflows are analyzed
under inlet (ic) and
outlet (oc) control. Weir risers checked for onfce conaifons(to) and submemence(a).
Stage / Storage if Discharge Table
Stage
Storage Elevation
Clv A
Clv B Clv C
PrfRsr
Wr A
Wr B Wr C
Wr D Exfil User
Total
ft
cuft ft
cis
cis cis
cis
cfs
cis cis
cis cis cis
cfs
0.00
0 313.70
0.00
0.00 -
-
0.00
0.00 ---
--- - --
0.000
0.05
845 313.75
0.00 is
0.00 is -
-
0.00
0.00 --
- - -
0.004
0.10
1,689 313.80
0.01 is
0.01 is ---
---
0.00
0.00 ---
--- --- -
0.015
0.15
2,534 313.85
0.03 is
0.03 is -
-
0.00
0.00 -
- - -
0,027
0.20
3,379 313.90
0.04 is
0.04 is ---
---
0.00
0.00 ---
--- --- ---
0.036
0.25
4,224 313.95
0.04 is
0.04 is -
-
0.00
0.00 -
- -- -
0.042
0.30
5,068 314.00
0.05 is
0.05 is ---
---
0.00
0.00 --
--- --- ---
0.047
0.35
5,913 314.05
0.06 is
0.05 is -
-
0.00
0.00 -
- - -
0.052
0.40
6,758 314.10
0.06 is
0.06 is ---
---
0.00
0.00 -
- --- ---
0.057
0.45
7,603 314.15
0.06 is
0.06 is -
-
0.00
0.00 ---
- - -
0.061
0.50
8,447 314.20
0.07 is
0.07 is ---
---
0.00
0.00 --
- -- -
0.065
0.60
10,452 314.30
0.08 is
0.07 is -
-
0.00
0.00 ---
--- - ---
0.073
0.70
12,457 314.40
0.08 is
0.08 is -
-
0.00
0.00
0.080
0.80
14,462 314.50
0.09 is
0.09 is -
-
0.00
0.00 ---
--- --- ---
0.086
0.90
16,467 314.60
0.09 is
0.09 is -
-
0.00
0.00 --
- - -
0.092
1.00
18,472 314.70
0.10 is
0.10 is ---
---
0.00
0.00 --
--- --- ---
0.098
1.10
20,476 314.80
0.11 is
0.10 is -
. -
0.00
0.00 -
- - --
0.103
1.20
22,481 314.90
0.11 is
0.11 is ---
---
0.00
0.00 --
--- --- ---
0.108
1.30
24,486 315.00
0.12 is
0.11 is -
-
0.00
0.00 -
- - --
0,113
1.40
26,491 315.10
2.21 is
0.09 is ---
---
2.11
0.00 -
--- --- ---
2.195
1.50
28,496 315.20
4.77 oc
0.03 is
4.73 s
0.00 -
- - -
4.765
1.60
30,744 315.30
5.36 oc
0.02 is ---
---
5.34 s
0.00 --
-- --- ---
5.357
1.70
32,992 315.40
5.78 oc
0.01 is -
--
5.76 s
0.00
--
5.771
1.80
35,240 315.50
6.14 oc
0.01 is ---
---
6.11 s
0.00 --
- --- ---
6.116
1.90
37,487 315.60
6.46 oc
0.01.ic -
-
6.43 s
0.00 --
- - -
6,434
2.00
39,735 315.70
6.77 oc
0.01 is ---
---
6.72 s
0.00 ---
- --- ---
6.723
2.10
41,983 315.80
7.06 oc
0.01 is -
--
7.03 s
0.00 ---
--- - --
7.038
2.20
44,231 315.90
7.35 oc
0.01 is ---
---
7.29 s
0.00 ---
- - -
7.294
2.30
46,479 316.00
7.61 oc
0.01 is
7.50 s
0.00 ---
--- -- --
7.501
2.40
48,727 316.10
7.87 is
0.00 is --
---
7.73 s
0.00 ---
-- - -
7.736
2.50
50,975 315.00
0.00
0.00 -
-
0.00
0.00 ---
--- --- ---
0,000
2.60
53,471 315.10
0.00
0.00 -
-
0.00
0.00 --
--- - -
0.000
2.70
55,968 315.20
0.00
0.00 --
---
0.00
0.00 --
--- --- ---
0.000
2.80
58,464 315.30
0.00
0.00 -
- .
0.00
0.00 -
- -- --
0.000
2.90
60,961 315.40
0.00
0.00 ---
---
0.00
0.00 -
--- --- ---
0.000
3.00
63,457 315.50
0.00
0.00 -
-
0.00
0.00 --
- - -
0.000
3.10
65,954 315.60
0.00
0.00 ---
---
0.00
0.00 ---
- --- ---
0.000
3.20
68,450 315.70
0.00
0.00 ---
--
0.00
0.00
-
0.000
Continues on next
page...
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

16
DA 3 DRY POND
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Clv A
ft
Cuft
ft
cis
3.30
70.946
315.80
0.00
3.40
73,443
315.90
0.00
3.50
75,939
317.20
10.02 is
...End
CMS CIvC
PrMsr WrA
WrB
WrC WrD Exfil User Total
Cfs Cis
cis cis
cis
cis Cis cis cis cis
0.00 ---
-- 0.00
0.00
-- - --- -- 0.000
0.00 ---
— 0.00
0.00
— — — — 0.000
0.00 is --
--- 9.93 s
0.00
--- — — — 9.935
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

17
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3M 2013 by Autodesk, Inc. v10
Tuesday, 02 / 25 / 2014
Hyd. No. 10
Post Da Combine
Hydrograph type
= Combine
Peak discharge
= 28.30 cfs
Storm frequency
= 10 yrs
Time to peak
= 718 min
Time interval
= 2 min
Hyd. volume
= 164,088 cuft
Inflow hyds.
= 5, 6, 7, 8, 9
Contrib. drain. area
= 15.210 ac
Q (cfs)
30.00
25.00
M
15.00
10.00
5.00
Post Da Combine
Hyd. No. 10 -- 10 Year
0 (cfs)
30.00
25.00
rO M
15,00
10.00
5.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 10 —Hyd No. 5 —Hyd No. 6 —Hyd No. 7 Time (min)
— Hyd No. 8 ® Hyd No. 9
You created this PDF from an application that is not licensed to print to novaPDF printer (http.,'/www.novapdf.com)

18
Hydraflow Rainfall Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DCN 2013 by Autodesk, Inc. 00
Return
Period
Intensity -Duration -Frequency Equation Coefficients (FHA)
(Yrs)
B
D
E
(NIA)
1
67.4412
12.7000
0.8863
--------
2
79.4766
13.0000
0,8802
--------
3
0.0000
0.0000
0,0000
--------
5
79.6958
12.7000
0.8333
--------
10
81.4021
12.6000
0.8092
--------
25
72.5371
11.5000
0.7516
--------
50
63.1545
10.2000
0.6993
----
100
56.6743
9.2000
0.6559
--------
File name: Pinehurst.IDF
Intensity = B / (Tc + D)AE
Tuesday, 02/25/2014
Return
Period
Intensity Values (in/hr)
(Yrs)
5 min
10
15
20
25
30
35
40
45
50
55
60
1
5.28
4.24
3.55
3.07
2.70
2.42
2.19
2.01
1.85
1.72
1.61
1.51
2
6.24
5.03
4.23
3.66
3.23
2.90
2.63
2.41
2.23
2.07
1.94
1.82
3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
7.27
5.91
5.01
4.36
3.87
3.49
3.18
2.93
2.72
2.53
2.38
2.24
10
7.99
6.53
5.56
4.86
4.33
3.91
3.57
3.30
3.06
2.86
2.69
2.54
25
8.82
7.23
6.18
5.43
4.86
4.41
4.05
3.75
3.50
3.28
3.09
2.93
50
9.42
7.72
6.61
5.83
5.23
4.77
4.39
4.08
3.82
3.60
3.40
3.23
100
9.95
8.16
7.01
6.20
5.59
5.11
4.72
4.40
4.13
3.90
3.70
3.52
Tc = time in minutes. Values may exceed 60.
Rainfall Precipitation Table (in)
Storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr I 25-yr I 50-yr 100-yr
SCS 24-hour
3.09
3.73
0.00
4.69
5.45
6.48
7.30
8.15
SCS 6-Hr
2.24
2.71
0.00
3.39
3.93
4.66
5.24
5.84
Huff -1st
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff-2nd
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff-3rd
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff-4th
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff-Indy
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Custom
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
You
created this PDF
from an
application
that is
not licensed
to print
to novaPDF
printer
(hftp://www.novapdf.com)

(jOJj� Hobbs Upchurch Associates
(� ff�1-'' engineering I planninq I survoyinq
February 27, 2014
State of North Carolina Department of Environment and Natural Resources
Division of Water Resources — Water Quality Program
ATTN: Mr. Michael Lawyer, CPSWQ
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5043
Re: Caropine Ph 1
Stormwater Management Plan Permit Submittal
HUA No. SP1310
Dear Mr. Lawyer:
On behalf of Caropine Ventures, LLC, please find enclosed the following:
FEB 2 8 2014
l . Two (2)-copies of the Stormwater Management Permit Application Form pg 3
2. Six (6)- copies] of the Wet Detention Basin O&M Agreement pg 1
3. One (I) -original of the Wet Detention Basin Supplement Form for Wet Pond #3
4. One (I) -copy of revised calculations including:
8.a Detailed stormwater narrative
8.b Wet Pond Volume and Surface Area Computations
8.c Wet Detention Basin -Treatment Volume Computations
8.d Wet Detention Basin Orifice Drawdown Computations
8.e Wet Detention Basin Vegetated Filter Strip Computations
8.f Hydraflow Calculations
Two (2)-Copies of the revised stormwater management plan pages
We respectfully request expeditious review and approval of the enclosed data for a revised
stormwater management permit.
If you have any questions, or need any additional information, please feel free to contact me at
this office.
Sincerely,
Hobbs, Upchurch & Associates, P.A.
Brian Edwards, El
Caropines Ph 1 Stormwater Management Permit
Page 1 of]

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff for the majority of Phase 1 and additional area from future phases will be directed to
onsite Wet Detention Basins which will discharge to onsite wetlands, which drain to Mill Creek. Two areas
onsite are being purposed as bypass which have a built upon area less than 12% due to existing terrain.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear F E8 2 8 2014 River basin.
4. Total Property Area: 42.9 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:42.9 acres
Total project area shall be calculated to exclude the fllowing the norwnl pool of impounded structures, the area
between the batiks of streauts and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line ntny
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole properhit area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area b
Receiving Stream Name
Mill Creek
Mill Creek
Mill Creek
Mill Creek
Stream Class *
WS-III, HWQ,B
WS-III, HWQ,B
WS-III, HWQ,B
WS-III, HWQ, B
Stream Index Number *
18-23-11-(2)
18-23-11-(2)
18-23-11-(2)
18-23-11-(2)
Total Drainage Area (so
169,949
159,699
876,535
663,198
On -site Drainage Area (so
169,949
159,699
876,535
663,198
Off -site Drainage Area (sf)
0
1 0
0
1 0
Proposed Impervious Area** (so
39,820
59,940
242,517
66,815
% Impervious Area** total
23.4
37.3
27.7
10.1
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area b
On -site Buildings/Lots (so
28,800
22,400
128,000
51,200
On -site Streets (so
11,020
24,928
89,767
15,615
On -site Parking (so
0
0
0
0
On -site Sidewalks (so
0
12,612
24,750
0
Other on -site (so
0
0
0
0
Future (so
0
0
1 0
1 0
Off -site (so
0
0
0
0
Existing BUA*** (so
0
0
0
0
Total (so:
39,820
59,940
242,517
66,815
Stream Class and Index Number can be determined at: htty://nortal.ncdenr.or )eb o /ys/csu/classi cations
Impervious area is defined as the built upon area including, but not lintited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
* Report only that muount of existing BUA that will rennin after developinent. Do not report any existing BUA that
is to be rein ved and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff for the majority of Phase 1 and additional area from future phases will be directed to
onsite Wet Detention Basins which will discharge to onsite wetlands, which drain to Mill Creek. Two areas
onsite are being purposed as bypass which have a built upon area less than 12% due to existing terrain.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear FEB 2 8 2014 River basin.
4. Total Property Area: 42.9 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':42.9 acres
Total project area shall be calculated to exclude thefollowing. the normal pool of inn ounded stnictures, the area
between the banks of streans and rivers, the area below the Noraal �H�iggh Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultmrt project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 21.9
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low densihj and other projects, use 1 for the whole properly area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area b
Receiving Stream Name
Mill Creek
Mill Creek
Mill Creek
Mill Creek
Stream Class *
WS-III, HWQ,B
WS-III, HWQ,B
WS-III, HWQ,B
WSIII, HWQ, B
Stream Index Number *
18-23-11-(2)
18-23-11-(2)
18-23-11-(2)
I8-23-11-(2)
Total Drainage Area (so
169,949
159,699
876,535
663,198
On -site Drainage Area (so
169,949
159,699
876,535
663,198
Off -site Drainage Area (sf)
0
0
1 0
0
Proposed Impervious Area** (so
39,820
59,940
242,517
1 66,815
Impervious Area** tall
23.4
37.3
27.7
10.1
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area b
On -site Buildings/Lots (so
28,800
22,400
128,000
51,200
On -site Streets (so
11,020
24,928
89,767
15,615
On -site Parking (so
0
0
0
0
On -site Sidewalks (so
0
12,612
24,750
0
Other on -site (so
0
0
0
0
Future (so
0
1 0
1 0
0
Off -site (so
0
0
0
0
Existing BUA*** (so
0
0
0
0
Total (so:
39,820
59,940
242,517
66,815
Stream Class and Index Nunnber can be deternnined at: littp.aortal.ncdanr.or oebhoq[pslcsu/classi6catiouus
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Fonn SWU-101 Version Oct. 31, 2013 Page 3 of 6

Lawyer, Mike
From: Lawyer, Mike
Sent: Friday, February 07, 2014 10:50 AM
To: '[e-mail]'
Subject: Caropines Ph 1
Brian,
Received the Stormwater Management Permit application for Caropines Ph 1 in Southern Pines. After a preliminary
review of the application package, I have the following comments/additional information request.
-page 3 of 6 of main application form, the total project area is greater than the total property area
-page 3 of 6 of main application form, the project percent impervious does not match with the proposed impervious
area and the total project area
-page 3 of 6 of main application form, the impervious surface area breakdown table (buildings, streets, parking, etc.) is
not completed
-the supplement forms show that a vegetated filter is provided, however the 0&M agreements are marked as 'does not'
incorporate a vegetated filter (please note that a minimum 30' vegetated filter is required for wet ponds unless designed
to remove 90%TSS)
This request for additional information is in response to a preliminary review. The requested information should be
received by this office no later than March 7, 2014 or the application may be returned. If you need additional time to
submit the information or have any questions concerning these matters, please contact me.
Michael Lawyer, CPSWQ
Environmental Specialist
NCDENR — Division of Energy, Mineral & Land Resources
Land Quality Section
Fayetteville Regional Office
P: [phone]
F: [phone]
e-mail: [e-mail]
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

NHobbs Upchurch Associates
�� engineering I planning I surveying
January 28, 2014
State of North Carolina Department of Environment and Natural Resources
Division of Water Resources — Water Quality Program
ATTN: Mr. Michael Lawyer, CPSWQ
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5043
Re: Caropine Ph 1
Stormwater Management Plan Permit Submittal JAN 3 0 2N
HUA No. SP 1310
Dear Mr. Randall:
On behalf of Caropine Ventures, LLC, please find enclosed the following:
1. One (I) -original of the Stormwater Management Permit Application Form
2. One (I) -copy of the Stormwater Management Permit Application Form
3. One (I) -original of the Deed Restrictions and Protective Covenants
4. One (I) -copy of the Deed Restrictions and Protective Covenants
5. One (I) -original of the Wet Detention Basin Supplement Form
6. One (I) -original of the Wet Detention Basin O&M Agreement
7. Check in the amount of $505.00 for application processing fee
8. One (])-copy of signed, sealed and dated calculations including:
8.a Detailed stornwater narrative
8.b Wet Pond Volume and Surface Area Computations
8.c Wet Detention Basin -Treatment Volume Computations
8.d Wet Detention Basin Orifice Drawdown Computations
8.e Pre -Development Curve Numbers for Design
8.f Built -Upon Area Computations
8.g USGS Map for the project area
9. USGS Map for the project area
10. Two (2)-Copies of stornwater management plans
11. One (I) -Copy of the most current property deed
12. Documentation for Caropine Ventures. LLC
Wedgefteld Ston iwater Management Permit
Page I of 2

We respectfully request expeditious review and approval of the enclosed data for a revised
stormwater management permit.
►f you have any questions, or need any additional information, please feel free to contact me at
this office.
Sincerely,
Hobbs, Upchurch & Associates, P.A.
Brian Edwards, El
cc:
Wedgefield Stonnwater Management Pennit
Page 2 o1'2

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph Ih - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
77tis form may be photocopied for use as an original
I. GENERAL INFORMATION
JAN 3 0 2014
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Carovines Ph 1
2. Location of Project (street address):
400 Avenue of the Carolina Road
City:Southern Pines County:Moore Zip:28327
3. Directions to project (from nearest major intersection):
This site is located within "The Carolina" Subdivision and begins at the end of the exisitng road "Avenue of
The Carolina." The entrance to this subdivision is from the south side of the intersection of Airport Road and
Avenue of the Carolina.
4. Latitude:350 13' 40.08" N Longitude:-79° 23' 9.9594" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modification
tRenewals with modifications also requires SWU-702 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed' ❑ Completed' *provide a designer's certification
2. Specify the type of project (check one):
[]Low Density ®High Density []Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control:10.8 ac of Disturbed Area
0404/401 Permit Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
S. Is the project located within 5 miles of a public airport? ❑No ®Yes
If yes, see S.L. 2012-200, Part VI: htt2J/12ortal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Caoroine Ventures, LLC
Signing Official & Title:Butch Dunlap, Senior Vice President
b.Contact information for person listed in item la above:
Street Address:238 North McPherson Road
City:Favetteville State:NC Zip:28302
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 864-1125 Fax: [phone]-M
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee• (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser' (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
%-rry: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( 1
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization:_ffobbs. Upchurch and Assoicates
Signing Official & Titie:Brlan Edwards. El - Design Engineer
b. Contact information for person listed in item 3a above:
Mailing Address:135 W. Connecticut Ave Suite D
City:Southern Pines
Phone: (910 ) 692-5616
Email:[e-mail]
State:NC Zip:2W7
Fax: (910 ) 692-7342
4. Local jurisdiction for building permits: Town of Southern Pines
Point of Contact:Brent Lockamy Phone #: (910 ) 692-1085
Forth SW-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff for the maiority of Phase 1 and additional area from future phases will be directed to
onsite Wet Detention Basins which will discharge to onsite wetlands which drain to Mill Creek Two areas
onsite are being purposed as bypass which have a built upon area less than 12%
2. a.lf claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin
4. Total Property Area: 32.99 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area:-Q.-acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) -Total Project
Arer:42.9 acres
Total project area shall be calculated to exclude the follounng: the normal pool of impounded structures, the area
between the backs of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The residlant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 21.9 %
9. How many drainage areas does the project have93 (For high density, count 1 for each proposed engineered
stornnoater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Lrformation
Drains a Areal
Drains a Area 2
Drains a Area 3
Drains a Area
Receiving Stream Name
Mill Creek
Mill Creek
Mill Creek
Stream Class "
W97M, HWQ B
WS•]II, HWQB
WS-M, HWQB
Stream Index Number
18-23-11-(2)
18-23-11-(2)
18-2311-(2)
Total Drains Area (sf)
169,949
159,699
876,535
On -site Drainage Area (sf)
169,949
159,699
876,535
Off -site Drainage Area (sf)
0
0
0
Pro d Im rvious Area" s
39,820
59,940
242,517
% Impervious Area"'(total)23.4
37.3
27.7
Impervious- Surface Area
Drainage Area
Drains a Area
Drains a Area
Drains a Area
On -site Buildings/Lots (so
On -site Streets so
On -site Parkin (so
On -site Sidewalks (sf)
Other on -site (s
Future (sf)
Off -site (so
Existing BUA""" (so
Total (sf):
"..,., ,,,u, ,,, 4 ,vumorr can ve aerEtrumea at: attpy/yortal ncdenr orvhiiebhoq(ps/csu/classifications
»' Iqi .oils area is defined as tie built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will trinain after development. Do not report any existing BUA that
is to be removed mid which will be replaced by new B IIA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. Offsite drainage is
Proposed to be diverted alone property boundary.
Protects In Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hIM://12ortal.ncdenr.org/web/n/ws/su/bmp-manual.
VI. SUBMIITALREQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wg/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at h_ptt //portal.ncdenr org/ web/ wo / ws/ su/ maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
foreachsubmittedapplicationpackagefromhttp://portal.ncdenr.org/web/wq/wslsu/statesw/forms dots.
1. Original and one copy of the Stormwater Management Permit Application Form. Initials
�_
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants gk
Form. (if required as per Fort 1111 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http•//www envhelp org/Inge*/onestoPexRress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within rh mile of the site boundary, include the rA
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
S. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
_1349-
la tc (c
hE
,'iirE
a ki-
9,11 15�
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify 31t�
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x1l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SH6VP prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 4198 Page No: 260 13Y6
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC ?Ae
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
=Secretary of State, otherwise the application will be returned.
www.secretary.state.nc.us/CoEporations/CSearch.asi2x
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org(web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Brian Edwards, El
Consulting Firm: Hobbs. Utxhurch & Associates. Pa
Mailing Address:135 W. Connecticut Ave
City:Southem Pines State:NC Zip:28387
Phone: [phone] Fax: [phone]
Email:[e-mail]
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 21ms been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Brian Edwards, El
Consulting Firm: Hobbs, Upchurch & Associates. Pa
Mailing Address:135 W. Connecticut Ave
City:Southern Pines State:NC Zip:2M7
Phone: (910 ) 692-5616
Email:bedwardsOhobbsupchurch.com
Fax: (910 ) 692-7342
IX, PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type mmne of person listed in Contact Information, item 2a) . certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Infornmtion, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action inch IyUssessm�of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signatu4xc<�ACLDate: 12 1 Y—
I, Susni, A LL4 o a Notary Public for the State of AIO r0n Qa tt11.K4 . County of
. u Mk e c I et n d;� . d ereby certify that , �c�1 t t1 t. ( a personally appeared
before me this 'day of Qht44 r i . ZUI'i . and ac owledge the due execution application for a
stormwater permit. Witness my hand and official seal,
M.
NOrAq` m
A&BUG V.
,��112'
!'D COUP''/
SOFA g
My commission expires t tLSt
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact btfonnation, item ]a) Butch Dunlap
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable st mwater under 15A NCAC 21-1.1000 and any other applicable state storrnwater requirements.
Signature: AO Date: /— 7'r, 741
1, S 4san M . LULYios a Notary Public four the State of Nec'%il Caro Mg g
C t&— ert u.tci . do hereby certify that 6 u � r- kt I k i `. WO personally appeared
Irk
before me this 21�iay ofJ4 n u�— 20 14 , and ac ledge the due execution of the application for a
stormwater permit. Witness my hand and official seal, Z CJ�/n>a+-oa_
CM.
TAOTArik
tG
OV�
SEAL
My commission expires cc tf zI� lot S
Form SWU• 101 Version Oct. 31, 2013 Page 7 of 7

..........
BOOK4198 - PAGE260
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
Caropine Ventures, LLC
1 238 North McPherson Church Road
Fayetteville, NC 28302
Attn: Mr. Perry Shelley
Prepared by: Brent Liljestron
Deed stamps:
Brief description for index:
FOR REGISTRATION RIEGISTER OF DEEDS
tin
RDON COt 1 ty, NO
April 301 2013 02:13A1 R
Book We page 260-268
wlI0NI926'll
i!III�Ii!�.1I III, ��illllulil:,IIiII
TICE AREA ABOVE. IS RESERVED FOR RECORDER'S USE
JAN 3 0 2014
STATE OF NORTH CAROLINA §
§ KNOW ALL PERSONS BY THESE PRESENTS:
COUNTY OF MOORE §
SPECIAL WARRANTY DEED
THAT THE CAROLINA DEVELOPMENT COMPANY, INC., a Nevada corporation
("Grantor"), for and in consideration of the stun of Ten Dollars ($10.00), has GRANTED,
BARGAINED, SOLD, AND CONVEYED, and by these presents does hereby GRANT,
BARGAIN, SELL, and CONVEY, unto CAROPINE VENTURES, LLC, a North Carolina
limited liability company ("Grantee"), that certain real property located in the County of
Moore, State of North Carolina, and more particularly described in Schedule 1 attached hereto
and.incorporated herein by_this reference (the "Property").
This conveyance is made and accepted subject to ad valorem taxes and assessments, and
all restrictions, reservations, covenants, conditions, liens, rights of way, and easements, if any,
relating to the Property, but only to the extent they are still in effect and shown of record in the
hereinabove mentioned county and state, and to all zoning laws, regulations, and ordinances of
municipal and/or other governmental authorities, if any, but only to the extent that they are still
in effect and relate to the Property (the "Permitted Exceptions").
SMRH:408151642.1 -I-
IW

BOOK4198 - PAGE261
TO HAVE AND TO HOLD the Property, as aforesaid, unto Grantee, its successors and
assigns, forever, and Grantor does hereby bind itself and its successors and assigns, to
WARRANT AND FOREVER DEFEND all and singular, the Property unto Grantee, its heirs,
legal representatives and assigns, against every person whomsoever lawfully claiming or to
claim the same, or any part thereof by, through, or under Grantor, but not otherwise, subject to
the Permitted Exceptions.
IN WITNESS WHEREOF, this Special Warranty Deed has been executed as of
,2013.
"Grantor"
THE CAROLINA DEVELOPMENT COMPANY,
INC., a Nevada corporation
By: µ a.
Thomas A. Seaman, in his capacity as court -
appointed Receiver for The Carolina
Development Company, Inc., and not in his
personal capacity
SMRH.408152642.1 -2-

BOOK4198 - PAGE262
ACKNOWLEDGEMENT
STATE OF CALIFORNIA
COUNTY OF OR)9N4'6
On H14t Z5t before me, T°^t S P"r— , a Notary Public, personally
appeared -I'►}pmn A Slt i" who proved to me on the basis of satisfactory evidence to be
the personW whose nameA is/Me subscribed to the within instrument and acknowledged to me
that he/soUtb6y executed the same in hiOwVthKr authorized capacity(i94, and that by
his/h*th&r signature*) on the instrument the personk% or the entity upon behalf of which the
person(p§ acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the
foregoing paragraph is true and correct.
WITNESS my hand and official seal.
DON S. PARK
Commission a 1a4a94a
Zi•.-
Notary PuElic - Californiai
_ `";;aa, �
Orange County ,
"=
My Comci. Er i� p' e. May 21, 2013!
SMR11:408152642A -3-
Signature

BOOK4198 - PAGE263
Schedule I
LEGAL DESCRIPTION OF PROPERTY
(See attached) - Exhibit A
See Court Order attached as Exhibit B
SMRH.408152642.1 Schedule

BOOK4198 - PAGE264
EXHIBIT A
Being that real property described in those deeds recorded in Book It 17, Page 454and Book
1136, page 383, Moore County Registry, the descriptions in which deeds are hereby eorpon
oy'relerence, less and except the following; seven(7) Excepted Tracts,, and: less and except the
easements enumerated below:
Excepted Tract No 1
All that property conveyed to Carolinas Corporation by deed recorded in Book 1173, Page 396,
Moore.County-Registry,the description in -which deed -is-hereby-incorpotated by reference.
910led Traet No. 2.
All those subdivided lots shown and depicted on the following subdivision maps:
Lots 1-14; The Carolina Pbase 1, Plat Cabinet 6, Slide 709
Lots 4R-7R, Phase 1, The Carolina, Plat Cabinet 6, Slide 955
Lots 16-22, 32-49 and 55-58, The Carolina Phase 1, Plat Cabinet 6, Slidea636
Lots 50-54 and 59-63, The Carolina Phase 1, Plat Cabinet 8, Slide 45
Lots-60R; The Cam-Iiii Plat Cibinat I0 Slide 625.
Exoentril M l No A.
BEGINNING at a point in the northern the right-of-way (ftm margin of Woodbine Way, said
Point being the easternmost comer of Lot 32, Phase 1, The Carolina, Plat Cabinet Slide 636;
thence from said beginning point, with the Oda -line of Lot No. 32, along 4 curve to the left
having a radius of 700:23 fee; and a chord of North 52-38-38 West 122.11 feet,,an are distance of
122.27 feet to a point; thence, continuing with the side -fine of Lot 32. North 57-38.45 West
69.27 feet to a point, the 1109hentmost comer of Lot 32; thence, with the rear line of Lois 32 and
33, South 39.03.42 West 294.05 abet to a point, the westernmost coiner of Lot 33; midpoint
being on the boundary Ilae of Golf Course Tract No. 1'(See deed recorded in Book 1173, page
398, and plat hied at Plat Cabinet 6, Slide 185, Moore County Registry); thence, with the lute of
Golf Course Tract No.. 1, the following three (3) courses and distances:
1. North 30-25-52 West 2117.81 feet to a point;
2. thence North_45.56:01_West_428.99..feet to,a point;
3. thence North 59-46 43 West 162.11 feet to a point;
thence, a new line North 3&29-20 West 1$9.82 feet to a point on another boundary line of Golf
Course Tract No. 1; thence, with the boundary line of Golf Course Tract No. 1, the following
four (4) courses and distances:
1. North 53-19-15 Past 98.34 feet to a point;
2. thence North 424041 East 188.51 feet to a point;
3. thence South 44-25-59 East' 586.39 feet to a point;

BOOK4198 - PAGE265
4. thence South 53-00-57 East 673.34 feet to a point in the northern R/W margin of
Woodbine Way;
thence, with the northern R/W margin of Woodbine Way, along a curve to the left having a
radius of 288.77 feet and a chord of South 72-16-25 West 107,35 feet, an arc distance of 107.98
feet to the point of BEGINNING, containing 7.21 acres, more or less.
Being the same property described in Book 1845, pages 177.180, Moore County Registry.
Excepted Tract No. 4.
That property lying between Excepted Tract No. 3 and Golf Course Tract No. I of Excepted
Tract No. I, and specifically described, as follows:
Beginning at the northwestemmost comer of Excepted Tract No. 3, said point being also a comer
of Golf Course Tract No. 1 in Excepted Tract No. I; from said beginning point, with the line of
Golf Course Tract No. 1, the following four courses and distances:
1. S63-02-59W 90.21 feet to a point;
2. S18-58-27E 147.44 feet to a point;
3. S78A5-57E 122.65 feet to a point;
4. N28-13-1 I E 64.72 feet to a point, a comer of Golf Course Tract No. 1, said comer
being also a comer of Excepted Tract No. 3;
thence, with the line of Excepted Tract No. 3, N38-29-20W 189.82 feel to the point or place of
Excepted Tract No, 5.
That triangular piece of property lying immediately north of Lot 4R, The Carolina, as shown in
-On the south by the north line of said Lot 4R
-On the east by the west line of Golf Course Tract 3 in Excepted Tract No, 1,
-On the west by the eastern right of way margin of Ramble Ridge (Plat Cabinet 6, Side
855).
Excepted Tract No. 6
Lying and being in McNeill Township, Moore County, North Carolina, and being more
particularly described as follows.
Beginning at a stake lying on the southern right-of-way line of SR # 1943 (60' right-of-
way), said stake being a common comer with Whispering Pines, Section Nine: thence with the
right-of-way of SR 0 1843 S 61-56-47 W 104.66 feet to a point, a corner of the maintenance
shed parcel for The Carolina Golf Course; thence with three lines of the maintenance shed parcel
as follows (1) S 11-07.40 E. 226.13 feet to a point, (2) S 54-3843 W 248.79 feet to a point,
and (3) N 33-31-22 W 235 87 feet to a point in the right -of --way of SR. 1843, thence with said
right-of-way in two Imes as follows: (1) with the are of a circular curve to the left having a radius.
of 2990 22 feet an are distance of 756.27 feet, which arc is subtended by a chord bearing S 48-
58-51 W 754.12 feet, and (2) S 43-17-06 W 792.71 feet to a point, a common comer with The
Carolma Golf Course (the "l7C"). thence with seven Imes of the GC as follows. (1) N 59-09-38
E-250:56 feet to a point;(2) N 59-42-08-E.. 575-56 feet to a point, .(3).N,61-23-10-E_197.65.feet
to a point, (4) N 8 1 -13-45 E. 62 03 feet to a point, (5) S 70-09-04 E. 63 95 feet to a point, (6) S
42-30-55 E 89 91 feet to a point, (7) S 33-12-22 E 72 73 feet to a point; thence S 37-27-56 E
1118 38 feet to a point; thence N 79-10.11 E 50 64 feet to a point in the rear line of lots in
Whispering Pines, Section 9; thence with said tear lot lines in two lines as follows (1) N 10-49-
49 W. 516 36 feet to a point, and (2) N 10-19-49, W. 1310 68 feet to the pomt or place of
Beginning; and containing 20 51 acres, more or less. (LRR No. 20050760)

BOOK4198 - PAGE266
Excepted Tract No. 7
Those two tracts of land shown on the Tax.Maps as LRK No. 20050761 and
LRK No. 20050762
THERE IS ALSO EXCEPTED HEREFROM, AND RETARDED BY GRANTOR,
EASEMENTS NOS. 3, 4, S, 7, 6a, 86,12-A,12-B, l3 AND U, AS DESCRIBED BELOW (fire
purpose of these retained casements is to allow for the existence of+ repair of, and maintenance of,
cartpaths serving the golf course which adjoins the property conveyed hereby. It is understood that
Grantor intends to transfer and convey these easements to the owner of the golf course):
Easement No. 3: Being an easement running between Golf Course Tracts Nos. 6 and 7 (see
deed recorded in Book 1173, page 398 and plat filed at Plat Cabinet 6, Slide 185, Moore County .
Registry) and specifically shown and depicted as shaded on that survey attached hereto as Exhibit
C-1,
Easement No. 4: Being an easement running between Golf Course Tracts Nos. 5 and 6 (see
deed recorded in Book 1173, page 398 and plat filed at Plat Cabinet 6, page 185, Moore County.
Registry) and specifically shown and dcpicted-as-shaded on that survey attached hereto as Exhibit
C-2.
Easement No. 5: Being an easement running between Golf Course Tracts Nos. 4 and 7 (see
deed recorded in Book 1173. page 398 and plat filed in Plat Cabinet 6, Slide 185, Moore County
Registry) and specifically shown and depicted as shaded, on that'survey attached hereto as Exhibit
D.
Easement No. 7: Being an easement mmming between Golf Course Tract No. 3 (see deed
recorded is Book I M, page 398 and plat filed at PlatCabinet 6, Slide 185. Moore County Registry)
and Woodbine Way (see plat at Plat Cabinet 6, Slide 630, Moore County Registry) and specifically
shown and depicted, shaded, on that survey attached hereto as Exhibit E.
Easement Nos. 8a and 8b: Being an easement running between two different portions of Golf
Course -Tract No. 5 (see deed recorded in Book-1-173; page 398 and plat filed at -Plat Cabinet 6,-Slide
195, Moore County Registry) and located as specifically shown and depicted, in two (2) segments,
shaded, on those surveys attached hereto as Exhibits F and G.
EesementNo.12-A: Being an easement running from and returning toGolfCourscTract No. 4(see
deed recorded in Book 1173, page 398 and plat filed at Plat Cabinet 6, Slide 185, Moore County
Registry) and located as specifically shown and depicted on that survey attached hereto as Exhibit
li. (See also Exhibit 1)
rMement No. R-tr: t5eing an easement connecting, tiolr UOUMC Tracts Nos, 2 and 4 (see deed
recorded in Book 1173, page 398 and plat filed at Plat Cabinet 6, Slide 185, Moore County Registry)
and located as specifically depicted, shaded, on that survey attached hereto as Exhibit 1. (See also
Exhibit H
recorded in Book 1173, page 398 and plat filed at Plat Cabinet ti, Slide 185, Moore County Registry)
and located as specifically shown and depicted, shaded, on that survey attached hereto as Exhibit J.
Easement No. 14: Being an easement, in two segments, near the south line of a portion of Golf
Course Tract No. 5 (see deed recorded in Book 1173, page 398 and plat filed at Plat Cabinet 6, Slide
I85, Moore County Registry), leaving and then returning to said Golf Course Tract No. 5, and
located as specifically shown and depicted, shaded, on that survey attached hereto as Exhibit K.

BOOK4198 - PAGE267
Case
2
3
4
5
FA
72-AHS-MLG Document 802 Filed 02/25/13 Page 1 of 2 Page ID #:6126
Exhibit B
8 UNITED STATES DISTRICT COURT
9 CENTRAL DISTRICT OF CALIFORNIA, SOUTHERN DIVISION
10
11 SECURITIES AND EXCHANGE
COMMISSION,
12
13 Plaintiff,
14 V.
15 LAMBERT VANDER TU1G (a/k/a
LAMBERT VANDER TAG a/k/a
16 DEAN I. VANDER TAG) THE
CAROLINA DEVELOPMENT
17 COMPANY, INC. wVa THE
CAROLINA COMPANY AT
18 PINEHURST, INC.) AND
19
JONATHAN CARMAN,
2011 Defendants.
21
Case No. SACV 06-172 AHS (MLGx)
ORDER APPROVING
RECEIVER'S SALE OF 205 ACRES
IN MOORE COUNTY, NORTH
CAROLINA
22 The Receiver's Motion for Approval to Sell 205 Acres in Moore
23 County, North Carolina (the "Motion," ECF No. 797) came on for hearing this 25th
24 day of February, 2013, in Courtroom 10A of the above -entitled Court, the
25 Honorable Alicemarie H. Stotler presiding. Court -appointed receiver Thomas A.
26 Seaman (the "Receiver") appeared by and through his attorney, Matthew B.
27 Holbrook.
28 //

BOOK4198 - PAGE268
Case 8JQ6-cv-00172-AHS-MLG Document 802 Filed 02/25/13 Page 2 of 2 Page ID #:6127
2
3
The Receiver seeks approval to sell three parcels of real property
consisting of approximately 205.95 acres surrounding The Carolina golf course in
Moore County, North Carolina (collectively, the "Property"). The Property is
4 described fully in Exhibit B to the Motion.
5 Having read the Motion, all related exhibits, and the Receiver's
6 11 Supplemental Report that No Overbid Offers Were Received to Purchase 205 Acres
7
W
0
in Moore County, North Carolina (ECF No. 800), and having given due
consideration thereof, the Court finds that the proposed sale of the Property is in the
best interests of the receivership estate. In addition, the Court finds that the
10 Receiver has substantially complied with the requirements of 28 U.S.C. § 2001(b).
11 THEREFORE, IT IS HEREBY ORDERED AS FOLLOWS:
12 The Receiver is authorized to sell three parcels of real property
13 consisting of approximately 205.95 acres surrounding The Carolina golf course in
14 Moore County, North Carolina, as described fully in Exhibit B to the Motion, to
15 Williams II, Inc. (or its designee) for $1,375,000.
16 In connection with the sale, the Receiver is authorized to pay all
17 customary fees, costs, and expenses, including, without limitation, real estate broker
18 commissions.
19
20 Dated: February 25, 2013
21
22
ALICEMARIE H. STOTLER
24 UNITED STATES DISTRICT JUDGE
25
26
27
28
-2-

01/24/14 13:58 FAX [phone] ROROINS MAY & RICII
NORTH CAROLINA
0 Department of the Secretary of State
To all whom these presents shall come, Greetings:
l9 001/002
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
CAROPINE VENTURES, LLC
the original of which was filed in this office cn the 12th day of March, 2013.
. f •`�1
VE
i ❑ sax°; °C
JAN 3 0 2014
IN WUNESS WHEREOF, I have hereunto set my
hand oad affixed my official seal at the City of
Raleigh, this 12ib day of March, 2013.
Certification# C201306600941.1 Reference# C20130660094 1 -1 Page: I oft Secretary of State
Verity this cenificate online at www.secretary.alate.ne.ar/veriPoation

.l
.__ 01/24/14 13:58 FAX [phone] ROBBINS MAY & RICH IM002/002
C201306600941
SOSID: 1306590
Date Filed: 3i12r2013 2:23:00 PM
State of North Carolina Elaine F. Manhau
Department of the Secretary of State North Carolina Secretary of State 1
Limited Liability Company C201306600941
ARTICLES OF ORCANU ATION
Pursuant to §57C-2-20 of the General Statutes of North Camli:ia, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
I. The name of the limited liability company is: Campine Ventures, LLC
2. There shall be no limit on the duration of the limited liability company.
3. The name and address of the person executing these arlicles of organization is:
John M. May, Organizer
Robbins May & Rich LLF
120 Applecross Road
Pinehurst, NC 28374
4. The street address and county of the initial registered o Nre of the limited liability company is:
238 North McPherson Church Road, Fayetteville, NC 28303 Cumberland County
The mailing address of the initial registered office is: Ssme
5. The name of the initial registered agent is: loan Brown
6. The street address and county of the principal office of the limited liability company is:
238 North McPherson Church Road, Fayetteville, NC 28303 Cumberland County
The mailing address of the principal office ofthe limitl.d liability company is: Same
7. Manager -managed LLC: except as provided by N.C.G S. Section 57C-3-20(a), the members of
this limited liability company shall not be managers by virtue of their status as members.
8. Any other provisions which the limited liability compa..iy elects to include are attached. None
attached
9. These articles will be effective upon filing.
This is the (e day of Mao 2013.
By: m.,r/y
NOTES: Joan M. May, Organizer
I. Filing fee is $125. This document roust be filed with. the Secretary of State,
One original and one conformed copy
GrYlnuaoaa Ct013a6600941.1 Rof9re9e94 C20130660094t-Pero: 29r2