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YARBROUGH -WILLIAMS& HOULE, INC.
Planning • Surveying • Engineering
NCBELS C-0475
SC COA332
STORMWATER MANAGEMENT
AS -BUILT CALCULATIONS
FOR
COTTON FLATS
August 2, 2017
CONTENTS:
• Designer Certification
• As -built Calculations
730 Windsor Oak Court, Charlotte, NC 28273 0 P.O. Box 1198, Pineville, NC 28134 c 704.556.1990 o fax [phone]

SAND FILTER CALCULATIONS
references: NCDENR Stormwater BMP Manual Chapter 11
Date: 4.19.16 As -Built 7.31.17
PROJECT COTTON FLATS -Sand Filter# 1
Rase I"Iatn
730 Windsor Oak Ct Y \ x /{r�
Charlotte, NC 28241 `l �l�l j
704-556-1990
YARBROUGH-WILLIAYIS & HOULE, INC.
Planning • Surveying • Engineering
Site Area Post = Total Drainage Area (A) =
Site Area Pre = Total Drainage Area (A) =
Measured Impervious Area -
Hvtlroloaic Data
Pre - CN
5.09 ac
6.88 ac
6.88 ac
73.98%
Acrea a
Land Use
Soil Tvde
Hydrologic Group
CN
(weighted) CN
4.54
Bld vl
98
64.67
2.34
Grass
Tu
B
61
20.75
0.00
0.00
6.88
Post - CN
CN,
85
Acrea a
Land Use
Soil Tvoe
H drolo is Group
CN
wei hied CN
5.09
Bld v[
98
72.50
1.79
Grass
Tu
B
61
15.87
0.00
0.00
6.88
Pre
CN 85
Post
88
CN,t
88
Steps 1, 2 Determine if the development site and conditions are appropriate for the use of a
Sand Filter pond and consider any site -specific design considerations.
Step 3 Compute Water Quality Volume (WQv)
Compute Runoff Coefficient, Rv, using (Schueler's Method) Equation 3.1
Rv = 0.05 + 0.009 (1) 1 = percent impervious over basin area =
Total Rainfall amount (P) _
Rv = 0.715843023 Re = 2.94
Compute Water Quality Volume, WQv, using Equation 3.2
WQv = 1.0RvA/12 = 0.41 ac-ft or
Convert Water Quality Volume, WQv to inches of runoff using Equation 3.3
WQv=1.0(Rv) = 0.72 in
17878 cf
74.0

Compute Site Hydrologic Input Parameters
Using SCS hydrologic procedures and/or computer models the following data can
be determined for the example development site.
Step 4 Summary of Hydrocad Input and Output
HYDROLOGIC INPUT DATA
Condition
Area ac
CN
tc hours
tc min
Pre-dev
6.88
85
0.30
18.16
Post dev
6.88
88
0.20
12.00
Results of Preliminary Hydrologic Calculations
(From Computer Model Results Using SCS Hydrologic Procedures)
Condition
1 YR
Q2- ear
Q10- ear
Runoff
cfs
cfs
Pre-Dev
9.3
10.01
20.84
w/ out controls
Post Dev
14.92
18.91
34
w/ controls
Post Dev
2.25
2.86
20.62
Step 5 Compute Water Quality Peak Flow (WQp) using modified CN (adjusted) value
Compute modified SCS curve number, CN, using Equation 3.4
CN mod -post = 1000/[10 + 5P + 10 WQv-10(WQv2 + 1.25 W QvP)0.5j
CN mod -post = 97
Compute WQp using SCS the hydrograph procedure documented in the CMSWDM
using Hydrocad hydrologic model. A 1-inch, 6-hour balanced storm event is required.
See Hydrocad Report WQp = 5.39 cfs
Step 5 Compute Sedimentation Chamber Minimum Surface Area
Per Section 11.3.5 NCDENR Stormwater BMP Manual
Also Min As (ftn = [240' Rv' Ao]' Ro (ft') = 3475.08 sf
As provided = 1858.0 sf
Forebay Chamber Storage -Elevation Data
Elevation
Area sf
Area ac
Ht (ft)
Inc. Vol ac-ft)
Acc. Vol ac-ft
Acc. Vol cf
650
1102.0
0.025
0.0
0.00
0.00
0.00
651
1858.0
0.043
1.0
0.03
0.03
1480.00
652
2645.0

Step 6 Compute Sand Filter Area to Treat Water Quality Volume
At = (WQv)(df)/[(k)(hf*df)(tf)]
where:
At = surface area of filter bed (ft2)
WQv = Treatment Water Quality Volume (cf)
df = filter bed depth (it)
k = coefficient of permeability of filter media (ft/day)
hp = average height of water above filter bed (ft)
tf = design filter bed drain time (days)
17877.75 cf
1.50
3.5
1.49
1.67
Af = 1537.0 sf required min. area of sand filter
Est. Sand filter area 39.2 foot by 39.2
Filter Surface Area (A. F 1537 sf for calculations
NOTE: top sand filter provided is 43' X 43'
bottom of sand filter (41' X 41) is used to calculate outflow throu h the filter
Actual Sand Surface Area Provided = F 1560 sf
Step 7 Verify the Volumes
r_
Filter area provided =1 5087 sf
Forebay area provided = 1858 sf
ha„r;lte,_ 4.33 it max head interpolated
Step 8 Develop Water Quality Storage -Elevation Table
Water Quality Storage -Elevation Data (including Forebay)
40 hrs
Elevation
Area (sfi
Area ac
Ht ft
Inc. Vol ac-ft)
Acc. Vol ac-ft)
649
1551.0
0.036
0.00
0.00
0.00
M13.00
650
3694.0
0.085
1.00
0.06
0.06
651
5087.0
0.117
2.00
0.10
0.16
652
6611.00
0.152
3.00
0.13
0.30
7322.00
0.182
4.00
9.i7
0.46
.0
654
9134.00
0.210
5.00
0.20
0.66
28656,50
Top of Sand Filter Elevation
50 yr WSE
WQv Elevation =
WQv Required - 17877.8 cf
WQv treated = 1 17878.01 Cf
Forebay, Weir Elevation =
Top of Box Weir Elevation =
ac-ft per sand filter
ac-ft per sand filter
649.00
653.59
651.97
0.410
0.410
652
653.33
WQv release in (max 40 firs) = YES

Post Development 1 in
w / Mod CN
Subcat Reach LP/ond Link
0
Sand Filter

Sf # 1 HydroCad Charlotte 6-hr 1 INCH 1 inch Rainfall=1.00"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 2
Summary for Subcatchment 8S: Post Development 1 in w / Mod CN
Runoff = 8.70 cfs @ 3.19 hrs, Volume= 0.405 af, Depth= 0.71"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 1 INCH 1 inch Rainfall=1.00"
Area (ac) CN Description
6.880 97 post dev
6.880 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
12.0 Direct Entry, Post Dev
Subcatchment 8S: Post Development 1 in w / Mod CN
Hydrograph
— Runoff
Charlotte 6-hr
1 INCH
1 inch Rainfall=1.00"
Runoff Area=6.880 ac
Runoff Volume=0.405 of
Runoff Depth=0.71"
Tc=12.0 min
CN=97
20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120
Time (hours)

Sf # 1 HydroCad Charlotte 6-hr 1 INCH 1 inch Rainfall=1.00"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 3
Summary for Pond 23P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 0.71" for 1 inch event
Inflow = 8.70 cfs @ 3.19 hrs, Volume= 0.405 of
Outflow = 0.22 cfs @ 6.03 hrs, Volume= 0.405 af, Atten= 97%, Lag= 170.2 min
Primary = 0.22 cfs @ 6.03 hrs, Volume= 0.405 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs 12
Peak Elev= 652.35' @ 6.03 hrs Surf.Area= 7,067 sf Storage= 15,388 cf
Plug -Flow detention time= 865.3 min calculated for 0.404 of (100% of inflow)
Center -of -Mass det. time= 865.6 min ( 1,076.5 - 210.9)
Volume Invert
Avail.Storage Storage Description
#1 649.00'
28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
649.00
1,551
0 0
650.00
3,694
2,623 2,623
651.00
5,087
4,391 7,013
652.00
6,611
5,849 12,862
653.00
7,922
7,267 20,129
654.00
9,134
8,528 28,657
Device Routing
Invert
Outlet Devices
#1 Primary
645.00'
24.0" Round Culvert L= 27.5' Ke= 0.500
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364 '/' Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1
649.00'
Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1
652.33'
4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1
653.33'
16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=0.22 cfs @ 6.03 hrs HW=652.35' (Free Discharge)
L1=Culvert (Passes 0.22 cfs of 38.11 cfs potential flow)
2=Special & User -Defined (Custom Controls 0.19 cfs)
3=Sharp-Crested Rectangular Weir (Weir Controls 0.03 cfs @ 0.43 fps)
=Sharp -Crested Rectangular Weir ( Controls 0.00 cfs)

Sf # 1 HydroCad Charlotte 6-hr 1 INCH 1 inch Rainfall=1.00"
Prepared by Microsoft Printed 7/31/2017
HydroCAD®10.00 s/n 05047 ©2013 HydroCAD Software Solutions LLC Page 4
Pond 23P: Sand Filter
Hydrograph
— InFlow
— Primary
Inflow Area=6.880 ac
Peak Elev=652.35'
Storage=15,388 cf
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Time (hours)

7S
Pre-dev
9S D /22P
Post Development
Sand Filter
8S � 23P
Post Development 1 in
w / Mod CN
S4 Reach Pon Link
Sand Filter

Sf # 1 HydroCad Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 © 2013 HydroCAD Software Solutions LLC Page 2
Summary for Subcatchment 7S: Pre-dev
Runoff = 9.30 cfs @ 12.17 hrs, Volume= 0.712 af, Depth= 1.24"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Area (ac) CN Description
6.880 85 Pre-dev
6.880 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
14.2 100 0.0500 0.12 Sheet Flow, Pre-Dev
Woods: Light underbrush n= 0.400 P2= 3.50"
4.4 240 0.0330 0.91 Shallow Concentrated Flow, Pre-dev
Woodland Kv= 5.0 fos
18.6 340 Total
Subcatchment 7S: Pre-dev
Hydrograph
— Runoff
Charlotte 24-hr 1-yr
1 yr Rainfall=2.58"
Runoff Area=6.880 ac
Runoff Volume=0.712 of
Runoff Depth=1.24"
Flow Length=340'
Tc=18.6 min
CN=85
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140
Time (hours)

Sf # 1 HydroCad Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 8S: Post Development 1 in w / Mod CN
Runoff = 18.13 cfs @ 12.08 hrs, Volume= 1.286 af, Depth= 2.24"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Area (ac) CN Description
6.880 97 post dev
6.880 100.00% Pervious Area
Tc Length
Description
12.0 Direct Entry, Post Dev
N
V
3
LL
Subcatchment 8S: Post Development 1 in w / Mod CN
Hydrograph
20-
19; 1 18.13 cfs
18-
17- Charlotte 24-hr 1-yr
1 s-
15- 1 yr Rainfall=2.58"
13-
Runoff Area=6.880 ac
72-
11, Runoff Volume=1.286 of
Runoff Depth=2.24"
9-
8 Tc=12.0 min
6_ CN=97
5-
4'
3.
2.
1..
0-
0 5 10 15 20 25 30 35 40 45 50 55 60 85 70 75 80 85 90 95 160 165 110 ,15 120 125 130 135 140
Time (hours)
— Runoff

Sf # 1 HydroCad Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 4
Summary for Subcatchment 9S: Post Development
Runoff = 12.78 cfs @ 12.09 hrs, Volume= 0.831 af, Depth= 1.45"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Area (ac) CN Description
6.880 88 post dev
6.880 100.00% Pervious Area
Tc Length
Description
12.0 Direct Entry, Post Dev
0
Subcatchment 9S: Post Development
Hydrograph
Charlotte 24-hr 1-yr
1 yr Rainfall=2.58"
Runoff Area=6.880 ac
Runoff Volume=0.831 of
Runoff Depth=1.45"
Tc=12.0 min
CN=88
rime (hours)
110 115 120 125 130 135 11
— Runoff

Sf # 1 HydroCad Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 5
Summary for Pond 22P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 1.45" for 1 yr event
Inflow 12.78 cfs @ 12.09 hrs, Volume= 0.831 of
Outflow = 2.76 cfs @ 12.41 hrs, Volume= 0.831 af, Atten= 78%, Lag= 19.3 min
Primary = 2.76 cfs @ 12.41 hrs, Volume= 0.831 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 652.67' @ 12.41 hrs Surf.Area= 7,491 sf Storage= 17,738 cf
Plug -Flow detention time= 663.4 min calculated for 0.831 of (100% of inflow)
Center -of -Mass det. time= 663.7 min ( 1,492.8 - 829.1 )
Volume Invert Avail.Storage Storage Description
#1 649.00' 28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
649.00 1,551 0 0
650.00 3,694 2,623 2,623
651.00 5,087 4,391 7,013
652.00 6,611 5,849 12,862
653.00 7,922 7,267 20,129
654.00 9,134 8,528 28,657
Device Routing Invert Outlet Devices
#1 Primary, 645.00' 24.0" Round Culvert L= 27.5' Ke= 0,500•
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364 '/' Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1 649.00' Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1 652.33' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1 653.33' 16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=2.75 cfs @ 12.41 hrs HW=652.67' (Free Discharge)
L1=Culvert (Passes 2.75 cfs of 39.07 cfs potential flow)
2=Special & User -Defined (Custom Controls 0.19 cfs)
3=Sharp-Crested Rectangular Weir (Weir Controls 2.56 cfs @ 1.91 fps)
=Sharp -Crested Rectangular Weir ( Controls 0.00 cfs)

Sf # 1 HydroCad Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 © 2013 HydroCAD Software Solutions LLC Page 6
Pond 22P: Sand Filter
Hydrograph
14-
13-
12.76 Cf5
12- Inflow Area=6.880 ac
11-
10- Peak Elev=652.67'
Storage=17,738 cf
8-
7-
6-
5-
41
3- 2.76 Cf5
2-
1-
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 60 65 40 45 160 165 110 115 120 125 130 135 14
rime (hours)
Inflow
Primary

Sf # 1 HydroCad Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 7
Summary for Pond 23P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 2.24" for 1 yr event
Inflow = 18.13 cfs @ 12.08 hrs, Volume= 1.286 of
Outflow = 12.37 cfs @ 12.20 hrs, Volume= 1.286 af, Atten= 32%, Lag= 7.2 min
Primary = 12.37 cfs @ 12.20 hrs, Volume= 1.286 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 653.32' @ 12.20 hrs Surf.Area= 8,305 sf Storage= 22,827 cf
Plug -Flow detention time= 458.4 min calculated for 1.286 of (100% of inflow)
Center -of -Mass det. time= 458.4 min ( 1,234.6 - 776.3)
Volume Invert Avail.Storage Storage Description
#1 649.00' 28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
649.00 1,551 0 0
650.00 3,694 2,623 2,623
651.00 5,087 4,391 7,013
652.00 6,611 5,849 12,862
653.00 7,922 7,267 20,129
654.00 9,134 8,528 28,657
Device Routing Invert Outlet Devices
#1 Primary 645.00' 24.0" Round Culvert L= 27.5 Ke= 0.500
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364'/' Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1 649.00' Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1 652.33' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1 653.33' 16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=12.36 cfs @ 12.20 hrs HW=653.32' (Free Discharge)
L1=Culvert (Passes 12.36 cfs of 40.91 cfs potential flow)
2=Special & User -Defined (Custom Controls 0.19 cfs)
3=Sharp-Crested Rectangular Weir (Weir Controls 12.17 cfs @ 3.25 fps)
=Sharp -Crested Rectangular Weir ( Controls 0.00 cfs)

Sf # 1 HydroCad
Prepared by Microsoft
Charlotte 24-hr 1-yr 1 yr Rainfall=2.58"
Printed 7/31/2017
Pond 23P: Sand Filter
Hydrograph
— Inflow
Primary
Inflow Area=6.880 ac
Peak Elev=653.32'
Storage=22,827 cf
n s in 15 9n ?A 3n n5 an A5 Sn Ss An AS 7n 75 An As Qn Qs inn ins iin ix »n »s 13n ii5
Time (hours)

Sf # 1 HydroCad Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 9
Summary for Subcatchment 7S: Pre-dev
Runoff = 10.01 cfs @ 3.34 hrs, Volume= 0.577 af, Depth= 1.01"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Area (ac) CN Description
6.880 85 Pre-dev
6.880 100-00% Pervious Area
Tc Length Slope
min) (feet) (f /ft)
14.2 100 0.0500
4.4 240 0.0330
18.6 340 Total
u
3
LL
Description
0.12 Sheet Flow, Pre-Dev
Woods: Light underbrush n= 0.400 P2= 3.50"
0.91 Shallow Concentrated Flow, Pre-dev
Woodland Kv= 5.0 fos
Subcatchment 7S: Pre-dev
Hydrograph
11-
10.01 cfs
10-
9- Charlotte 6-hr 2-yr
2-yr Rainfall=2.28"
8-
Runoff Area=6.880 ac
7-
Runoff Volume=0.577 of
6-
5- Runoff Depth=1.01"
4- Flow Length=340'
Tc=18.6 min
3-
CN=85
2-
1-
O-
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140
Time (hours)
— RunoH

Sf # 1 HydroCad Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 10
Summary for Subcatchment 8S: Post Development 1 in w / Mod CN
Runoff = 22.19 cfs @ 3.24 hrs, Volume= 1.116 af, Depth= 1.95"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Area (ac) CN Description
' 6.880 97 post dev
6.880 100.00% Pervious Area
Tc Length
Description
12.0 Direct Entry, Post Dev
Subcatchment 8S: Post Development 1 in w / Mod CN
Hydrograph
Charlotte 6-hr 2-yr
2-yr.Rainfall=2.28"
Runoff Area=6.880 ac
r Runoff Volume=1.116 of
Runoff Depth=1.95"
Tc=12.0 min
CN=97
110 119 1
Time (hours)
— Runaff

Sf # 1 HydroCad Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 11
Summary for Subcatchment 9S: Post Development
Runoff = 14.61 cfs @ 3.24 hrs, Volume= 0.685 af, Depth= 1.20"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 2-yr" 2-yr Rainfall=2.28"
Area (ac) CN Description
6.880 88 post dev
6.880 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (f /ft) (f /sec) (cfs)
12.0 Direct Entry, Post Dev
Subcatchment 9S: Post Development
Hydrograph
— Runoff
Charlotte 6-hr 2-yr
2-yr Rainfall=2.28"
Runoff Area=6.880 ac
Runoff `,volume=0.685 of
Runoff Depth=1.20"
Tc=12.0 min
CN=88
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100105 110 115 120 125 130 135 140
Time (hours)

Sf # 1 HydroCad Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Prepared by Microsoft Printed 7/31/2017
HydroCAD@ 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 12
Summary for Pond 22P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 1.20" for 2-yr event
Inflow = 14.61 cfs @ 3.24 hrs, Volume= 0.685 of
Outflow = 3.32 cfs @ 3.66 hrs, Volume= 0.685 af, Atten= 77%, Lag= 24.8 min
Primary = 3.32 cfs @ 3.66 hrs, Volume= 0.685 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 652.72' @ 3.66 hrs Surf.Area= 7,555 sf Storage= 18,093 cf
Plug -Flow detention time= 537.5 min calculated for 0.685 of (100% of inflow)
Center -of -Mass det. time= 537.8 min ( 758.1 - 220.3 )
Volume
Invert Avail.Storage Storage
Description
#1
649.00'
28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
649.00
1,551
0
0
650.00
3,694
2,623
2,623
651.00
5,087
4,391
7,013
652.00
6,611
5,849
12,862
653.00
7,922
7,267
20,129
654.00
9,134
8,528
28,657
Device Routing Invert Outlet Devices
#1 Primary 645.00' 24.0" Round Culvert L= 27.5' Ke= 0.500
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364'/' Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1 649.00' Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1 652.33' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1 653,33' 16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=3.31 cfs @ 3.66 hrs HW=652.72' (Free Discharge)
L1=Culvert (Passes 3.31 cfs of 39.21 cfs potential flow)
2=Special & User -Defined (Custom Controls 0.19 cfs)
3=Sharp-Crested Rectangular Weir (Weir Controls 3.12 cfs @ 2.04 fps)
=Sharp -Crested Rectangular Weir ( Controls 0.00 cfs)

Sf # 1 HydroCad Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 © 2013 HydroCAD Software Solutions LLC Page 13
Pond 22P: Sand Filter
Hydrograph
— Inflow
— Primary
4
3- Inflow Area=6.880 ac
1
12- Peak Elev=652.72'
11-
101 1 Storage=18,093 cf
30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140
Time (hours)

Sf # 1 HydroCad Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Prepared by Microsoft Printed 7/31/2017
HydroCAD@ 10.00 s/n 05047 ©2013 HydroCAD Software Solutions LLC Page 14
Summary for Pond 23P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 1.95" for 2-yr event
Inflow = 22.19 cfs @ 3.24 hrs, Volume= 1.116 of
Outflow = 13.45 cfs @ 3.37 hrs, Volume= 1.116 af, Atten= 39%, Lag= 8.3 min
Primary = 13.45 cfs @ 3.37 hrs, Volume= 1.116 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 653.36' @ 3.37 hrs Surf.Area= 8,358 sf Storage= 23,194 cf
Plug -Flow detention time= 342.3 min calculated for 1.116 of (100% of inflow)
Center -of -Mass det. time= 342.6 min ( 549.3 - 206.7)
Volume Invert
Avail.Storage Storage Description
#1 649.00'
28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
649.00
1,551
0 0
650.00
3,694
2,623 2,623
651.00
5,087
4,391 7,013
652.00
6,611
5,849 12,862
653.00
7,922
7,267 20,129
654.00
9,134
8,528 28,657
Device Routing
Invert
Outlet Devices
#1 Primary
645.00'
24.0" Round Culvert L= 27.5 Ke= 0.500
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364 T Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1
649.00'
Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1
652.33'
4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1
653.33'
16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=13.40 cfs @ 3.37 hrs HW=653.36' (Free Discharge)
t1=Culvert (Passes 13.40 cfs of 41.04 cfs potential flow)
2=Special & User -Defined (Custom Controls 0.19 cfs)
3=Sharp-Crested Rectangular Weir (Weir Controls 12.95 cfs @ 3.32 fps)
=Sharp -Crested Rectangular Weir (Weir Controls 0.26 cfs @ 0.56 fps)

Sf # 1 HydroCad Charlotte 6-hr 2-yr 2-yr Rainfall=2.28"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 ©2013 HydroCAD Software Solutions LLC Page 15
Pond 23P: Sand Filter
Hydrograph
— Inflow
Primary
21-
20- Inflow Area=6.880 ac
18-:
Peak Elev=653.36'
17-
16-
Storage=23,194 cf
y
13.45 crs
= 13'
3 12-
0
10-
15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140
Time (hours)

Sf # 1 HydroCad Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 © 2013 HydroCAD Software Solutions LLC Page 16
Summary for Subcatchment 7S: Pre-dev
Runoff = 20.84 cfs @ 3.33 hrs, Volume= 1.267 af, Depth= 2.21"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Area (ac) CN Description
6.880 85 Pre-dev
6.880 100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(f /ft)
(f /sec)
(cfs)
14.2
100
0.0500
0.12
Sheet Flow, Pre-Dev
Woods: Light underbrush n= 0.400 P2= 3.50"
4.4
240
0.0330
0.91
Shallow Concentrated Flow, Pre-dev
Woodland Kv= 5.0 fps
ifflr'�IEEIBLlIMma _
Subcatchment 7S: Pre-dev
Hydrograph
— Runoff
Charlotte 6-hr 10-yr
10-yr. Rainfall=3.72"
Runoff Area=6.880 ac
Runoff Volume=1.267 of
Runoff Depth=2.21"
Flow Length=340'
Tc=18.6 min
CN=85
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140
Time (hours)

Sf # 1 HydroCad Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 17
Summary for Subcatchment 8S: Post Development 1 in w / Mod CN
Runoff = 34.29 cfs @ 3.23 hrs, Volume= 1.934 af, Depth= 3.37"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Area (ac) CN Description
* 6.880 97 post dev
6.880 100.00% Pervious Area
Tc Length
Description
12.0 Direct Entry, Post Dev
0
U.
Subcatchment 8S: Post Development 1 in w / Mod CN
Hydrogmph
38-
34.29 cfs
34-
32- Charlotte 6-hr 10-yr
3
28- 10-yr Rainfall=3.72rr
26- Runoff. Area=6.880 ac
24- ..
22 Runoff Volume=1.934 of
Runoff Depth=3.37"
16- Tc=12.0 min
14-
12- CN=97
,o
B
6-
4.
2
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 165 60 115 120 125 130 135 140
Time (hours)
— Runoff

Sf # 1 HydroCad Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 18
Summary for Subcatchment 9S: Post Development
Runoff = 27.44 cfs @ 3.24 hrs, Volume= 1.416 af, Depth= 2.47"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Area (ac) CN Description
6.880 88 post dev
6.880 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
12.0 Direct Entry, Post Dev
Subcatchment 9S: Post Development
Hydrograph
— RunoH
Charlotte 6-hr 10-yr
10-yr Rainfall.4.72rr
Runoff Area=6.880 ac
Runoff `Jolume=1.416 of
Runoff Depth=2.47"
Tc=12.0 min
CN=88
3s an ds sn ss fin RS 7n ]s Hn As Qn 4s inn tns Ito 1is 19n 19s 13n 13s 1,
Time (hours)

Sf # 1 HydroCad Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 © 2013 HydroCAD Software Solutions LLC Page 19
Summary for Pond 22P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 2.47" for 10-yr event
Inflow = 27.44 cfs @ 3.24 hrs, Volume= 1.416 of
Outflow = 19.96 cfs @ 3.36 hrs, Volume= 1.416 af, Atten= 27%, Lag= 7.0 min
Primary = 19.96 cfs @ 3.36 hrs, Volume= 1.416 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 653.51' @ 3.36 hrs Surf.Area= 8,540 sf Storage= 24,476 cf
Plug -Flow detention time= 270.9 min calculated for 1.416 of (100% of inflow)
Center -of -Mass det. time= 271.2 min (486.0 - 214.8)
Volume
Invert Avail.Storage Storage
Description
#1
649.00'
28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
649.00
1,551
0
0
650.00
3,694
2,623
2,623
651.00
5,087
4,391
7,013
652.00
6,611
5,849
12,862
653.00
7,922
7,267
20,129
654.00
9,134
8,528
28,657
Device Routina Invert Outlet Devices
#1 Primary 645.00' 24.0" Round Culvert L= 27.5' Ke= 0.500
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364'/' Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1 649.00' Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1 652.33' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1 653.33' 16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=19.92 cfs @ 3.36 hrs HW=653.51' (Free Discharge)
t1=Culvert (Passes 19.92 cfs of 41.45 cfs potential flow)
2=Special & User -Defined (Custom Controls 0.19 cfs)
3=Sharp-Crested Rectangular Weir (Weir Controls 15.77 cfs @ 3.55 fps)
=Sharp -Crested Rectangular Weir (Weir Controls 3.97 cfs @ 1.38 fps)

Sf # 1 HydroCad Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 © 2013 HydroCAD Software Solutions LLC Page 20
Pond 22P: Sand Filter
Hydrograph
Inflow
Primary
Inflow Area=6.880 ac
Peak Elev=653.51'
Storage=24,476 cf
30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 190 195 13n 135 10
rime (hours)

Sf # 1 HydroCad Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 21
Summary for Pond 23P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 3.37" for 10-yr event
Inflow = 34.29 cfs @ 3.23 hrs, Volume= 1.934 of
Outflow = 32.50 cfs @ 3.27 hrs, Volume= 1.934 af, Atten= 5%, Lag= 2.4 min
Primary = 32.50 cfs @ 3.27 hrs, Volume= 1.934 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 653.72' @ 3.27 hrs Surf.Area= 8,789 sf Storage= 26,228 cf
Plug -Flow detention time= 206.0 min calculated for 1.934 of (100% of inflow)
Center -of -Mass det. time= 206.3 min (409.6 - 203.3)
Volume Invert Avail.Storage Storage Description
#1 649.00' 28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
649.00 1,551 0 0
650.00 3,694 2,623 2,623
651.00 5,087 4,391 7,013
652.00 6,611 5,849 12,862
653.00 7,922 7,267 20,129
654.00 9,134 8,528 28,657
Device Routing Invert Outlet Devices
#1 Primary 645.00' 24.0" Round Culvert L= 27.5' Ke= 0.500
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364 '/' Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1 649.00' Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1 652.33' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1 653.33' 16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=32.47 cfs @ 3.27 hrs HW=653.71' (Free Discharge)
L1=Culvert (Passes 32.47 cfs of 42.02 cfs potential flow)
2=Special & User -Defined (Custom Controls 0.19 cfs)
3=Sharp-Crested Rectangular Weir (Weir Controls 19.84 cfs @ 3.85 fps)
=Sharp -Crested Rectangular Weir (Weir Controls 12.44 cfs @ 2.03 fps)

Sf # 1 HydroCad Charlotte 6-hr 10-yr 10-yr Rainfall=3.72"
Prepared by Microsoft Printed 7/31/2017
HydfoCAD® 10.00 s/n 05047 ©2013 HydroCAD Software Solutions LLC Page 22
Pond 23P: Sand Filter
Hydrograph
38-
34.29 Cfs
32.50 Cf5
32- Inflow Area=6.880 ac
30-
26- Peak Elev=653.72'
26-
24- Storage=26,228 cf
22-
20-
18-
16-
14-
12-
10-
8-
6-
4-
2-
0 ... _,. _., .. _.... ,__,... ,..
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 160 165 110 115 120 125 130 135 14
rime (hours)
nflow
— Pnmary

Sf # 1 HydroCad Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Prepared by Microsoft Printed 7/31/2017
HydroCAD@ 10.00 s/n 05047 ©2013 HydroCAD Software Solutions LLC Page 23
Summary for Subcatchment 7S: Pre-dev
Runoff = 30.07 cfs @ 3.28 hrs, Volume= 1.889 af, Depth= 3.29"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Area (ac) CN Description
6.880 85 Pre-dev
6.880 100.00% Pervious Area
Tc
Length
Slope
Velocity Capacity
Description
(min)
(feet)
(ft/ft)
(fUsec) (cfs)
14.2
100
0.0500
0.12
Sheet Flow, Pre-Dev
Woods: Light underbrush n= 0.400 P2= 3.50"
4.4
240
0.0330
0.91
Shallow Concentrated Flow, Pre-dev
Woodland Kv= 5.0 fos
18.6 340 Total
Subcatchment 7S: Pre-dev
Hydrograph
30.07 cfs
30-
28
Charlotte 6-hr
26
50-yr
24:
22-
50 yr Rainfall=4.92"
20-
Runoff Area=6.880 ac
18
Runoff Volume=1.889 of
16-
14-
Runoff Depth=3.29"
12-
Flow Length=340'
10-
Tc=18.6 min
6_
6-
CN=85
afLJ�
0 5 10 15 2C 25 30 35 40 45 50 55 60 65 70 75 80 85 90 45 160 165 110 115 120 125 130 135 14
Time (hours)
— RunoH

Sf # 1 HydroCad Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Prepared by Microsoft Printed 7/31/2017
roCAD Software Solutions
Summary for Subcatchment 8S: Post Development 1 in w / Mod CN
Runoff = 44.66 cfs @ 3.19 hrs, Volume= 2.619 af, Depth= 4.57"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Area (ac) CN Description
6.880 97 post dev
6.880 100.00% Pervious Area
Tc Length Slope
Description
12.0 Direct Entry, Post Dev
0 5 10 15 20
Subcatchment 8S: Post Development 1 in w / Mod CN
Hydrograph
Charlotte 6-hr
50-yr
50 yr Rainfall=4.92"
Runoff Area=6.880 ac
Runoff Volume=2.619 of
Runoff Depth=4.57r
Tc=12.0 min
CN=97
rime (hours)
11n 115 1gn 19s tin 1as 1a
— Runoff

Sf # 1 HydroCad Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 25
Summary for Subcatchment 9S: Post Development
Runoff = 38.35 cfs @ 3.19 hrs, Volume= 2.060 af, Depth= 3.59"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs
Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Area (ac) CN Description
6.880 88 post dev
6.880 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
12.0 Direct Entry, Post Dev
18
Subcatchment 9S: Post Development
n s in is �n �s 3n es an as
Hydrograph
Charlotte 6-hr
50-yr
50 yr Rainfall=4.92"
Runoff Area=6.880 ac
Runoff Volume=2.060 of
Runoff Depth=3.59"
Tc=12.0 min
CN=88
Time (houre)
100 105 110 115 120 125 130 135 11
— Runoff

Sf # 1 HydroCad Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 @ 2013 HydroCAD Software Solutions LLC Page 26
Summary for Pond 22P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 3.59" for 50 yr event
Inflow = 38.35 cfs @ 3.19 hrs, Volume= 2.060 of
Outflow = 35.68 cfs @ 3.24 hrs, Volume= 2.060 af, Atten= 7%, Lag= 3.0 min
Primary = 35.68 cfs @ 3.24 hrs, Volume= 2.060 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 653.76' @ 3.24 hrs Surf.Area= 8,844 sf Storage= 26,614 cf
Plug -Flow detention time= 191.3 min calculated for 2.060 of (100% of inflow)
Center -of -Mass det. time= 191.6 min (401.9 - 210.4)
Volume Invert Avail.Storage Storage Description
#1 649.00' 28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
649.00 1,551 0 0
650.00 3,694 2,623 2,623
651.00 5,087 4,391 7,013
652.00 6,611 5,849 12,862
653.00 7,922 7,267 20,129
654.00 9,134 8,528 28,657
Device Routing Invert Outlet Devices
#1 Primary - 645.00' 24.0" Round Culvert L= 27.5' Ke= 0.500
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364 '/' Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1 649.00' Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1 652.33' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1 653.33' 16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=35.63 cfs @ 3.24 hrs HW=653.76' (Free Discharge)
L1=Culvert (Passes 35.63 cfs of 42.14 cfs potential flow)
2=Special & User -Defined (Custom Controls 0.19 cfs)
3=Sharp-Crested Rectangular Weir (Weir Controls 20.77 cfs @ 3.91 fps)
=Sharp -Crested Rectangular Weir (Weir Controls 14.67 cfs @ 2.14 fps)

Sf # 1 HydroCad Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 ©2013 HydroCAD Software Solutions LLC Page 27
Pond 22P: Sand Filter
Hydrograph
F—ITfl—oTi
Pnmary
Inflow Area=6.880 ac
Peak Elev=653.76'
Storage=26,614 cf
n s 1n 15 90 95 3n 35 an as 5n 55 6a 65 70 75 80 e5 90 95 100 105 110 115 120 125 130 135 14
Time (hours)

Sf # 1 HydroCad Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 © 2013 HydroCAD Software Solutions LLC Page 28
Summary for Pond 23P: Sand Filter
Inflow Area = 6.880 ac, 0.00% Impervious, Inflow Depth = 4.57" for 50 yr event
Inflow = 44.66 cfs @ 3.19 hrs, Volume= 2.619 of
Outflow = 42.40 cfs @ 3.23 hrs, Volume= 2.619 af, Atten= 5%, Lag= 2.4 min
Primary = 42.40 cfs @ 3.23 hrs, Volume= 2.619 of
Routing by Stor-Ind method, Time Span= 0.00-140.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 653.87' @ 3.23 hrs Surf.Area= 8,976 sf Storage= 27,548 cf
Plug -Flow detention time= 157.5 min calculated for 2.619 of (100% of inflow)
Center -of -Mass det. time= 157.3 min ( 356.9 - 199.6)
Volume Invert
Avail.Storage Storage Description
#1 649.00'
28,657 cf Custom Stage Data (Prismatic) Listed below
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
649.00
1,551
0 0
650.00
3,694
2,623 2,623
651.00
5,087
4,391 7,013
652.00
6,611
5,849 12,862
653.00
7,922
7,267 20,129
654.00
9,134
8,528 28,657
Device Routing
Invert
Outlet Devices
#1 Primary
645.00'
24.0" Round Culvert L= 27.5' Ke= 0.500
Inlet / Outlet Invert= 645.00' / 644.00' S= 0.0364 'P Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1
649.00'
Special & User -Defined
Head (feet) 0.00 1.00 2.00 3.00
Disch. (cfs) 0.000 0.105 0.147 0.190
#3 Device 1
652.33'
4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1
653.33'
16.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=42.43 cfs @ 3.23 hrs HW=653.87' (Free Discharge)
t1=Culvert (Inlet Controls 42.43 cfs @ 13.51 fps)
2=Special & User -Defined (Passes < 0.19 cfs potential flow)
3=Sharp-Crested Rectangular Weir (Passes < 23.06 cfs potential flow)
=Sharp -Crested Rectangular Weir (Passes < 20.60 cfs potential flow)

Sf # 1 HydroCad Charlotte 6-hr 50-yr 50 yr Rainfall=4.92"
Prepared by Microsoft Printed 7/31/2017
HydroCAD® 10.00 s/n 05047 © 2013 HydroCAD Software Solutions LLC Page 29
Pond 23P: Sand Filter
Hydrograph
Inflow Area=6.880 ac
Peak Elev=653.87'
Storage=27,548 cf
9n 95 inn 1n5 11n 115 19n 19.9 13n 135 1e
Time (hours)
Inflow
Primary

State of North Carolina
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
SOSI D: 1453525
Date Filed: 6/19/2015 2:41:1111 Pitt
Elaine F. Marshall
North Carolina Secretary of State
C2015 169 00461
Pursuant to Section 57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
L The name of the limited liability company is: Waxhaw Mill Ventures, LLC�
2. The name and address of each person executing these articles of organization is as follows: h L a
John R. Buben, Jr., Organizer
1065 East Morehead Street
Charlotte, North Carolina 28204OOF�`P
3. The name of the initial registered agent is: Jason Teller a LOCI
4. The street address and county of the initial registered agent office of the limited liability company is:
6225 Carmel Road
Charlotte, North Carolina 28226
Mecklenburg County
5. The mailing address, if different from the street address, of the initial registered office is: N/A
6. The limited liability company hits a principal office.
The principal office telephone number is (704) 841-1 1 I2.
The street address and county of the principal office of the limited liability company is:
6225 Carmel Road
Charlotte, NC 28226
Mecklenburg County
The mailing address, if different from the street address, of the principal office is: N/A
7. Any other provisions which the limited liability company elects to include are attached.
8. Business email address for filing notification: I
Privacy! Reduction
9. These articles will be effective upon filing
10. To the fullest extent permitted by law, no person who is serving or who has served as a manager of the limited
liability company shall be personally liable for the debts, obligations, or liabilities of the limited liability company,
whether arising in contract, tort or otherwise, or for the acts or omission of any member, agent, employee or other
manager of the limited liability company. Neither the amendment or the repeal of this article, nor the adoption of
any provision of these Articles of Organization inconsistent with this article, shall eliminate or reduce the
protection afforded by this article to a manager of the limited liability company with respect to any matter which
occurred, or any cause of action, suit or claim which but for this article would have accrued or arisen, prior to such
amendment, repeal or adoption. n
This the 18th day of June, 2015.
John RPuben, Jr., Organizer
709752

YARBRCUGH-WILLIAMS & HOULE, INC.
Planning • Surveying •, Engineering
NCBELS C;0475
SC COA332 �4..
April 19, 2016
4
COTTON FLATS PROJECT NARRATIVE'
This project consist of the redevelopment of a tektile mill for the purposes of
developing a mixed use facility including apartments, office space and a
restaurant. The impervious area will be treated with an open, air sand filter
treatment and detention facility., The sand filter basin will treat the water quality
volume as well as detain the 2 yr and 10 yr storm to pre -development flow rates.
The 50 year.storm will be contained and flow from the 50 year storm will be'
controlled with the outlet structure..
, 1
730 Windsor Oak Ct. (28273) • P.O. Box 7007 (28241)-•-Charlotte, NC • 704.556.1990 fax 704:556.0505

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FILED
UNION COUNTY, NC
CRYSTAL CRUMP
REGISTER OF DEEDS
FILED Mar 31, 2016
AT
12:37 pm
BOOK
06644
START PAGE
0024
END PAGE
0026
INSTRUMENT
# 08337
EXCISE TAX
$22.00
.IT
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $22
Parcel Identifier No. 05110006 Verified by
By:
County on the _ day of + , 20_
Mail/Box to: Cameron Todd Ware, 1065 East Morehead Street, Charlotte, NC 28204
This instrument was prepared by: IL Brent Thompkins, Spencer & Spencer, P.A., PO Box 790, Rock Hill, SC 29731-6790
Brief description for the Index: E. South Main Street / Highway 75, Waxhaw, North Carolina
THIS DEED made this day of January, 2016, by and between
GRANTOR
TOWN OF WAXHAW, N.C.
Mailing Address:
P.O. Box 6
Waxhaw, NC 28173
fe7:Tird901
WAXHAW MILL VENTURES, LLC
Mailing Address:
6225 Carmel Road
Charlotte, NC 28226
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their hews, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or condominium
unit situated in the Town of Waxhaw, Union County, North Carolina and more particularly described as follows:
00121276.1
SEE ATTACHED EXHIBIT A INCORPORATED HEREIN BY REFERENCE THERETO.
Page I of 2
NC Bar Association Form Na 3 m 1976, Revised ® 1977, 2002, 2013 This standard fonn has been approved by
Printed by Agreement with the NC Bar Association — 1981 North Carolina Bar Association — NC Bar Fomt No. 3

The property hereinabove described was acquired by Grantor by instrument recorded in Book _, Page =
All or a portion of the property herein conveyed does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book N/A page N/A.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and Gee and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
1. All ad valorem taxes for the year 2016.
2. All valid and enforceable covenants, conditions, restrictions, easements and other matters of record that are shown in the Union
County Register of Deeds.
3. All matters shown on a current and accurate survey of the property.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
TOWN O'F-W^A.XHAW, NC. ` 1
Bye^ \JLJ (SEAL)
Name: Warren Wood
Title: Town Manager
State of North Carolina
Countyof Un t pYl
1, the undersigned Notary Public of the County of V6im and State aforesaid, certify that Warren Wood
personally appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed. 2 t��
Witness my hand and Notarial stamp or seal this 31S�day of t f UCH A JJ,��2016.
My Cor `wt�AIdh�: Notary Public
(AffixA? *I a Sh/i�.�6 Notary's P nted or Typed Name
jpTAgy
AliwO f=U
00121276.1

EXHIBIT A
UNION COUNTY
NORTH CAROLINA
BEGINNING at an iron stake located on the West side of an un-named street, which Later -
sects with the Went ends of First Street and Second Street in the Town ofuaxhaw, said
point formerly being Car= Baucm's property corner and rune thence with the property
Line of property for rly owned by Corum Baucom South 45 degrees 30 minutes West 96.2
feet to on iron stoke located on the North side of N. C. Highway 075; thence along and
with the North side of N. C. Highway d75 South 45 degrees East 134 feet to the corner
of the Lntersectlon of said un-named street with N. C. Highway 015; thence with the
West aide of said un-named street North 9 degrees 3 minutes West approximately 167 feet
to the point of BEGINNING as surveyed by Ralph W. Elliott, R. L. 5.. June 27, 1958.
00121276.1

FILED
UNION COUNTY, NC
CRYSTAL CRUMP
REGISTER OF DEEDS
FILED Mar 31, 2016
AT
12:37 pm
BOOK
06644
START PAGE
0024
END PAGE
0026
INSTRUMENT
# 08337
EXCISE TAX
$22.00
JT
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $22
Parcel Identifier No. 05110006 Verified by County on the day of + , 20_
By:
Mail/Box to: Cameron Todd Ware, 1065 East Morehead Street, Charlotte, NC 28204
This instrument was prepared by: R. Brent Thompkins, Spencer & Spencer, P.A., PO Box 790, Rock Hill, SC 29731-6790
Brief description for the Index: E. South Main Street / Highway 75, Waxhaw, North Carolina
THIS DEED made this day of January, 2016, by and between
GRANTOR
TOWN OF WAXHAW, N.C.
Mailing Address:
P.O. Box 6
Waxhaw, NC 28173
GRANTEE
WAXHAW MILL VENTURES, LLC
Mailing Address:
6225 Carmel Road
Charlotte, NC 28226
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or condominium
unit situated in the Town of Waxhaw, Union County, North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT A INCORPORATED HEREIN BY REFERENCE THERETO.
00121276.1
NC Bar Association Farm No. 3 O 1976, Revised ® 1977, 2002, 2013
Printed by Agreement with the NC Bar Association — 1981
Page I of 2
This standard form has been approved by
North Carolina Bar Association — NC Bar Fomt No. 3

The property hereinabove described was acquired by Grantor by instrument recorded in Book _, Page
All or a portion of the property herein conveyed does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book N/A page N/A.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and Gee and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
L All ad valorem taxes for the year 2016.
2. All valid and enforceable covenants, conditions, restrictions, easements and other matters of record that are shown in the Union
County Register of Deeds.
3. All matters shown on a current and accurate survey of the property.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
TOWN OF WAXHAW, NC.
Bv�" �p 3�� �/ (SEAL)
Name: Warren Wood
Title: Town Manager
State of North Carolina
Countyof U n t p Y1
1, the undersigned Notary Public of the County of U616tr1 and State aforesaid, certify that Warren Wood
personally appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed. p�
Witness my hand and Notarial stamp or seal this 3l5F day of t f aY n 2016.
mgytt
My Co IS�(y� q �U Notary Public
(Affxslza`i $�tj� G, Notary's Printed or Typed Name
00121276.1

EXHIBIT A
UNION COUNTY
NORTH CAROLINA
BEC114NING at an iron stake located an the West side of an un-named street, which later-
acccn with the West ends of First Street and Second Street in the Town ofWaxhaw, sold
point forsn-riy being Corm Baucom's property corner and runs thence with the property
Line of property formerly owned by Corum Baucos South 45 degrees 30 minutes West 96.2
feet to an iron stake located an the North aide of N. C. Highway 675; thence along and
with the North side of N. C. Highway 075 South 45 degrees East 1.34 feet to the corner
of the intersection of said un-named street with N. C. Highway 675; thence with the
West aide of said un-named street North 9 degrees 3 minutes Went approximately L67 feet
to the point of BECINNINC as surveyed by Ralph W. Elliott, R. L. S., June 27, 1958.
00121276.1

FILED
UNION COUNTY, NC
CRYSTAL CRUMP
REGISTER OF DEEDS
FILED Mar 31, 2016
AT 10:52 am
BOOK 06643
START PAGE 0714
END PAGE 0720
INSTRUMENT # 08303
EXCISE TAX $430.00
JT
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ 430.00
Parcel Identifier No. 05110007 Verified by Union County on the _ day
By:
Mail/Box to: Johnston. Allison & Hord. P.A. (CTW) PO Box 36469 Charlotte NC 28236
This instrument was prepared by: Johnston. Allison & Hord. P.A. (CTW)1065 East Morehead St
Charlotte, NC 28204
Brief description for the Index: 415 E. South Main Street, Waxhaw, North Carolina 28173
2016
W-
THIS DEED made this 3 day of Yy) /44c k , 2016, by and between
GRANTOR GRANTEE
Gary M. Hance, and wife, Sabra G. Hance Waxhaw Mill Ventures, LLC,
a North Carolina limited
liability company
6225 Carmel Road
Charlotte, NC 28226
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate,
character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey
unto the Grantee in fee simple, all that certain lot or parcel of land situated in the Town of
Waxhaw, Jackson Township, Union County, North Carolina and more particularly described as
follows:
Being all of Lot 2, Map of Property Owned by Corum M. Baucom, according to the plat thereof

recorded in Map Book 6, Page 117, in the Office of the Register of Deeds of Union County,
North Carolina.
The property hereinabove described was acquired by Grantor by instrument recorded in Book
814 at Page 530.
The property hereinabove described is being conveyed pursuant to that certain Order Granting
Motion to Sell and Application for Attorney's Fees filed November 2, 2015, in Grantor's Chapter
13 Bankruptcy Proceeding (WDNC Case No. 14-31 178), a copy of which is attached hereto as
Exhibit B.
All or a portion of the property herein conveyed does not include the primary residence of a
Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple,
has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever.
In addition, Grantor also hereby remises, releases, conveys and forever quitclaims unto Grantee,
without warranty, express or implied, as to title to the land conveyed under this paragraph, all
right, claim, and interest of Grantor in and to the land described on Exhibit A attached hereto.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year
first above written.
[SEE ATTACKED PAGE FOR SIGNATURE BLOCK AND NOTARY
ACKNOWLEDGEMENT]

BY:
ill- )j' ' C�-
SABRA G. HANCE
State of North Carolina
County of WhiUrn
I, the undersigned Notary Public of the County and State aforesaid, certify that
GARY M. HANCE personally came before me this day and acknowledged that he duly
executed the foregoing instrument for the purposes therein expressed.
Witness my hand and Notarial stamp or seal,
2016.
My Commission Expires:
^ n'TV a a u
re, �� v-c-�A,an V-n Printed Name of Notary:
State of North Carolina
County of Unll n

1, the undersigned Notary Public of the County and State aforesaid, certify that
SABRA G. FIANCE personally came before me this day and acknowledged that he duly
executed the foregoing instrument for the purposes therein expressed.
t� , Witness my hand and Notarial stamp or seal, this `3L�day of
1 t ��Ifi/�"1 , 2016.
My Commission Expires: .a 5 {` kU1
L+/
:JY12�t� (�- t� �'1 Printed Name of Notary:
Exhibit A
Those certain tracts or parcels of land situated, lying and being in the Town of Waxhaw,
County of Union, State of North Carolina, being all of Tract 1, Final Plat Showing the
Property of Renaissance Mill Properties, LLC, recorded in Plat Cabinet J, File # 568, in
the Union County Register of Deeds (the "Registry"), all of Lot 2, Map of Property
Owned by Comm M. Baucom, recorded in Map Book 6, Page It 7, in the Registry, and
all of the property described the Deed recorded in Deed Book 232, Page 423, in the
Registry, and being more particularly described together as follows:
BEGINNING at a found pipe marking the northwestern corner of Tract 2 as shown on the
Final Plat Showing the Property of Renaissance Mill Properties LLC prepared by Carroll
L. Rushing and Company dated September 25, 2006 and recorded in Plat Cabinet J, File #
568 of the Registry, said Tract 2 having Union County Tax Parcel # 05-110-002A, said
found pipe being the POINT AND PLACE OF BEGINNING; thence from said POINT
AND PLACE OF BEGINNING and along the common boundary of said Tract 2 and
Tract 1 as shown on said plat recorded in Plat Cabinet J, File # 568 of the Registry, South
11 °27'44" East a distance of 344.05 feet to a found rebar; thence leaving the common
line of said Tract 2 South 80°04'51" West a distance of 261.72 feet to a found rebar
marking the northwestern corner of the property of Daniel John Cardelli and Silvia G.
Cardelli (now or formerly as described in Deed Book 768, Page 820 of the Registry, and
having Union County Tax Parcel # 05-110-003); thence with the common boundary of
the property of Thomas D. and Janet R. Bartlett (now for formerly as described in Deed
Book 897, Page 906 of the Registry, and having Union County Tax Parcel # 05-110-004)
North I O' 12'O1" West a distance of 20.14 feet to an iron set marking the northeastern
corner of the aforesaid Bartlett Property; thence with the common boundary line of the

aforesaid Bartlett Property South 79°52'06" West a distance of 33.78 feet to an iron set
marking the northeastern comer the property of Thomas D. and Janet R. Bartlett (now or
formerly as described in Deed Book, 897, Page 906 of the Registry, and having Union
County Tax Parcel # 05-110-020), and being located in the southern margin of the r/w of
Second Street; thence along the r/w of Second Street North 10'05' 11" West a distance of
30.92 feet to an iron set located on the northern margin of the r/w of Second Street;
thence along the aforesaid northern margin of the r/w of Second Street South 79°49'59"
West a distance of 228.17 feet to a found rebar; thence South 79°39'21" West a distance
of 56.98 feet to a nail set located in the r/w of First Street; thence along the r/w of First
Street the following five (5) courses and distances: (1) North 08°38'39" West a distance
of 114.05 feet to a point; (2) North 79-39-21 East a distance of 53.60 feet to a point; (3)
North 10'20'39" West a distance of 30.00 feet to an iron set; (4) South 81°00'09" West a
distance of 77.97 feet to a found 1" iron pipe; and (5) South 06°21'33" East a distance of
142.16 feet to a nail set located in the r/w of NC Highway 75 (60' r/w); thence within the
r/w of NC Highway 75 North 41°42'34" West a distance of 131.76 feet to a nail set
marking the southernmost comer of the property of Rick E. Hodge (now or formerly as
described in Deed Book 6156, Page 567 of the Registry, and having Union County Tax
Parcel # 05-110-001); thence with the common boundary line of the aforesaid Hodge
Property the following three (3) courses and distances: (1) North 46010'47" East a
distance of 96.04 feet to a railroad spike found marking the easternmost corner of the
aforesaid Hodge Property; (2) North 44°44' 14" West a distance of 65.43 feet to a point
marking the northernmost corner of the aforesaid Hodge Property; and (3) South 46'
05'48" West a distance of 95.97 feet to a found rebar marking the westernmost corner of
the aforesaid Hodge Property and being located in the aforesaid r/w of NC Highway 75;
thence running within the aforesaid r/w of NC Highway 75 North 44'10'06" West a
distance of 327.30 feet to an iron set marking the westernmost corner of aforesaid Tract
l; thence leaving the r/w of NC Highway 75 North 82'15'00" East a distance of 85.06
feet to an iron set; thence North 17°45'00" West a distance of 50.00 feet to a found rebar;
thence running with the northern boundary line of the aforesaid Tract 1 the following two
(2) courses and distances: (1) South 88°07'20" East a distance of 154.39 feet to an iron
set; and (2) South 86°20'42" East a distance of 683.04 feet to the POINT AND PLACE
OF BEGINNING; having an area of 6.684 acres, as shown on a survey prepared by
Yarbrough -Williams & Houle, Inc., for Waxhaw Mill Ventures, LLC, dated August 25,
2015 (DRAWING # 246-16).
UNION COUNTY TAX PARCELS: 05-110-002, 05-110-006 and 05-110-007

Exhibit B
Case 14-31178 Doc 28 Filed IIJ02/15
Document
Entered 11/02/15 11:05:A?g7,i7 et, Main
r D&R'MsNTE\T ENTERED--
Ae�'en
Page 1 of 2:':'-.Pik:.
Clnk l.S. BavlmMvy Can
t\-nmu Diwi.�ofN'onalvoliva
v,/
Sra
Uw,cd Smies llmdnipmr hmlpe
IN THE UNITED STATES BANKRUPTCYCOURT
FOR THE WESTERN DISTRICT OF NORTH C'AROLINA
CHARLOTTE DIVISION
In Re: Hang Gary M. § Case No. I4-31178
Hance. Saba G. § Chapter l3
Debtors) § ORDER GRANTING MOTION
§ TO SELL AND APPLICATION
§ FOR ATTORNEY'S FEES
THIS CAUSE being heard by the undersigned Judge presiding in the United States
Bmil¢uptcy Court for the Westent District of North Carolina, Charlotte Division, upon the
motion of Debror(s) seeking authority to sell real property free and clear of -all liens. the Court
finds as follows:
I. This case \vas conunenced 7l7/2014. \with the filut_a ofa Volantary Petition under
United States Bankruptcy Code Title 11. Chapter 13. Wan., Tndlock ,as appointed Trustee.
2 Debtons) men real property located at 415 E. South Main St. Waxhaw% NC
1_8173. At the lime of filing, Debtors estimated the value of this property as SI00,(Id).
3. 136& I'tuts a priorty judgrnent lien upon the subject real property for \which the
principle balance due at the petition date was S252,623,35, 77rarc is no equity in this property.
d. Washaty Mill Ventures, LLC has agreed to purchase the subject property from the
Dehtorc for a purchase price of S216A00.00.
5 Dehion propose to sell the real property as set fintth above lice and clear of guy
liens gad to use the proceeds of the sale to satisfv the BBSTjudgnrent lien upon the real
property and for closing costs.
6. Any remaining funds from the sale shall be tamed over to the Chapter 13 Trwec
to the extent that those funds escced the slue of Debtor(')' statutory exemption under N.C. §
1601(a )(1) and any reasonable appreciation of the subject property from the date of the petition.
Tire Chapter 13 Tmstee shall receive a copy of the HLlD-1.
NC Bar :Wociation Form No. 3 0 1976. Revised® 11IR010
Printed by Agreement with the NC Bu Association
765597

Case 14.31178 Doc 28 Filed 11/02/15 Entered 11/02/15 11:06:27 Desc Main
Document Page 2 of 2
7. Counsel for the Debtor(s). Robert Prevost of the Prevost La" Firm. P.L.LC,
prepared this motion and is due n non -base fee of S450A0 to be paid throuuh the Debtors
Chapter 13 plan.
IT IS THEREFORE ORDERED, ADJUDGED, AND DECREED that
L Debtors are allowed as proposed to sell real property located at 415 E. South \41in
St. Wachaw. NC 2S 173, tree and clear of all liens, subject to approval by thejudernent lien
holder. BB&T:
?. Debtors shall provide the Chapter 13 Trustee with a HTtD-1 upon closing of the
sale:
BB&T shall have 120 days from the entry of this order to file an amended proof
of claim reflecting the sale of the encumbered property: and
4. Debtor's attorney. Robin Prevost. is allowed a non -base fee of $450.00 for
preparation of this motion to be paid through the Debtors' Chapter li plat.
This Order has been signed
electronically. The judge's
signature and court's seal
appear at the top of the Order. United States Bankruptcy Court
NC Bar Mscemuaa Fonn Na. 3,0 1976, Ramed 9 1/I/2010
Printed by Agreemcm with the NC Bar Aswciaaon
765597

Excise Tax $4800.00
FILED
UNION COUNTY, NC
CRYSTAL CRUMP
REGISTER OF DEEDS
FILED Mar 31, 2016
AT
10:48 am
BOOK
06643
START PAGE
0687
END PAGE
0693
INSTRUMENT
# 08300
EXCISE TAX
$4,800.00
JT
Recording Time, Book and Page
The property referenced herein does not include the primary residence of the Grantor shown below.
Tar Parcel No:
Verified by
by
on the _ day of
Mail after recording to: Grantee
This instrument was prepared by: Johnston, Allison & Hord, P.A. (CTW)
Brief Description Tract 1, Plat Cabinet J, File #568
for the index
2016
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this3bday of M AYLc- 2016, by and between
GRANTOR
1804-1814 Green Street Associates Limited
Partnership,
a Pennsylvania limited partnership
7900 Old York Road, 41 18A
Elkins Park, PA 19027
GRANTEE
WAXHAW iMHLL VENTURES, LLC,
a North Carolina limited liability company
C/o DHD Ventures Capital, LLC
6225 Carmel Road
Charlotte, NC 28226
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the Town of Waxhaw, Jackson Township, Union County, North Carolina, and
more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.

The property herein described was acquired by Grantor by instrument recorded in Deed Book 4321, Page 249, of the
Union County Public Registry.
A map of the property is recorded in Plat Cabinet J, File #568, of the Union County Public Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging
to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under
or through Grantor, except for the exceptions hereinafter stated.
This Special Warranty Deed and the conveyance hereinabove set forth is executed by Grantor and accepted by
Grantee subject to ad valorem taxes for 2016 and subsequent years not yet due and payable, matters that would be
shown on a current and accurate survey, and the Permitted Exceptions listed on Exhibit B attached hereto and
incorporated herein by reference.
In addition, Grantor also hereby remises, releases, conveys and forever quitclaims unto Grantee, without warranty,
express or implied, as to title to the land conveyed under this paragraph, all right, claim, and interest of Grantor in and
to the land described on Exhibit C attached hereto, if any.
(SIGNATURES AND NOTARIAL ACKNOWLEDGMENT ARE LNTENTIONALLY ON FOLLOWING
PAGE]

EXECUTED as of , 2016.
1804-1814 Green Street Associates Limited Partnership
By: Green Street Manor, Inc., its General Partner
By: Ax/ov �L V
Abraham oidislawsky, Pr 'dent
STATE OF A\
COUNTY OF i-,A 1 L.
This )day of -Y ` Yi 2016, personally came before me, Abraham Woidislawsky,
President of Green Street Manor, Inc., General Partner of 1804-1814 Green Street Associates Limited
Partnership, being personally known to me, and being by me duly sworn, says that he is President of
Green Street Manor, Inc., General Partner of 1804-1814 Green Street Associates Limited Partnership, and
that said writing was signed and sealed by him on behalf of said limited partnership, by authority duly
given.
n=
Witness my hand and official seal, this the d5 day of MU1 4 , 2016.
Notary Public
Print Notary Name:
(Official Seal) /
My commission expires: /VGs
COMMONWEALTH OF PENNSYLVANIA
NOTARIAL SEAL
ALICE L. FAINO, Notary Public
City of Philadelphia, Phila. County
1mycommission Expires November 1, 2016
G O

EXHIBIT A
Description of the Property
All that certain tract of land located in Jackson Township, Town of Washaw, Union County, North
Carolina, designated as "Tract l" on plat recorded in Plat Cabinet J, File 11568 in the Office of the
Register of Deeds for Union County.

EXHIBIT B
I . Matters disclosed by plat recorded in Plat Cabinet J, File # 568 and 569.
2. Easements to Duke Power Company recorded in Deed Book 264, Page 638.
3. Right(s) of way to State Highway Commission recorded in Deed Book 224, Page 275.
4. Rights of others in and to the 30-foot non-exclusive right of way for purposes of ingress, egress and
regress as set forth in Deed recorded in Deed Book 739, page 664.
5. Seaboard Coastline Railroad one hundred foot (100') right of way.
6. Title to any portion of the Property lying within the right of way of NC Highway 75, First Street, Second
Street and Third Street,
7. Lease by and between Filatex Corporation and Duke Power Company recorded in Deed Book 152, page
558.

EXHIBIT C
Description of the Non -Warranty Property
Those certain tracts or parcels of land situated, lying and being in the Town of Waxhaw, County
of Union, State of North Carolina, being all of Tract 1, Final Plat Showing the Property of
Renaissance Mill Properties, LLC, recorded in Plat Cabinet J, File # 568, in the Union County
Register of Deeds (the "Registry"), all of Lot 2, Map of Property Owned by Comm M. Baucom,
recorded in Map Book 6, Page 117, in the Registry, and all of the property described the Deed
recorded in Deed Book 232, Page 423, in the Registry, and being more particularly described
together as follows:
BEGINNING at a found pipe marking the northwestern comer of Tract 2 as shown on the Final
Plat Showing the Property of Renaissance Mill Properties LLC prepared by Carroll L. Rushing
and Company dated September 25, 2006 and recorded in' Plat Cabinet J, File # 568 of the
Registry, said Tract 2 having Union County Tax Parcel # 05-110-002A, said found pipe being
the POINT AND PLACE OF BEGNNNG; thence from said POINT AND PLACE OF
BEGINNING and along the common boundary of said Tract 2 and Tract 1 as shown on said plat
recorded in Plat Cabinet J, File # 568 of the Registry, South 11'27'44" East a distance of 344.05
feet to a found rebar; thence leaving the common line of said Tract 2 South 80°04'51" West a
distance of 261.72 feet to a found rebar marking the northwestern comer of the property of
Daniel John Cardelli and Silvia G. Cardelli (now or formerly as described in Deed Book 768,
Page 820 of the Registry, and having Union County Tax Parcel # 05-110-003); thence with the
common boundary of the property of Thomas D. and Janet R. Bartlett (now for formerly as
described in Deed Book 897, Page 906 of the Registry, and having Union County Tax Parcel #
05-110-004) North 10°12'01" West a distance of 20.14 feet to an iron set marking the
northeastern corner of the aforesaid Bartlett Property; thence with the common boundary line of
the aforesaid Bartlett Property South 79°52'06" West a distance of 33.78 feet to an iron set
marking the northeastern corner the property of Thomas D. and Janet R. Bartlett (now or
formerly as described in Deed Book, 897, Page 906 of the Registry, and having Union County
Tax Parcel # 05-110-020), and being located in the southern margin of the r/w of Second Street;
thence along the r/w of Second Street North 10'05' 11" West a distance of 30.92 feet to an iron
set located on the northern margin of the r/w of Second Street; thence along the aforesaid
northern margin of the r/w of Second Street South 79°49'59" West a distance of 228.17 feet to a
found rebar; thence South 79°39'21" West a distance of 56.98 feet to a nail set located in the r/w
of First Street; thence along the r/w of First Street the following five (5) courses and distances:
(1) North 08038'39" West a distance of 114.05 feet to a point; (2) North 79-39-21 East a distance
of 53.60 feet to a point; (3) North 10°20'39" West a distance of 30.00 feet to an iron set; (4)
South 81°00'09" West a distance of 77.97 feet to a found 1" iron pipe; and (5) South 06°21133"
East a distance of 142.16 feet to a nail set located in the r/w of NC Highway 75 (60' r/w); thence
within the r/w of NC Highway 75 North 41°42'34" West a distance of 131.76 feet to a nail set
marking the southernmost comer of the property of Rick E. Hodge (now or formerly as described
in Deed Book 6156, Page 567 of the Registry, and having Union County Tax Parcel # 05-110-
001); thence with the common boundary line of the aforesaid Hodge Property the following three
(3) courses and distances: (1) North 46'10'47" East a distance of 96.04 feet to a railroad spike

found marking the easternmost corner of the aforesaid Hodge Property; (2) North 44°44'14"
West a distance of 65.43 feet to a point marking the northernmost comer of the aforesaid Hodge
Property; and (3) South 46°05'48" West a distance of 95.97 feet to a found rebar marking the
westernmost corner of the aforesaid Hodge Property and being located in the aforesaid r/w of NC
Highway 75; thence running within the aforesaid r/w of NC Highway 75 North 44°10'06" West
a distance of 32730 feet to an iron set marking the westernmost corner of aforesaid Tract 1;
thence leaving the r/w of NC Highway 75 North 82015'00" East a distance of 85.06 feet to an
iron set; thence North 17°45'00" West a distance of 50.00 feet to a found rebar; thence running
with the northern boundary line of the aforesaid Tract 1 the following two (2) courses and
distances: (1) South 88°07'20" East a distance of 154.39 feet to an iron set; and (2) South
86°20'42" East a distance of 683.04 feet to the POINT AND PLACE OF BEGINNING; having
an area of 6.684 acres, as shown on a survey prepared by Yarbrough -Williams & Houle, Inc., for
Waxhaw Mill Ventures, LLC, dated August 25, 2015 (DRAWING # 246-16).
UNION COUNTY TAX PARCELS: 05-110-002, 05-110-006 and 05-110-007

[LIEVETIgn OCR 4G3L1[i l�Lv]�t�4LQd
YARBROUGH-WILLIAMS & HOULE, INC.
P.O. Box 7007 Charlotte, NC 28241
[phone]
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