SW3141101_HISTORICAL FILE_20150512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW�����(%(
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE o[UG �C/✓ /�
YYYYM M DD

41�(
ROWAN SUMMIT SHOPPING CENTER
ROWAN COUNTY, NC o
Prepared for.
Hutton
736 Cherry Street
Chattanooga, TN 37402
Prepared by:
Berry Engineers, LLC
3555 Keith St NW
Cleveland, TN 37312
Tel: [phone]
Issued: January 5, 2015
SEAL
�ooe
0Ii0;'iZ615
Christopher M. Berry, P.E.
STORM —WATER MANAGEMENT REPORT
BERRY ENGINEERS LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

J�

TABLE OF CONTENTS PAGE
1. INTRODUCTION 3
2. EXISTING CONDITIONS 3
2.1 Site Characteristics 3
2.2 Soil Information 3
2.3 Hydrology 3
2.4 Floodplains & Floodways 3
3. PROPOSED STORMWATER MANAGEMENT SYSTEM 4
3.1 Design Conditions 4
3.2 Stormwater Treatment 4
3.3 Post Development Peak Discharges 5
3.4 Operation & Maintenance 5
4. EXHIBITS 6
-Exhibit A: Predevelopment Conditions 6
-Exhibit B: Post Development Conditions 7
Appendix A: Reference Information
-Wet Detention Basin Supplement
-Rainfall Information
-Curve Numbers
-Soil Map
-FEMA FIRM Map
Appendix B: Predevelopment & Post Development Hydrologic Analysis
-1 year storm (24 hour)
-10 year storm (24 hour)
-25 year storm (24 hour)
-100 year storm (24 hour)
Appendix C: Hydraulic Analysis for Storm System
STORMWATER MANAGEMENT REPORT 2
BERRY ENGINEERS LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

1. INTRODUCTION
This project consists of constructing a new shopping center located along Julia obdin Rowan
County, NC. The site parcel is 28.11 acres and is under the jurisdiction of Rowan County and
NCDENR. This report, in conjunction with the construction plans, is meant to demonstrate that
the design is consistent with the rules and regulation of this jurisdiction.
2. EXISTING CONDITIONS
2.1 Site Characteristics
Currently the site is undeveloped and mostly wooded. The site sheet drains west to an
unnamed tributary to Town Creek. There is approximately 0.16 acres of wetlands on the
property as well as two streams, however, they will not be impacted as a result of the
development.
2.2 Soil Information
The soil map in Appendix A depicts the various soil types found on site. The soils around the
subject site are noted as Appling sandy loam and Cecil sandy clay loam in hydrologic soil group
B (60% of developed area) and Helena sandy loam in hydrologic soil group D (40% of
developed area).
2.3 Hydrology
The total drainage area used for stormwater calculations is 21.53 acres (4.63 acres of
undeveloped area and 1.95 acres of pervious bypass area per the table in section 3.1 is
omitted). Using a curve number of 55 for good wooded areas in hydrologic soil group B, and 77
for good wooded areas in hydrologic soil group D, the weighed curve number for the site is 64.
TR-55 method was used to calculate a time of concentration of 38 minutes. The
predevelopment flow rates for the site are listed below:
1-year, 24 hour storm: 3.55 cfs
10-year, 24 hour storm: 21.4 cfs
25-year, 24 hour storm: 31.4 cfs
100-year, 24 hour storm: 48.9 cfs
The hydrographs are provided in Appendix B.
2.4 Floodplains & Floodways
Floodplain information was compiled from Federal Emergency Management Agency (FEMA)
Flood Insurance Rate Map (FIRM) number 3710565800J effective June 16, 2009. Based on
these maps, the site is not in a designated floodplain.
STORMWATER MANAGEMENT REPORT 3
BERRY ENGINEERS LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL, 423-790-5880

3. PROPOSED STORMWATER MANAGEMENT SYSTEM
3.1 Design Conditions
The 28.11 acre site will be initially developed with a 141,000 S.F. shopping center and
associated parking area with 7.59 acres reserved for future development. The development is
designed for a total impervious area of 16.80 acres. The initial construction will include 9.71
acres of impervious area (of which 0.10 acres bypasses the pond at the driveways), 5.24 acres
of grassed area (of which 1.95 acres bypasses the pond around the perimeter of the site), and
4.63 acres of undisturbed area which will not drain to the detention pond (excluded from the
calculations). A future roadway extension, with 0.94 acres of impervious area (of which 0.10
acres will bypass the pond) is also planned for. The future development parcels are designed
for an additional 6.15 acres of impervious area and 1.44 acres of grassed area. A curve number
of 98 was used for the impervious area, 61 for the grassed areas in HSG B, 80 for the grassed
areas in HSG D, and 77 for the wooded undeveloped areas (HSG D). The weighted curve
number for the developed portion of the site draining to the detention pond is 90. The time of
concentration is 10 minutes for the developed site.
Runoff from the development is conveyed through a storm sewer system and discharge into a
wet detention pond to meet the NCDENR water quality requirements and peak discharge
requirements. The wet detention pond has 3:1 side slopes, a forebays at the pond inlet, and a
10' vegetated shelf around the normal water elevation. The permanent pool elevation is 745.00,
the bottom of the pond is 735.00 (736.00 sediment cleanout elevation), and the top of bank is
752.50.
Exhibit B depicts the development area and the below table provides a summary of the areas.
Land Use Area
Developed Parcels
(Lots 2, 7, 8, & 9)
Future Development
Parcels (Lots 1, 3, 4, 5, & 6)
Proposed Impervious (to pond)
9.61 acres
0 acres
Proposed Pervious (to pond)
3.29 acres
n/a
Future Impervious (to pond)
0.84 acres
6.15 acres
Future Impervious (bypasses pond)
0.10 acres
0 acres
Future Pervious (to pond)
n/a
1.44 acres
Proposed Impervious (bypasses pond)
0.10 acres
0 acres
Proposed Pervious (bypasses pond)
1.95 acres
0 acres
Undeveloped (bypasses pond)
4.63 acres
n/a
Total
20.52 acres
7.59 acres
3.2 Stormwater Treatment
The NCDENR requires stormwater to be treated with a system that provides at least 85% TSS
removal. A wet detention pond will provide this removal rate if it is designed in accordance with
the NCDENR Stormwater BMP manual. The achieve 85% TTS removal efficiency, the
permanent pool must be sized in accordance with Table 10-1 of the BMP manual. The total
drainage area for the pond is about 21.53 acres with 16.80 acres of impervious area (78%
impervious) and the average Permanent Pool Depth is 6.26 feet. From Table 10-1, the required
STORMWATER MANAGEMENT REPORT 4
BERRY ENGINEERS LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

surface area to drainage area ratio is 2.10% (85% impervious interpolation) and the provided
ratio is 2.44%.
NCDENR requires new developments to provide treatment for the first one inch of runoff by
providing a drawdown of the volume between 48-120 hours. Using the equation in section 3.3.1
of the BMP Manual, the required treatment volume is 58,770 cubic feet. The provided treatment
volume between elevations 745.00 and 747.50 is 68,700 cubic feet.
3.3 Post Development Peak Discharges
Rowan County requires the post development discharge rates to be at or below the existing
predevelopment discharge rates for the 1-year and 10-year, 24 hour storm events. An outlet
control device was placed at the detention pond to control the peak discharge from the site.
The 25-year and 100-year storms were also checked.
A hydrologic analysis was performed to demonstrate that post development flows from the site
are less the predevelopment flows. The hydrographs for the proposed conditions are attached
in Appendix B, and the results are listed below:
1-year, 24 hour storm:
10-year, 24 hour storm:
25-year, 24 hour storm:
100-year, 24 hour storm:
3.4 Operation & Maintenance
3.0 cfs (Pond elevation = 747.9')
20.6 cfs (Pond elevation = 749.9')
28.2 cfs (Pond elevation = 750.7')
79.3 cfs (Pond elevation = 751.6')
The pond is designed with an extra one foot of depth to allow for sediment accumulation. This
sediment shall be removed once it reaches elevation 736.0. It is anticipated that the forebay will
need sediment removal more often than the main pond area. Since the pond is shared between
multiple property owners, an operation and maintenance agreement will be established between
all parties. The maintenance required includes but is not limited to mowing, clearing debris from
inlets, trash pickup, erosion inspections, stabilization of the side slopes and vegetated shelf, and
monitoring the offsite discharge points.
STORMWATER MANAGEMENT REPORT 5
BERRY ENGINEERS LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

/
C j
I
S1117ET NAME:
PROJECT:
DEVELOPER:
PREDEVELOPMENT
ROWAN —SUMMIT SHOPPING
HUTTON
3555 KEITII ST NW
DRAINAGE MAP
CENTER
736 CHERRY STREET
BERRY
SUITE 109
JULIAN ROAD
-\
ROWAN COUNTY, NC
CI'IATTANOOGA, TN 37402
ENGINEERS LLC
CLEV 423-790-5980 ,'I'N 37312
-5880
DA'l E. 01/05/1015

\ I1
I
or
\ V\
O>0
SHEET NAME:
PROJECT
DEVELOPER:
POST DEVELOPMENT
ROW" SUMMIT SHOPPING
3555 KEITH STNW
BERRY
DRAINAGE MAP
CENTER
73G CIi ERRY STREET
IERRY S
SUITE 109
CLEVELAND,TN 37312
JULIAN ROAD
ROWAN COUNTY, NC
CHATTANOOGA, TN 37402
ENGINEERS LLC 423-790-5880
DATE: 01/05/2015

APPENDIX A:
Reference Information
STORMWATER MANAGEMENT REPORT
BERRY ENGINEERS, LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

Permit NoSbt/3/1¢ //0j
(to be provided by DWl7)
n
�FW
r�pF W A Te,9O
o
NC ENR
`
STORMWATER MANAGEMENT PERMIT APPLICATION FORM V
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
ROWAN SUMMIT SHOPPING CENTER
Contact person
Phone number
Date
Drainage area number
IC DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
%impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr stone peak flow required?
1-yr. 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: l-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PfelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWF elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
937,847 ft2
731,808 to
78.03 %
1.0 in
58,770 ft3
68,700 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
tt3
to
tt3
Y (Y or N)
2.8 in
0.20 (unitless)
0,82 (unitless)
3.70 whir OK
2.36 ft3lsec
1.96 ft3lsec
-0.40 ft3lsec
747.50 first
745.00 first
745.00 If
745.50 first
744.50 first
736.00 fmsl
735.00 first
1.00 If
N (Y or N)
III
Form SW401-Wet Detention Basin-Rev.94118112 Parts I. & 11, Design Summary, Page 1 of 2

(to be prookoed by DWO)
IL DESIGN INFORMATION _
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A,,
Area, bottom of 10ft vegetated shelf, A,,,
Area, sediment cleanout, top elevation (bottom of pond), A�
Volumes
Volume, temporary pool
Volume, permanent pool, Vim„ r,,
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V,, ,-.,
Area provided, permanent pool, A,,m�l
Average depth calculated
Average depth used in SAIDA, J., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ai
Area, bottom of 10ft vegetated shelf, A,,,,,(
30,500 It'
229 ft'
H2 (unitless)
26,300 ft' OK
19,700 It'
7,160 ft'
68,700 ft' OK
120,295 ft'
24,000 its
20.0% % OK
85 %
N (Y or N)
Y (Y or N)
0.02 (unitless)
N (Y or N)
120,295 ft'
26,300 ft'
It
Y (Y or N)
26,300 ft'
19,700 ft
Need 3 it min.
Area, sediment cleancut, top elevation (bottom of pond), Ate.
7,160 ft
'Depth' (distance btw bottom of 1011 shelf and top of sediment)
8.50 It
Average depth calculated
6.24 it OK
Average depth used in SAIDA, dam., (Round to down to nearest 0.5ft)
6.0 It OK
Drawdown Calculations
Drawdown through onfce?
Y (Y or N)
Diameter of orifice (if circular)
6.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (CD)
(unitless)
Driving head (Ho)
It
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C„)
(unitless)
Length of weir (L)
it
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
2.36 fts/sec
Post -development 1-yr, 24-hr peak flow
1.96 fts/sec
Storage volume discharge rate (through discharge orifice or weir)
1.90 lt'/sec
Storage volume drawdown time
5.00 days OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 It
OK
Length of flowpalh to width ratio
3 :1
OK
Length to width ratio
2.0 :1
OK
Trash rack for overflow & onfice?
Y
(Y or N)
OK
Freeboard provided
1.0 It
OK
Vegetated filter provided?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all mnoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump out
Form SW401-Wet Detention Basin -Rev .9-0/18112 Parts I. & 11. Design Summary, Page 2 of 2

Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3 �.
ff
Location name: Salisbury, North Carolina, US' {
Latitude: 35.6300°, Longitude:-80.4906°
® Elevation: 753 ft',�W n�
' source: Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF araphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval (years)
Duration
1
2
5
10
25
50
�����
100
200
500
1000
5
7
7
5-min
224
0
0
(0.3 63 0.419)
(0.4 07497)
(0.4915 579)
(0.5 85 06635)
(0.5 05 06699)1F(0.63
05742)
(0.65 0.781)
(0.64 00815)
(0.6 67 852)
(0.7 9803
0,877)
0.617
0.730
0.854
0.937
1.03
1.09
1.15
1.19
1.24
1.27
10-min
(0.569 0.669)
(0.675 0.795)
(0.786 0.928)
(0.861 1.02)
(0.940 1.11)
(0.992 1.18)
(1.04 1.24)
(1.07 129)
(1.10 1.35)
1 (1.12 1.38)
15-min
(0.711170.837)
(0.848111.00)
(0.99408.17)
(1. 919.29)
(1.19310.41)
(1.26311.50)
(1.3145.57)
(1.3551.63)
(1.3956.70)
(1.4051173)
1.06
1.27
1.53
1.72
1.93
2.08
2.22F
2.34
2.48
2.57
30-min
(0.975 115)1
(1.17 1.38)
1 (1.41 1.67)
1 (1.58 1.86)
(1.77 2.09)
(1.89 2.26)
(2.00 2.40)
(2.10 254)
(2.21 2.70)
1 (2.27 2.81)
1.32
1.59
1.97
2.24
2.57
2.82
3.05
3.28
3.56
3.75
60•min
(1.22 1.43)
(1.47 173)
(1.81 2.14)
(2.05 2.43)
(2.35 2.78)
(2.56 306)
(2.76 3.31)
(2.95 356)
(3.16 3.87)
(3.31 4.10)
1.52
1.84
2.29
2.62 IF
3.06 13.38
3.69
4.00
4.40
4.69
2-hr
(1.40 1.66)
1 (1.69 2.01)
(2.10 2.50)
(2,40 2.86)
1 (2.78 3 32)
(3.06
4.80)
(4.09 5.13)
1.62
1.96
2.44
2.81
3.30
3.68
4.05
4.42
4
5.28
3-hr
.91
(1.49 1,77)
1 (3.00 3.58)
1 (3.32 3 99)
(3.63 4,39)
(3 93 4 80)
1 (4.31 5.35)
1.96
2.36
2.95
3.41
4.01
4.49
4.97
5.45
6.11
6.60
6-hr
(1.81 2.14)
(2.18 2.58)
(2.71 3.22)
(3.12 3.71)
1 (3,65 4 36)
(4.06 4 87)
(4.45 5.39)
(4.84 5.92)
(5,34 6 64)
(5.70 7.19)
2.31
2.78
3.49
4.05
4.81
5.41
6.03
6.66
7.53
8.21
12-hr
(2.13 2.52)
(2.57 3.05)
(3.21 3.81)
(3.71 4.41)
(4.37 5.21)
(4.88 5.85)
(5.39 651)
(5.89 7.19)
(6.55 8.12)
(7.03 8.86)
2.75
3.32
4.17
4.83
5.73
6.45
7.18
7.93
8.95
9.75
24-hr
(2.57 2.95)
(3.11 3.57)
(3 89 4,47)
(4.51 5,18)
3.19
3.85
4.79
5.53
6.52
7.31
8.11
8.93
10.0
10.9
2-day
(2.99 341)
(3.60 411)
(4.48 5.12)
(5.16 5.90)
(6.08 6.96)
1 (6.79 7.81)
1 (7.52 8.65)
(8.25 9.54)
1 (9.23 10.7)
1 (10.0 11.7)
4
8
0
8
8
5
38
0 5
1.4
3-day
S.19.3.62)
(3.83 4,36)
(4.74 5.40)
(5.45 6.21)
S.40 7.32)
(7.15 8.20)
(7.91 9.09)
S.69.0.0)
(9.711.3)
(10.52.2)
3.61
4.32
5.33
6.12
7.21
8.06
8.94
9.83
11.0
12.0
4-day
(3 39 3.84)
1 (4.06 4.61)
1 (5,00 5.68)
(5.74 6.52)
(6.72 7.68)
(7.50 8 59)
(8 30 9.53)
(9.10 10.5)
(10.2 11.8)
1 (11.0 12.8)
4.16
9
p
8
6
99.52)
9
8 9
2 2
3 2
7-day
(3.934.42)
(4.69 5.28)
(5.69 6.41)
(6.48 7.31)
(7.56 8.55)
(8.40
(9.25 10.5)
(10 11.6)
(11 33.0)
(12 24.1)
13.9
10-day
(4.5075.02)
(5.3555.96)
(6.42.78.16)
(7.2558.10)
(8.3889,35)
(9.21 10.3)
(10.1D 11.3)
(1091124)
(121303.7)
(13.0 114.8)
20-day
6.38
7.53
8.89
9.96
11.4
12.5
13.7
14.8
16.4
17.6
(6.08 670)
(7.17 7.90)
(8.46 932)
(9.46 10.4)
(10.8 12.0)
(11.9 13.2)
1 (12.9 14.4)
(13.9 15.6)
(15.3 17.2)
(164 18.5)
30-day
7.89
(7.54 826)
9.29
S87 970)
10.8
(10.3 11.3)
11.9
(114 12.5)
13.5
(12.8 14.1)
14.6
(13.9 15.3)
15.8
(15.0 16.5)
16.9
(16.0 17.7)
18.4
(17.4 19.4)
19.6
(18.4 20.6)
45-day
9.94
11.6
13.3
14.5
16.2
17.4
18.6
19.8
21.3
22.5
(9.54 10.4)
(11.2 12.1)
(127 138)
(139 151)
(15.5 168)
(16.6 182)
(17.7 19.4)
(18.8 207)
(20.2 22.3)
1 (21.3 23.5)
11.8
13.8
15.6
16.9
16.7
20.0
21.3
22.5
24.1
25.3
60-day
(11.4 123)
(13.3 14.3)
(15.0 16.1)
(163 17.6)
(17.9 19.4)
(19.2 20.8)
(20.4 22.1)
(215 234)
(22.9 25.1)
(24.0 264)
1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given
duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against
probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
hitp://dipper.nvs.nona.gov/hdse/pfds/pfdssrintpage.litml?lat=35,6300&lon=-8O.4906&data=depth&units=eTiglish&scrics=pdsl9/27/2014 8:44:54 I'M)

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Water Features
a — myorologic boll laroup
JiroIJFp I JJ021!I brace (noutrT e)v,
NE)
Warning: Soil Ratings Map may not be valid at this scale. J
You have zoomed in beyond the scale at which the soil map for this area is
intended to be used. Mapping of soils is done at a particular scale. The soil
surveys that comprise your AOI were mapped at 1:24,000. The design of map
units and the level of detail shown in the resulting soil map are dependent on
that map scale.
Enlargement of maps beyond the scale of mapping can cause misunderstanding
of the detail of mapping antl accuracy of soil line placement. The maps do not
show the small areas of contrasting soils that could have been shown at a more
detailed scale.
I Tables — Hydrologic Soli Group — Summa" By Mao Unit
--------- ----- .-------------- '--------- _----- .......
_--___._....____._.-._.-..
Summary by Map Unit — Rowan County, North Carolina (NC359) Q
Map unit Map unit name Rating Acres in Percent of
symbol I _ I I AOI I AOI
Appling sandy loam, 1 to 6 percent slopes
B
7.81
32.1
Armenia loam, 0 to 2 percent slopes,
frequently Flooded
C)D
0.5
2.1%
Cecil sandy clay loam, 2 to 8 percent slopes,
moderately eroded
B
6.1
24.9%
Helena sandy loam, 1 to 6 percent slopes
D
8.3
33.9%
Udorthents, loamy
C
1.7
7.0 %
for Area of Interest
24.3
100.0 %
Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to
one of four groups according to the rate of water infiltration when the soils are not
protected by vegetation, are thoroughly wet, and receive precipitation from long -duration
storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and three dual
classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet.
These consist mainly of deep, well drained to excessively drained sands or gravelly
sands. These soils have a high rate of water transmission.
http://Nvebsoilsurvey.nres.tisda.gov/app/WebSoilSLirvey.aspx 9/27/2014

TDOT DESIGN DIVISION DRAINAGE MANUAL
January 1, 2010
Cover Type and Hydrologic Condition
Fully Developed Urban'Areas (v.egetation'established) °
N. for So)I Group : ;
A
t3 :
:C
D
Open sace lawn, parks, golf courses, cemeteries, etc.)`:
Poor condition (grass cover < 50%)
68
79
86
89
Fair condition (grass cover 60% to 75%)
49
69
79
64
Good condition (grass cover> 75%)
39
61
74
80
Impervious areas:
Paved parking lots, roofs, driveways, etc. (excluding right-of-way)
98
98
98
98
Streets and roads:
Paved; curbs and storm sewers (excluding right -of -way)
98
98
98
98
Paved; open ditches (including right-of-way)
83
89
92
93
Gravel (including right-of-way)
76
85
89
91
Dirt (including right-of-way)
72
82
87
89
Urban districts:
Commercial end business
85% average impervious area
89
92
94
95
Industrial
72% average Impervious area
81
88
91
93
Residential districts by average I size:
1/8 acre or less (town houses)
65% average impervious area
77
85
90
92
114 acre
38% average Impervious area
61
75
83
87
1/3 acre
30% average Impervious area
57
72
81
86
1/2 acre
25% average impervious area
54
70
80
85
1 acre
20% average impervious area
51
68
79
84
2 acres
12% average Impervious area
46
65
77
82
Developing urban areas:
Nevily graded areas (pervious areas only, no vegetation)77
86
1 91
94
For Idle lands, CN's are determined using cover types similar to those In Tel 4A-3
Table 4A-1
Runoff Curve Numbers for Urban Areas
Reference: USDA, Urban Hydrology for Small Watersheds (1986)
(See following page for notes)
4A-18

TDOT DESIGN DIVISION DRAINAGE MANUAL
January 1, 2010
cover, Type and Description,''
Hydrologic,:.
Condit_ton.-'
CNsforSoll Group
A ..
•:'iB
C ..
D
Pasture, grassland, orrange--continuous
forage for grazingb
Poor
68
79
86
89
Fair
49
69
79
84
Good
39
61
74
80
Meadow --continuous grass, protected from
grazing and generally mowed for hay
_
30
58
71
78
Brush--brush-weed-grass mixture with brush
the majorelementc
Poor
48
67
77
83
Fair
35
56
70
77
Good
30
48
65
73
Woods --grass combination (orchard or tree
farm),
Poor
57
73
82
86
Fair
43
65
76
82
Good
32
58
1 72
79
Woods IF
Poor
45
66
77
83
Fair
36
60
73
79
Good
30
55
70
77
Farmsteads --buildings, lanes, driveways, and
surrounding lots
----
59
74
82
86
Table 4A-3
Runoff Curve Numbers For Rural Areas and Other Agricultural Landse
Reference: USDA, Urban Hydrology for Small Watersheds (1986)
(See lolloWng page for notes)
°Average runoff condition, and I = 0.2S.
bPoor. <50% ground cover or heavily grazed with no mulch.
Fair: 50 to 75% ground cover and not heavily grazed.
Good: >76% ground cover and. lightly or drily occasionally grazed.
°Poor: <50%ground cover.
Fair: 50 to 750/6 ground cover.
Good: > 75% ground cover.
°Actual curve number is less than 30; use CN = 30 for runoff computations.
eCN's shown were computed for areas with 50% woods and 50% grass (pasture) cover. Other
combinations of conditions may be computed from CN's for woods and pasture.
f Poor: Forest litter, small trees, and brush are destroyed by heavy grazing or regular burning.
Fair: Woods are grazed but not burned, and some forest litter covers the soil.
4A-22

APPENDIX B:
Hydrologic Analysis
STORMWATER MANAGEMENT REPORT
BERRY ENGINEERS, LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

1S 2S 3S
Predevelopment Post Deve opment to Post De elopment
Pond By- Dass
A4P
Detention Pond
5L
Total Post Development
Runoff
9 Reach on Link

Rowan Summit - Salisbury, NC Type 1124-hr 1-year Rainfall=2.75"
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 @ 2014 HvdroCAD Software Solutions LLC Page 2
Summary for Subcatchment 1S: Predevelopment
Runoff = 3.55 cfs @ 12.46 hrs, Volume= 0.653 af, Depth= 0.36"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 1-year Rainfall=2.75"
Area (ac) CN Description
12.920 55 Woods, Good, HSG 6
8.610 77 Woods. Good. HSG D
21.530 64 Weighted Average
21.530 100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(f /ft)
(f /sec)
(cfs)
23.7
100
0.0150
0.07
Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 3.30"
14.5
1,000
0.0530
1.15
Shallow Concentrated Flow,
Woodland Kv= 5.0 fos
t1*-WiN [*= no R
Subcatchment 1S: Predevelopment
Hydrograph
I I I I I I I I I I I I I I I
3.55 cfs
Type 11124-hr
I
I � 1 1 1 1 1 1 1 I I I I I -y 1
i i
ear; Ralnfall=2.75
I I I
�
Runoff Area=21.530 ac I I I I I I I I
RUn6ff!V61dme=0.653 of
RunoffDl ptfi=;0:36
I
Flow ,
Length=1 100'
I I
'Tc=38.2 min
I I I I I I I I I I I I I I
I
I
CN, 64
n s in iR 9n 9s an 3R an as sn ss Rn Rs 7n )R an R5 an as inn ins lin lis is
Time (hours)
— Runoff

Rowan Summit - Salisbury, NC Type It 24-hr 1-year Rainfall=2.75"
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 @ 2014 HvdroCAD Software Solutions LLC Page 3
Summary for Subcatchment 2S: Post Development to Pond
Runoff = 55.94 cfs @ 12.01 hrs, Volume= 3.121 af, Depth= 1.76"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 1-year Rainfall=2.75"
Area (ac) CN Description
9.610
98
Paved parking, HSG B
3.290
61
Grass cover, Good, HSG B
' 6.990
98
Future Paved parking, HSG B
1.440
61
Future Grass cover, Good, HSG B
21.330
90
Weighted Average
4.730
22.18% Pervious Area
16.600
77.82% Impervious Area
Tc Length
Description
10.0 Direct Entry,
Subcatchment 2S: Post Development to Pond
Hydrograph
60- -I �. -- i- -I __I ' -
_- _- ---
55.94 cfs I1 1 1 1 1 1 1 1
1
i 1 1 1 1 1 , , 1 1 , 1 1 11
1 1 1 1 1
55_-__r__i _r__1___�___i___I___,__,__�__r__r__r__r__r__r__r__r__r __r__r __r __r
_II1 �....._... i._-;_------.' .';._.....';.._ _ -TYpe II'124-h;r
50
1 I
---�-- �'1-- �'�----�'--�--' -.--.1sYea_r;' Rainfall=�2.75"--
I I I I I I I I I I I I 1 I I I I I
40-----'---------- �_ 1 1 ,_
___;__ _Runoff Area=21.330,ac__
1 1 1 1 1 1- 1- 1 I I 1 1 I 1 I 1 1 I 1 1
Runoff
1 I I 1 1 1 1 I 1 1 1
35 - r 'r ,Vglume=,3..121_af_-
v 1 I I I 1 1 1 I I I I I 1 1 1
Runoff IDepth=1.76"
0 30_.__r__r_,___,___,___,__�__�__y__y__y___,__�__�__
1 1 1 I I 1 I
" 'T 0'0
25-�--; --�-;---;---1---�--�--�---1-----------------�--�--�--; c=-1 .. -min--
I
1 1 1
15_- i__r_r__,___I___I__--- _--- ____r __I__r__r __r __r __r __r
1 1 1
10 __ __ __ __
I 1 1 I - - -
1 1
1 1 I I I
I 1 I
0
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 1
Time .(hours)
— Runoff

Rowan Summit - Salisbury, NC Type lI 24-hr 1-year Rainfall=2.75"
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 © 2014 HydroCAD Software Solutions LLC Page 4
Summary for Subcatchment 3S: Post Development By-pass
Runoff = 0.67 cfs @ 12.01 hrs, Volume= 0.042 at, Depth= 2.52"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 1-year Rainfall=2.75"
Area (ac) CN Description
0.200 98 Paved parking HSG B
0.200 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (fUft) (fUsec) (cfs)
10.0 Direct Entry,
Subcatchment 3S: Post Development By-pass
Hydrograph
0.75-
1 1
0.7---I,- 0.67
____ Runoff
-�—�-- --r--r- _ I
i 1 I I 1 1 I 1 I I 1 I I I 1 1 I 1 1 I I 1
0.65:
os=-1 1' Ty�e,1124-hr
I I I I I I I I i I I 1 I I . I
0.55c-----II- - -II -- ;--;---;--;--r--------------1111-yeI ar;Rallifa.11=2.75"--
I " Runoff'Area 0.200-a1
I
1 _
0.5_.______
1 I 1 1 1 1 1 I 1 __
1 i � I I 1
0.45.__ti__1__I__�__J__J__A__1--4--F__,.__1__ _I_ _1 _ J '
Runoff-;Volume=0:042-af--
R ff De - 52"
' '-'-- �-- �-- �-- �- � - � --'- -�--�---I-- �-- - uno, -1 Ipth=2.1 ; --
0 0.35-'- ' 1 1 1 I 1 1 1 1 I 1 1
- 10,0mi
1 I
LL I 1 1 I 1 I I I '
0.3 I _ _I _J J _J 1 _1 _L _1_ _L _L_ 1 _I _J _J _1 _1T1� n
I I I I 1 I I 1 I I 1 I I I I I V
I I I
I I 1 1 1 I I 1 8__
02
I I I I 1 L.
1
____1.__L __L
I I I I I I 1 I I I I
I I 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0.05_.__�1__ 1__7_________ _____________________
0-
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 60 85 40 05 160 165 110 115 120
Time (hours)

Rowan Summit - Salisbury, NC Type // 24-hr 1-year Rainfall=2.75"
Prepared by Microsoft Printed 12/30/2014
HydroCAD@ 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 5
Summary for Pond 4P: Detention Pond
Inflow Area = 21.330 ac, 77.82% Impervious, Inflow Depth = 1.76" for 1-year event
Inflow = 55.94 cfs @ 12.01 hrs, Volume= 3.121 of
Outflow = 2.96 cfs @ 13.27 hrs, Volume= 3.116 af, Atten= 95%, Lag= 75.4 min
Primary = 2.96 cfs @ 13.27 hrs, Volume= 3.116 of
Routing by Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Starting Elev= 745.00' Surf.Area= 22,900 sf Storage= 120,295 cf
Peak Elev= 747.87' @ 13.27 hrs Surf.Area= 31,425 sf Storage= 201,083 cf (80,788 cf above start)
Plug -Flow detention time= 2,138.5 min calculated for 0.355 of (11% of inflow)
Center -of -Mass det. time= 626.3 min ( 1,439.9 - 813.5 )
Volume Invert Avail.Storage Storage Description
#1 736.00' 370,283 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
736.00 7,160 0 0
738.00 9,530 16,690 16,690
740.00 12,200 21,730 38,420
742.00 15,300 27,500 65,920
744.00 18,800 34,100 100,020
744.50 19,700 9,625 109,645
745.00 22,900 10,650 120,295
745.50 26,300 12,300 132,595
746.00 27,400 13,425 146,020
748.00 31,700 59,100 205,120
750.00 36,300 68,000 273,120
752.00 41,100 77,400 350,520
752.50 37,950 19,763 370,283
Device Routing Invert Outlet Devices
#1 Primary 744.50' 36.0" Round Culvert
L= 55.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 744.50' / 744.00' S= 0.0091 T Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 7.07 sf
#2 Device 1 750.75' 60.0" Horiz. Orifice/Grate C= 0.600
Limited to weir flow at low heads
#3 Device 1 745.00' 6.0" Vert. Orifice/Grate C= 0.600
#4 Device 1 747.50' 2.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#5 Primary 751.50' Custom Weir/Orifice, Cv= 2.62 (C= 3.28)
Elev. (feet) 751.50 752.50
Width (feet) 14.00 22.00

Rowan Summit - Salisbury, NC Type 1124-hr 1-year Rainfall=2.75"
Prepared by Microsoft Printed 12/30/2014
HydroCADO 10.00-12 s/n 07981 @ 2014 Hydro CAD Software Solutions LLC Page 6
Primary OutFlow Max=2.96 cfs @ 13.27 hrs HW=747.87' (Free Discharge)
Culvert (Passes 2.96 cfs of 44.54 cfs potential flow)
2=Orifice/Grate ( Controls 0.00 cfs)
3=Orifice/Grate (Orifice Controls 1.53 cfs @ 7.80 fps)
=Sharp -Crested Rectangular Weir (Weir Controls 1.43 cfs @ 1.99 fps)
=Custom Weir/Orifice ( Controls 0.00 cfs)
Pond 4P: Detention Pond
Hydrograph
1 I_ I I II 1 I 1 II I __ I I I_
.___ ---------- __________ _______________I______---____ _________________
' 55.94 cfs 1 1 1 1 1 1 1 1
I 1 1 1 1 1 I I 1 1 1 1 1 1 I I 1 I I I 1
1 1 1 :�177__r__.r.__1.__r__r__r __r __I___I__�__,__r__r__7__
Inflow 'Area=21'.330� ac
--'I---�---I---I---1---1--�--�--�--�--t--1---1---1---1---I---I---I---I--��--7--�--T--
1 1 1 1 PeakE
L l I _I I_ lev=747_.1. . _
I 1 1 1 1 1 1 1 I 1 I I I I 1 1 1 I 1
83-6f-
I I I I
I I I I I I I 1 I I I I
I I I I I I I I I I I I I I I I I I I I I I I
1 I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I
_1 _1 y.... -. .I _y _- I
I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I 1 I I I I I 1
1 I 1 I I I I I 1
I I I I I 1 1 I I I I I 1 I I I I I I I I I I
I I 1 I I I I
1 1 I I 1 I I 1 I I
1 1 _ _I
I I I I I I I I I I I I I I
I I I 1 1
I I I I
1 1
I I
I
2.96 cfs__,__,__-______________,.__-__I___I___I___I__�__�__�__,
I I I
0 6 10 15 90 95 30 35 40 45 50 55 AO 65 70 ]6 AO fly 90 96 100 105 110 115 1
rime (hours)
— Inflow
Primary

Rowan Summit - Salisbury, NC Type/1 24-hr 1-year Rainfall=2.75"
Prepared by Microsoft Printed 12/30/2014
HydroCAD®10.00-12 s/n 07981 @ 2014 HvdroCAD Software Solutions LLC Page 7
Summary for Link 5L: Total Post Development Runoff
Inflow Area = 21.530 ac, 78.03% Impervious, Inflow Depth > 1.76" for 1-year event
Inflow = 3.00 cfs @ 13.25 hrs, Volume= 3.158 of
Primary = 3.00 cfs @ 13.25 hrs, Volume= 3.158 af, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span= 0,00-120.00 hrs, dt= 0.05 hrs
3
O
LL
Link 5L: Total Post Development Runoff
Hydrograph
1 1
3.00 cfs 1 1 1 1
I 1 I I I 1 I 1 I 1
Inflow Area=21.53G ac
I 1111111111 1 III 11
1 1 I I I 1 1 1 I 1 I I
I I 1 I I I I 1 I I I 1 1 I I 1
I I I I I 1 I I I 1 I I I I 1 I I I I I I 1
I I I I I I I I I
I I I I 1 I I I I I I I I I I I I I I I I I
I I I I I I I I I I I
I I I 1 I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I
I I I I I I I I I I I I I
I I I I I I I I I I I I 1 I I I I
I I I
1 I I I I I
I I I I I I I I I I I I I 1 I I 1 I I
1
I 1 I I I I I I I I I I I I I I I I 1 I I 1 I
I I I I I I I I I I I I I
1 I I I I I I I I I I I I 1 I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I
I 1 I I
I I I I I I I I I
I I I 1 1 1 I I I I 1 I I I 1 1 I I I
I 1 I
I I I I I I I I I
I I I I 1 1 I I I I I I I I I I 1 I I 1
Time (hours)
— Inflow
Primary

Rowan Summit - Salisbury, NC Type 1124-hr 10-year Rainfall=4.85"
Prepared by Microsoft Printed 12/30/2014
HydroCAD@ 10.00-12 s/n 07981 @ 2014 HvdroCAD Software Solutions LLC Page 8
Summary for Subcatchment 1S: Predevelopment
Runoff = 21.42 cfs @ 12.37 hrs, Volume= 2.663 af, Depth= 1.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type It 24-hr 10-year Rainfall=4.85"
Area (ac) CN
12.920
55 Woods, Good, HSG B
8.610
77 Woods, Good, HSG D
21.530
64 Weighted Average
21.530
100.00% Pervious Area
Tc Length
A
Description
23.7 100 0.0150 0.07 Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 3.30"
14.5 1,000 0.0530 1.15 Shallow Concentrated Flow,
Woodland Kv= 5.0 fos
38.2 1,100 Total
Subcatchment 1S: Predevelopment
Hydrograph
L 1 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 1
21.42 cis
1 1 1 1 1 1 1 1 1 1 1
7__1__r__r__r __,.__r__r__r__,-__r__
1 1 1 1 1 +--1 _Type-1124-_h_r-__..
---
L
I I I 1 1 =
,,,___,,__;_ 10,year;Rainfall=4:85;___
-- I 1
J -;-Ru__no_ffA_r_ea=2.1:5.3.0_ ac--_
-F
I I I I 1 -
R
I
-r-r-----------1- -I -Of a=2:663 of
I I I I I I I I I I I I I I
- -p
I 1 1
1 1 1 1 1 -RunoffDe th-1.4
,___I__.,__r__,__.1 __r__r--r- i r. r r__r-__r._ r__
1 I
_ _ 1__2 -
-__a_=FIow�Length=1.,1:00'_=
L'
- r -- ----------- -- -------------r--r--r--.
--'- - -- Tc=382-min-- I I 1 I I 1 I I
,
1
_7 _1 I I I I I I I I
I 1 1 1 1 1 1 I 1 1 1 I 1 I 1 1 I I 1 I I 1 I
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
Time (hours)
— Runoff

Rowan Summit - Salisbury, NC Type 1124-hr 10-year Rainfall=4.85"
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 @ 2014 Hydro CAD Software Solutions LLC Page 9
Summary for Subcatchment 2S: Post Development to Pond
Runoff = 114.68 cfs @ 12.01 hrs, Volume= 6.633 af, Depth= 3.73"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 10-year Rainfall=4.85"
Area (ac)
CN
Description
9.610
98
Paved parking, HSG B
3.290
61
Grass cover, Good, HSG B
6.990
98
Future Paved parking, HSG B
1.440
61
Future Grass cover. Good. HSG B
21.330 90 Weighted Average
4.730 22.18% Pervious Area
16.600 77.82% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 2S: Post Development to Pond
Hydrograph
125 1___I_
120 114t68 cfs "
..I_.... .I :__�_
110 1 1 1
-J _
05 Type-11'24=hr-
1 -�I
06
90r---- r---- 1----, r----1�r-
95-- -1,.0_ry
e,ary�RaLlnfa,il=4.857
__�__.,._._.,__t____.y__y__.--__r_—
_
85- Runoff-Area=21.330 -ac-
75 - ;--; r :--r rI--Ruo,Volume=6.633 a
f-
370 f---
-I _ Atli=3:73'
r—
--'- '-"'--T--' _Runoff -De
o so
u 50 -- -+ - -1 -'Tc=10:0 min-
45
40 1 1
T r l C N=90
-r----r ---- I_.- ,--, -
35
I I I I I I 1 I I I I
25: __L__I___i _!__J _J_____J
1 1 1 __i_
1 1 1
20
= I
I I 1
5 IIrI -,1I1 _-_7nI _-_1
rI1
"r
0 rI __-rrI
-__-
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
Time (hours)

Rowan Summit - Salisbury, NC Type/1 24-hr 10-year Rainfall=4.85"
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 10
Summary for Subcatchment 3S: Post Development By-pass
Runoff = 1.20 cfs @ 12.01 hrs, Volume= 0.077 af, Depth= 4.61"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0,00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 10-year Rainfall=4.85"
Area (ac) CN Description
0.200 98 Paved parking, HSG B
0.200 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (f /ft) (f /sec) (cfs)
10.0 Direct Entry,
Subcatchment 3S: Post Development By-pass
Hydrograph
I I I I I I I I I I I I I I I I I I I
1.20 cfs
Type 11�24-hr I I I I I I I I I I I II
I I
-
10 'year; Rainfall=4:85"
,
I I I I I Runoff Area=0.200 ac
I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
Ru.nofflVolu.me=;0.077 of
Runoff Depth=4.61"
T6=10.0 min
I I III IIIII
CN=98
I I I
I I I I I I I I I I I I I I I I
I I I I I I I I I I I
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
Time (hours)
—Runoff

Rowan Summit - Salisbury, NC Type/1 24-hr 10-year Rainfall=4.85"
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 @ 2014 Hydro CAD Software Solutions LLC Page 11
Summary for Pond 4P: Detention Pond
Inflow Area = 21.330 ac, 77.82% Impervious, Inflow Depth = 3.73" for 10-year event
Inflow = 114.68 cfs @ 12.01 hrs, Volume= 6.633 of
Outflow = 20.38 cfs @ 12.29 hrs, Volume= 6.628 af, Atten= 82%, Lag= 17.1 min
Primary = 20.38 cfs @ 12.29 hrs, Volume= 6.628 of
Routing by Stor-Ind
method, Time
Span= 0.00-120.00 hrs, dt= 0.05 hrs
Starting Elev= 745.00'
Surf.Area=
22,900 sf Storage= 120,295 cf
Peak Elev= 749.88' @ 12.29 hrs
Surf.Area= 36,035 sf Storage= 268,950 cf (148,655 cf above start)
Plug -Flow detention
time= 784.5 min calculated for 3.865 of (58% of inflow)
Center -of -Mass det.
time= 384.5
min ( 1,176.8 - 792.3 )
Volume Invert
Avail.Storage Storage Description
#1 736.00'
370,283 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
736.00
7,160
0 0
738.00
9,530
16,690 16,690
740.00
12,200
21,730 38,420
742.00
15,300
27,500 65,920
744.00
18,800
34,100 100,020
744.50
19,700
9,625 109,645
745.00
22.900
10,650 120,295
745.50
26,300
12,300 132,595
746.00
27,400
13,425 146,020
748.00
31,700
59,100 205,120
750.00
36,300
68,000 273,120
752.00
41,100
77,400 350,520
752.50
37,950
19,763 370,283
Device Routing
Invert
Outlet Devices
#1 Primary
744.50'
36.0" Round Culvert
L= 55.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 744.50' / 744.00' S= 0.0091 T Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 7.07 sf
#2 Device 1
750.75'
60.0" Horiz. Orifice/Grate C= 0.600
Limited to weir flow at low heads
#3 Device 1
745.00'
6.0" Vert. Orifice/Grate C= 0.600
#4 Device 1
747.50'
2.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#5 Primary
751.50'
Custom Weir/Orifice, Cv= 2.62 (C= 3.28)
Elev. (feet) 751.50 752.50
Width (feet) 14.00 22.00

Rowan Summit - Salisbury, NC Type 1124-hr 10-year Rainfall=4.85"
Prepared by Microsoft Printed 12/30/2014
HVdroCAD® 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 12
Primary OutFlow Max=20.37 cfs @ 12.29 hrs HW=749.88' (Free Discharge)
Culvert (Passes 20.37 cfs of 67.07 cfs potential flow)
2=Orifice/Grate ( Controls 0.00 cfs)
3=Orifice/Grate (Orifice Controls 2.04 cfs @ 10.36 fps)
=Sharp -Crested Rectangular Weir (Weir Controls 18.33 cfs @ 5.05 fps)
=Custom Weir/Orifice ( Controls 0.00 cfs)
Pond 4P: Detention Pond
Hydrograph
114.68 cfs __J I. .. I. _L__ I_._ I..L !__l -1__ J_- L... _..
I I 1 I I I I I I I I I I I I. I I
I I I I 1 1 I I In I
I I I I
I___I__J_--1--Peak-Elev=749:88'
II1 111 III
__.,__,__r_____r__r__I__Y__y__t__y __r__.__r__I___I___I__-__.
------- __aStorage=268,9'50_cf
r__r.1__r__1__r__r__r__r__Lr__r__I___I__�__�__r
L__L__I__J__J _J _1 _1 _L _L _L _I _I _J _J
I I 1 I I I I I __J__J__J__!__1
I I I I I 1 I I I I I
_y y Y 1 t -r -r -1 -I --Y Y -� -� -t -r � -I -1 -I -y
_ ______ ___ __I__I _ __I___I __I___I__ I _I__I__I__ __I___I______I___I_
I I I I I I I I I I I 1 I I I I I I
.
1 I I I I
___I___I__r__I__r__r__r__r__r__I___I__r__r__r__r__r__r__r__r__1__�__-
t
- i r
I I
-- 'I -I 'I
s I 20.38 cfs L__J__!_ I __l_J__J__!.._!__!__1__L __I___I___I__J__J___
I L
I _______I ___ I I I I I I I 1 I I I I �. I I I
I I I I I I I I I I I
=--r--rr__r__r__r__r_�__�__r__ r__ r__ r__r__r__r__I___I__.
__.I__i __-__�__ti
I I I I I 1 I I I I I I I
r__r__r__r__I__r__�__r__r__r'-
A S 10 15 9f1 9S 3r1 3S d0 dS SO SS RO RS )0 )S RO AS 00 OS 100 105 it❑ 115 1:
Time (hours)
— Inflow
Primary

Rowan Summit - Salisbury, NC Type 1124-hr 10-year Rainfall=4.85"
Prepared by Microsoft Printed 12/30/2014
HydroCAD@ 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 13
Summary for Link 5L: Total Post Development Runoff
Inflow Area = 21.530 ac, 78.03% Impervious, Inflow Depth > 3.74" for 10-year event
Inflow = 20.58 cfs @ 12.28 hrs, Volume= 6.705 of
Primary = 20.58 cfs @ 12.28 hrs, Volume= 6.705 af, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Link 5L: Total Post Development Runoff
Hydrograph
23
22-'--1_
1 I__J__'__�____'____'_____�___�__�__--- ------- _--- __-__�__
_T_-T
J_ 20.58
cfs J__J__J__J__1__1__1_ _�
I I I 1
Primary
20:-__I___I_
Inf1ow-Area=21':5W ac
19-
18
1
I.. _.... r_
1 1 1 1
1 ... ...I 1—1.._.r-'T-'r'-T 1 _r..__r __I_.......r -
1
1 I I 1 1
16
I I I
75-
_r _r _r _r _r _, Y _Y Y v Y
14
i
I
I , 1 , I I I I I I I I I I
W 13'__'___1_
r
___r_____ I__ ____________________
v
u 12..
_I _L_I
_I _J
, 1 1 , 1
y__y.__,..__y.. _r _1 _I
I I I I _H _
LL 1Fl
-_T�
-_T�
-_l1I
-l1 -1 -T T -i -T -- -'l1I
I
8
_I__. _I_
I__...I._.__I __. .I _I _1 _1 _1
1
]
-I 1
� I -I -1 -� •1 __.,--1. .. _..._ 1 _F _1 I _I _I.. _I _4.. _. ..1
6:.__I___,_
I
I I I I I 1 I I I I I I I I 1 1 I
.____,__1__�__y__T__,__1__T__�__r___r___,___I___I___I__1__T__,__,__T__.
1 1
I I I I 1 I I I I I I ,
4
I
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I I
I I I I I 1 1
1
1 1 1 1 1
r__r__r__r__i

Rowan Summit - Salisbury, NC Type // 24-hr 25-year Rainfall=5.75"
Prepared by Microsoft Printed 12/30/2014
HydroCADO 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 14
Summary for Subcatchment 1S: Predevelopment
Runoff = 31.37 cfs @ 12.36 hrs, Volume= 3.744 af, Depth= 2.09"
Runoff by SCS TR-20 method. UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 25-year Rainfall=5.751
Area (ac) CN Description
12.920
55 Woods, Good, HSG B
8.610
77 Woods, Good, HSG D
21.530
64 Weighted Average
21.530
100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(f /sec)
(cfs)
23.7
100
0.0150
0.07
Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 3.30"
14.5
1,000
0.0530
1.15
Shallow Concentrated Flow,
Woodland Kv= 5.0 fos
38.2 1,100 Total
Subcatchment 1S: Predevelopment
Hydrograph
31.37 cfs I I I I I I I
-r _i -I -I -I -, -, -, -, -T -1 -T -T -T f
-y'--y'--ti--1----'--'- '--,T Type_II I1,24=hlr_
25?year; Rainfall=5:75"
1 - - " I Runoff Area-21:530 I
1111 I ac
Runoff;V61urne-13J44-af -
I I 1 I I I I
I I I I I I I I I I
I I I I I I I 1 1
--�--I� 1--I---I---I--,-- I-- 'I -
---- ---- --- --- uno a -II
I I I I
T T-`Tc=382 rrrin
- -
1 I I I I I I I I I 1 I I I I
1 1 1 1 1 1 1 1 1 1 1 1 1 ,
I I I I I I I I 1 I I I I 1 I I I I I I I I I
1
7__r__7__7_...7.._r__r__r
1 I I 1 1 I I I I I I I I I I I I
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 12
Time (hours)
— Runoff

Rowan Summit - Salisbury, NC
Prepared by Microsoft
Type // 24-hr 25-year Rainfall=5.75"
Printed 12/30/2014
Summary for Subcatchment 2S: Post Development to Pond
Runoff = 139.71 cfs @ 12.01 hrs, Volume= 8.181 af, Depth= 4.60"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 25-year Rainfall=5.75"
Area (ac) CN Description
9.610
98
Paved parking, HSG B
3.290
61
Grass cover, Good, HSG B
6.990
98
Future Paved parking, HSG B
1.440
61
Future Grass cover, Good, HSG B
21.330
90
Weighted Average
4.730
22.18% Pervious Area
16.600
77.82% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 2S: Post Development to Pond
Hydrograph
150] _______...
.__..___________i__1I _______._. __.._____.__.___ - I - - -_ __
I 139.71_ Cf5 ' ' ' I I I I I I I ' I' I T ' —Runoff
I
140
I I I I I I I I I I I I I I I I I I I I
130;._ + + r � r- ---'r I--;--- pe-11'124-hr-
I I I I I I I � I I I I I I I I I I I I I I
120, '
25;ye,ar; Rairifa11=5-75
i
110_.__r __r._r__�___i__-__-__-__r__r__r__r__r__r__r__I__-__-__-__.,__r__r__r__
I
I I :
_L__I___L Runoff_ rea- _
� ac._ I I I I I I I I I I I I I I II I I I
Runoff IVolume=8 181-af
e I I I I I I
Runo ept _
L ` — .
LL
70-. J ;-,T6=10.0_rnin_
I I I I I I I , I I I I I I
I I I , , I I I I
so — - L L - CN=90
I I I I I I I I I I I I I I I I
40- Y Y _Y _Y __r _- _I _I _I _I y _y _y _y
I I I I I I I I I I I I I I I I I I I i I I
30�I _ .... .......__ ___ r.... 1.... _. i.. _..-r—r- ....... i___I__
I I I I I
20
I II I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I
10 .__r __r._I___I___I__r__r__r__r__r__r__r__r____,__,__7__r__r__
01
I I I I
..
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
Time (hours)

Rowan Summit - Salisbury, NC
Prepared by Microsoft
Type 1124-hr 25-year Rainfall=5.75"
Printed 12/30/2014
Summary for Subcatchment 3S: Post Development By-pass
Runoff = 1.43 cfs @ 12.01 hrs, Volume= 0.092 af, Depth= 5.51"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 25-year Rainfall=5.75"
_ _A_rea_(ac) CN Description
0.200 98 Paved parking, HSG B
0.200 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 3S: Post Development By-pass
Hydrograph
I I I I I I I I I I I I I I I I I
1.43 cfs
I I I I I I I
Type W24-hr
I 1 I I I
25'year, Rainfall=5.75"
Runoff 'Area=0.200 ac
Ru.n6ff!V61u,me=;0.092 of
I I I I I I I 1 1 I I I I I I I I I
Runoff Depth=5.511"
I I I I I I I I I I I I I I I
TC=10.0 min
CN=98
Time (hours)
— RUnoff

Rowan Summit - Salisbury, NC Type 1124-hr 25-year Rainfall=5.75"
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 17
Summary for Pond 4P: Detention Pond
Inflow Area = 21.330 ac, 77.82% Impervious, Inflow Depth = 4.60" for 25-year event
Inflow = 139.71 cfs @ 12.01 hrs, Volume= 8.181 of
Outflow = 27.97 cfs @ 12.26
hrs, Volume= 8.176 af, Atten= 80%, Lag= 15.4 min
Primary = 27.97 cfs @ 12.26
hrs, Volume= 8.176 of
Routing by Stor-Ind
method, Time
Span= 0.00-120.00 hrs, dt= 0.05 hrs
Starting Elev= 745.00'
Surf.Area=
22,900 sf Storage= 120,295 cf
Peak Elev= 750.74' @ 12.26 hrs
Surf.Area= 38,068 sf Storage= 300,504 cf (180,209 cf above start)
Plug -Flow detention
time= 629.7
min calculated for 5.414 of (66% of inflow)
Center -of -Mass det.
time= 335.0 min ( 1,121.5 - 786.5 )
Volume Invert
Avail.Storage Storage Description
#1 736.00'
370,283 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
736.00
7,160
0 0
738.00
9,530
16,690 16,690
740.00
12,200
21,730 38,420
742.00
15,300
27,500 65,920
744.00
18,800
34,100 100,020
744.50
19,700
9,625 109,645
745.00
22,900
10,650 120,295
745.50
26,300
12,300 132,595
746.00
27,400
13,425 146,020
748.00
31,700
59,100 205,120
750.00
36,300
68,000 273,120
752.00
41,100
77,400 350,520
752.50
37,950
19,763 370,283
Device Routing
Invert
Outlet Devices
#1 Primary
744.50'
36.0" Round Culvert
L= 55.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 744.50' / 744.00' S= 0.0091 T Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 7.07 sf
#2 Device 1
750.75'
60.0" Horiz. Orifice/Grate C= 0.600
Limited to weir flow at low heads
#3 Device 1
745.00'
6.0" Vert. Orifice/Grate C= 0.600
#4 Device 1
747.50'
2.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#5 Primary
751.50'
Custom Weir/Orifice, Cv= 2.62 (C= 3.28)
Elev. (feet) 751.50 752.50
Width (feet) 14.00 22.00

Rowan Summit - Salisbury, NC Type // 24-hr 25-year Rainfall=5.75"
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 18
Primary OutFlow Max=27.94 cfs @12.26 hrs HW=750.73' (Free Discharge)
1=Culvert (Passes 27.94 cfs of 74.04 cfs potential flow)
2=Orifice/Grate ( Controls 0.00 cfs)
3=Orifice/Grate (Orifice Controls 2.21 cfs @ 11.27 fps)
=Sharp•Crested Rectangular Weir (Weir Controls 25.72 cfs @ 5.88 fps)
5=Custom Weir/Orifice ( Controls 0.00 cfs)
Pond 4P: Detention Pond
Hydrograph
150i
F
-_ - - �__- __ __I____
--I -_
-I -
1
139.71
I I I I I 1 1 I I 1 I I � I I 1 l
cfs
Inflow
140-._...
,..__I_.
-_ , I 1 I_, I 1 I
__I___I__.I---1__..__1 _._ _-1__-1__-I_ _.__1._.I___I___I___L. __
- _,__.�__.�__�_
—Primary
130
-------
1 I..
1 I
--;--;--+--+--�--�--Ir--Ir-;--Inflow-Area=21'13Wac--
_.
120
_ 1 _ I
_L _I
I I I 1 1
1__ I__ I __ __1 _ _ 1___I_ I. 1. 1 _ 1 1 1 1 I _
J J J _1 _1 L L _L _I 1 _J _J _a -1 _L _
1 1 1 1 1 1 1 1 1 1 1 Peak Elev=750_74'
110_.__r__,__-__�__�__T__r__r__r__r__r
111 __I__-__-_ r__T__r__r__r__r__r__1__-__-
100
-I I
_ _1
I
I I I I I I I I I I I 1 I
_ J-. I__1__L__L _L _1 _! J _-
1 1 1 1 1 1 1 1 torlage, 300;5�04.cf
go-
I. 1_ I_ _ 1.
I I I I I I I I I I I I I I
V
I
___T__T__r__r __i __i
I 1 I 1
3
1 I
1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 r 1
O
LL M 70-
I I
I I I I I I I I I I I I I 1 I I 1 I
I I I
60
I I
-I -I
I I I I I I I I 1 1 1 1 1
-I -1 -r -1 -T -r -r -r -I' I l l -7 -T -T 'r -- 'i
50*
I
I
I I I I I I I I I I I I I I
I 1 I I I I 1 I I I I I
40_.__I___,_
I I
I 1 I I I I I I I 1 I 1 I I I 1 I I
._I__y__y__.1__1__1.__r__r__I___I___I__y__1__-__1.__,.__r__I___I___I__y__-
I
27.97
cis 1 1 1 1 1
1 1
30
I
1
1 I
1 1 1 1 1 1
.. _1___I__�__r__I I I � 1" I"-1 I I T
1 1 1 1 1 1 I
20-.__L_J_
1 1
I
1 1 1 1 1 I 1 1 1 1 I 1 1 I I 1 1 I I 1
10:.-_r_____r__r__r__r__r__I__I__1__7__7__r__r__r__r__r
1
I
1 1 1 1 1 1 1 1 1 1 1 1
1 I I I I I 1 I 1 I I 1 I 1 I I I
0-
0 5 10
15 20 25 30 35 40 45 50 55 60 55 70 75 80 8 5 90 95 100 105 110 115 120
Time (hours)

Rowan Summit - Salisbury, NC Type 1124-hr 25-year Rainfall=5.7511
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 © 2014 Hydro CAD Software Solutions LLC Page 19
Summary for Link 5L: Total Post Development Runoff
Inflow Area = 21.530 ac, 78.03% Impervious, Inflow Depth = 4.61" for 25-year event
Inflow = 28.24 cfs @ 12.25 hrs, Volume= 8.267 of
Primary = 28.24 cfs @ 12.25 hrs, Volume= 8.267 at, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Link 5L: Total Post Development Runoff
Hydrograph
___ 28.24 cis
__---��,'�II�__.;,__
1 I I I 1 I I I I 1 I I I I I I I I I
__I___I_
I I I I I 1 I I I i I
--Inf1ow-Area=21'.530: ac -
I I I 1 I I I 1 I I I
111 1 1
I I I 1 � I — I I I I I I I I I I I I 1 1 1 1 I I
I I I I I I
I 1 I I I I I I I I I I I I I I I I I I
rr__r__
I
I I I 1 1 I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I 1 I I I I
_J _! _! _1 _1 1 ! i I 1
I 1 I I 1 I I I I I I i I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I
I I 1 I I 1 I I I 1 I I I I I I I I I I I I I
I__ I__I__I __I __I___I___I___I___I___I___I__ I__
I I 1 I I I I I I 1 I I I I I I
I I I I I I I I I I I I 1 I I I I I I I I I
I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I
I I I I 1 I I I I I I I I I 1 I
I I I I I I I I I I I I I I I I I 1 I
0 5 10 15 90 95 AO 35 d0 d5 50 55 ft0 RR ]0 ]5 RO 0.5 QO OS 100 10S 110 115 1
Time (hours)
Inflow
Primary

Rowan Summit - Salisbury, NC Type // 24-hr 100-year Rainfall= 7.20 "
Prepared by Microsoft Printed 12/30/2014
HydroCAD@ 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 20
Summary for Subcatchment 1S: Predevelopment
Runoff = 48.93 cfs @ 12.36 hrs, Volume= 5.659 af, Depth= 3.15"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-year Rainfall=7.20"
Area (ac) CN
12.920
55 Woods, Good, HSG B
8.610
77 Woods, Good, HSG D
21.530
64 Weighted Average
21.530
100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(f /ft)
(f /sec)
(cfs)
23.7
100
0.0150
0.07
Sheet Flow,
Woods: Light underbrush n= 0.400 P2= 3.30"
14.5
1,000
0.0530
1.15
Shallow Concentrated Flow,
Woodland Kv= 5.0 fos
38.2 1,100 Total
Subcatchment 1S: Predevelopment
Hydrograph
Y---+-- T--�--*—T-- --
_.__L 48.93 cfs
1 1
I I �__}--- I__r__-I__r__T__T__T__r__T __ r
_J _J _J _� _� _l _L _1 L
1 1 1 1 1 1 1 1 1 1 1 1 1-Typeil,24-h 1 1 1 1 r-
-100 year; Rainfall=�7:20,"-
I I I
Runoff-Area=21.530 ac--
==Runo_ff_TVolume=5;659=af_-
I I 1 I I 1 1 1
-I I -I -I ; 'l -1 - I -1 T
1 1 1 1 , 1
---I--_, gt
------ Len h-
-I -1 1 -
I I _
_-I--J--J-- �- ---J -- I- 1 1--L c-. :min --
I
I1- ----I--------J---'--J--J--J--J--J--J--1--1--1--L--L----CN-64--
I IIIIIIIII ,
_J__J__J__J__1__J__1__1__1__L__L__L__L__L__i
I I I I I 1 I I I I I I
-I -Y -I -I
IJ__J__J_....I.._J__J__.I__..L__.1__L...
0 5 1n 15 90 25 30 3S 40 45 50 55 80 85 70 75 80 85 90 95 100 105 110 115 1:
Time (hours)
— Runoff

Rowan Summit - Salisbury, NC Type 1l 24-hr 100-year Rainfall= 7.20 "
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 21
Summary for Subcatchment 2S: Post Development to Pond
Runoff = 179.76 cfs @ 12.01 hrs, Volume= 10.699 af, Depth= 6.02"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-year Rainfall=7.20"
Area (ac) CN Description
9.610
98
Paved parking, HSG B
3.290
61
Grass cover, Good, HSG B
6.990
98
Future Paved parking, HSG B
1.440
61
Future Grass cover. Good. HSG B
21.330 90 Weighted Average
4.730 22.18% Pervious Area
16.600 77.82% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (f /ft) (f /sec) (cfs)
10.0 Direct Entry,
Subcatchment 2S: Post Development to Pond
Hydrograph
200
-
I 179.76
- -1---- .
I 1 1 1 1 1 1 1 1 1 1 1 1 1 1
cis 1 I I I I I I I I I 1 I I I I I I I I
170-
I
I I I I
Type-11; 24=h r -
50-
-- -
------ -- ----- --=-- -- -- -- -1.00-year- Rainfall=720"-
140 `
I I I I
;
1 1 1 1 1 Runoff-Area=21.330-ac
20.
--II
I I ; a � -, --, -Runoff-Volume=10.699 of
1 110
I ---I_
. 1_ _1
II
I I-
' 'Runof;.Depth=6 02
o ,00_
J, 1
go-
80_I
_
70
I
- J J J CN=90 -
60
I
I I
I I I I I 1 I I I r
50
1 1 1 I I I I
40
I I
I I I I I I I I
I I I I I 1 I I I I I I I
30
I
I I I I I I I I I
20
_L__I_
I I I I I I I I
16
_ _ _
I I I I I I I I I I I I I I I I I
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
Time (hours)

Rowan Summit - Salisbury, NC Type // 24-hr 100-year Rainfall= 7.20 "
Prepared by Microsoft Printed 12/30/2014
HydroCAD® 10.00-12 s/n 07981 ©2014 HydroCAD Software Solutions LLC Page 22
Summary for Subcatchment 3S: Post Development By-pass
Runoff = 1.79 cfs @ 12.01 hrs, Volume= 0.116 af, Depth= 6.96"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-year Rainfall=7.20"
Area (ac) CN Description
0.200 98 Paved parking, HSG B
0.200 100.00% Impervious Area
Tc Length
Description
10.0 Direct Entry,
Subcatchment 3S: Post Development By-pass
Hydrograph
I I I I I I I I I I I I I I I I I 1 I I
1
1.79 cfs
1 I I I 1 I I I I I 1 I
Type 11I:24-hr
I I I I I I I I I I I I i I I I I
I I I I I I I I I I I I
100=year; Rainfall=7.20;"
I
RunoffArea=0.200 ac
I I I I 1 I I ,
Rdnoff;V61dme=;0.116 of
I I I I I
I I I I I I I I i I I I I I I I I
1 1 1 1 1 1 1 1 16=10:0 min
I I 1 I I I 1 I I I
I 1 I I I 1 I 1
CN=98
I I I I I I I I I I I I I I
�I II�II��I II I�
I II III II
n 5 in 15 9n 95 3n 35 40 45 5n 5 Qn 45 'Inn 165 itn 115 ii
Time (hours)
— Runoff

Rowan Summit - Salisbury, NC Type 1124-hr 100-year Rainfall=7.20"
Prepared by Microsoft Printed 12/30/2014
HydroCAD@ 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 23
Summary for Pond 4P: Detention Pond
Inflow Area = 21.330 ac, 77.82% Impervious, Inflow Depth = 6.02" for 100-year event
Inflow = 179.76 cfs @ 12.01 hrs, Volume= 10.699 of
Outflow = 78.60 cfs @ 12.16 hrs, Volume= 10.694 af, Atten= 56%, Lag= 9.0 min
Primary = 78.60 cfs @ 12.16 hrs, Volume= 10.694 of
Routing by Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Starting Elev= 745.00' Surf.Area= 22,900 sf Storage= 120,295 cf
Peak Elev= 751.62' @ 12.16 hrs Surf.Area= 40,186 sf Storage= 335,041 cf (214,746 cf above start)
Plug -Flow detention time= 488.0 min calculated for 7.932 of (74% of inflow)
Center -of -Mass det. time= 277.6 min ( 1,056.9 - 779.3 )
Volume Invert Avail.Storage Storage Description
#1 736.00' 370,283 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
736.00 7,160 0 0
738.00 9,530 16,690 16,690
740.00 12,200 21,730 38,420
742.00 15,300 27,500 65,920
744.00 18,800 34,100 100,020
744.50 19,700 9,625 109,645
745.00 22,900 10.650 120,295
745.50 26,300 12,300 132,595
746.00 27,400 13.425 146,020
748.00 31,700 59,100 205,120
750.00 36,300 68,000 273,120
752.00 41,100 77,400 350,520
752.50 37,950 19,763 370,283
Device _ Routing Invert Outlet Devices
#1 Primary 744.50' 36.0" Round Culvert
L= 55.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 744.50' / 744.00' S= 0.0091 T Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 7.07 sf
#2 Device 1 750.75' 60.0" Horiz. Orifice/Grate C= 0.600
Limited to weir flow at low heads
#3 Device 1 745.00' 6.0" Vert. Orifice/Grate C= 0.600
#4 Device 1 747.50' 2.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#5 Primary 751.50' Custom Weir/Orifice, Cv= 2.62 (C= 3.28)
Elev. (feet) 751.50 752.50
Width (feet) 14.00 22.00

Rowan Summit - Salisbury, NC
Type/1 24-hr 100-year Rainfall= 7.20 "
Prepared by Microsoft Printed 12/30/2014
HydroCAD010.00-12 s/n 07981 @ 2014 Hydro CAD Software Solutions LLC Page 24
Primary OutFlow Max=77.03 cfs @ 12.16 hrs HW=751.61' (Free Discharge)
Culvert (Passes 75.34 cfs of 80.60 cfs potential flow)
E32=Orifice/Grate (Weir Controls 40.87 cfs @ 3.03 fps)
=Orifice/Grate (Orifice Controls 2.38 cfs @ 12.14 fps)
=Sharp -Crested Rectangular Weir (Weir Controls 32.09 cfs @ 6.63 fps)
=Custom Weir/Orifice (Weir Controls 1.68 cfs @ 1.07 fps)
Pond 4P: Detention Pond
Hydrograph
200
190
1
- 179.76
1 1
- 1 _ _ _
cfs y__a �__ _ _ _I__, , ,.- I o---1
_ In0ow
180.-__a
1 I 1 1
... F L_... -L.... I---
— Primary
,70
III......Inflow Area=211':330.111-ac_.
50
1
-Peak Elev----
140
--~--I-�J
I I 1751:62'
J--'--'--`--`--`--`--I---I---I--J--J--'-----`---`--I---I---I---�---
130
1 l
-; .Storage=3:35,0;41 cf
� 1
.F
I 1 1 I
.V-
I I I I 1 I I I I I I
100
I
_,
90.-
_ L
LL
I 78.60
I I I I I I I I 1
cfs 1 1 1
80
70-
I I
I I I I I I I I I I I I I
_
__III
IL
1I _LI _LI
IL_L11
60
L L _L _
I I I I I ! I
I I I I I
50
I
I I l I I I l I I I l I
l l
40
_I _J_
J _J _J _J _1 L _L _L__L _I .l J 1 _1 _L _L L
I I
1 I 1 1
l 1 1 1 1
3O
_L I
1
J _ I _J _1 _L. _L _L _L _I _I _J _J _J _J _I _L _L
I I I I I I I
I I-
20
_L_J_
1
J__JJt1LLLII�J __J __J __ I __ I __L __I___I__ I__J___
1 I I I I
10
J L _I _I _J _J
I I I I I I I I I 1 I I I I I I I I I
0
0 5 10
15 20 25 30 35 40 45 50 55 60 65 70 75 80 8590 95 100 105 1,0 115 120
Time (hours)

Rowan Summit - Salisbury, NC Type 1124-hr 100-year Rainfall=7.20"
Prepared by Microsoft Printed 12/30/2014
HydroCAD@ 10.00-12 s/n 07981 @ 2014 HydroCAD Software Solutions LLC Page 25
Summary for Link 5L: Total Post Development Runoff
Inflow Area = 21.530 ac, 78.03% Impervious, Inflow Depth = 6.02" for 100-year event
Inflow = 79.30 cfs @ 12.16 hrs, Volume= 10.810 of
Primary = 79.30 cfs @ 12.16 hrs, Volume= 10.810 af, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span= 0.00-120.00 hrs, dt= 0.05 hrs
Link 5L: Total Post Development Runoff
Hydrograph
79.30 ofs__i __I__ '__ I__
.__F__
I 1 1 I
1 I 1 I
Inflow Area-_
21:530 ac
1 I I
_I _ _ _ I _ _
I I I I I I I I I I I I I I I I I I I I
I I I I I I I I 1 I I I I I
I I I
I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I
I 1 I I I I I 1 I I I I I I I I
_I___I___I__ I__ I__I__I__1__ I__1
1
I I I I I 1 I I I 1 I I I I I I I I I
-T -T -T -i -t -!' -!' -I I I I l 'I ', -T T
I I I I I I I I I 1 I I I I I I I I I
I I I I I I I I I~ I I I 1 I 1 I I I 1 I I I I
I I I
I I I I 1 I I I I I I I I I
_r__r__r__r__r__�
I 1 I I I I I I 1 I I I 1 I I I I I I
I I I I 1 1 I 1 I 1 1 I I I
1 I I 1 I I
I 1 1 I I 1II 11 I I I_ _ I_ I__
..............................1 -I -1 -I -1 -1 -1 -1 -T
-a -J _� _y__T__T__4 IF_ I I I 1 I 1 I I I I
�- _I I 1 _I _J _J _y _� _♦
I I I 1 I , I I I I I I 1 I I I I 1 1 I I I
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 1
Time (hours)
— Inflow
— Primary

APPENDIX C:
Hydraulic Analysis for Storm System
STORMWATER MANAGEMENT REPORT
BERRY ENGINEERS, LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

Sb S.w 10.30

Storm Sewer Tabulation
Page 1
Station
Len
Dmg Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Wei -
Pipe
Invert Elev
HGL Elev
Gmd I Rim Elev,
Line ID
cceR
full
Line
To
Incr Total
Incr Total
Inlet Syst
Size
Slope
Dn
Up
Do
Up
Dn
Up
Line
(ft)
(ac) (ac)
(C)
(min) (min)
(in/hr)
(cfs)
(cfs)
(Ns)
on)
(%)
(R)
(R)
(R)
M
(R)
M
1
End
85.000
0.00
18.78
0.30
0.00
16.14
5.0
12.5 -
5.8
94.06
269.9
7.49
48
3.53
737 000
740.00
746.00
746.36
0.00
752.50
A7
2
1
77.000
0.16
18.78
0.90
0.14
16A4
5.0
12.3
5.9
94.56
366.0
8.53
48
6.49
742.00
747.00
747.12
749.95
752.50
766.60
A6
3
2
96.000
0.00
3.71
0.90
0.00
3.34
5.0
7.1
7.1
23.60
29.60
6.69
30
0.52
760.10
760.60
761.79
762.29
766.60
768.10
A5
4
3
91.000
0.77
3.71
0.90
0.69
3.34
5.0
6.8
7.2
23.92
28.84
5.21
30
0.49
760.60
761.05
762.94
763.16
768.10
767.25
A4
5
4
112.000
0.76
2.94
0.90
0.68
2.65
5.0
6.5
7.3
19.20
22.42
6.97
24
0.98
761.55
762.65
763.26
764.22
767.25
769.50
A3
6
5
206.000
1.22
2.18
0.90
1.10
1.96
5.0
5.7
7.5
14.70
16.15
5.08
24
0.51
762.65
763.70
764.58
765.31
769.50
769.40
A2
7
6
162.000
0.96
0.96
0.90
0.86
0.86
5.0
5.0
7.7
6.69
7.38
4.65
18
0.49
764.20
765.00
765.37
766.11
769.40
769.50
At
8
2
62.000
0.00
14.91
0.90
0.00
12.66
5.0
12.2
5.9
74.47
98.97
10.32
42
0.97
757.20
757.80
759.47
760.50
766.60
767.55
A38
9
8
182.000
1.40
14.91
0.90
1.26
12.66
5.0
11.8
6.0
75.37
100.1
9.44
42
0.99
757.80
759.60
760.50
762.32
767.55
766.50
A37
10
9
205.000
1.37
1.37
0.80
1.10
1.10
5.0
5.0
7.7
8.48
16.19
4.06
24
0.51
760.60
761.65
762.32
762.69
766.50
770.00
A36
11
9
138.000
0.26
12.14
0.90
0.23
10.31
5.0
11.5
&0
62.02
101.3
8.15
42
1.01
759.60
761.00
762.32
763.47
766.50
768.50
A35
12
11
215.000
1.46
1.46
0.80
1.17
1.17
5.0
5.0
7.7
9.04
15.43
2.88
24
0.47
762.00
763.00
765.63
765.97
768.50
769.00
A34
13
11
64.000
0.45
10.42
0.90
0.41
8.90
5.0
11.4
6.0
53.82
67.21
7.61
36
1.02
761.50
762.15
765.63
766.05
768.50
768.50
A27
14
13
64.000
0.46
9.97
0.90
0.41
8.50
5.0
11.2
6.1
51.60
45.66
7.30
36
0.47
762.15
762.45
766.18
766.57
768.50
768.50
A26
15
14
64.000
0.39
9.51
0.90
0.35
8.08
5.0
11.1
6.1
49.32
45.66
6.98
36
0.47
762.45
762.75
766.69
767.04
768.50
768.50
A25
16
15
64.000
0.94
9.12
0.90
0.85
7.73
5.0
10.9
6.1
47.41
49.32
6.71
36
0.55
762.75
763.10
767.16
767.48
768.50
768.50
A24
17
16
129.000
0.44
8.18
0.90
0.40
6.89
5.0
10.6
6.2
42.69
47.34
6.04
36
0.50
763.10
763.75
767.58
768.11
768.50
770.50
A23
18
17
80.000
0.39
3.64
0.90
0.35
3.00
5.0
10.4
6.2
18.70
15.99
5.95
24
0.50
764.25
764.65
768.68
769.23
770.50
770.50
A22
19
18
125.000
1.27
3.25
0.80
1.02
265
5.0
10.1
6.3
16.71
15.67
5.32
24
0.48
764.65
765.25
769.31
769.99
770.50
772.00
A21
20
19
10.000
1.52
1.98
0.80
1.22
1.63
5.0
9.8
6.4
10.39
20.15
5.88
18
3.68
765.75
769.80
770.42
771.50
772.00
777.00
A20
21
20
60.000
0.33
0.46
0.90
0.30
0.41
5.0
9.2
6.5
2.69
14.85
1.95
16
2.00
769.80
771.00
771.91
771.92
777.00
777.00
A19
22
21
30.000
0.13
0.13
0.90
0.12
0.12
5.0
5.0
7.7
0.91
13.03
1.79
18
1.54
771.00
773.00
771.97
773.35
777.00
781.30
A18
Project File: 2015-0i-02_Rowan Summft.stm
Number of IUies: 32
Run Date: 1/1212015
NOTES:Intensity = 60.86 / (Inlet time . 11.10) " 0.74 ; Return period =Yrs. 25 c = cir e = ellip b = box
Sm Sewers N0.30

Storm Sewer Tabulation
Pagg 2
Station
Len
Dmg Area
RnoR
Area x C
Tc
Rain
Total
Cap
Well
Pipe
Invert Elev
HGL Elev
Gmd I Rim Elev,
Line ID
Incr Total
coeR
Incr Total
Inlet Syst
(I)
flow
full
Line
Size
Slope
Dn
Up
Dn
Up
Dn
Up
FLne
(it)
(ac) (ac)
(C)
(min) (min)
(inlhr)
(cfs)
(cfs)
(fl
Qn)
M
(it)
(it)
(R)
(it)
(it)
(it)
23
17
85.000
0.14
4.10
0.90
0.13
3.49
5.0
9.4
6.5
22.61
29.84
4.61
30
0.53
764.25
764.70
768.68
768.94
770.50
771.65
A17
24
23
28.000
0.29
3.96
0.90
0.26
3.37
5.0
9.3
6.5
21.87
30.01
4.46
30
0.54
764.70
764.85
768.99
769.07
771.65
771.65
A16
25
24
30.000
0.16
0.52
0.90
0.14
0.47
5.0
9.0
6.6
3.07
45.57
2.89
18
18.83
765.85
771.50
769.35
772.17
771.65
780.00
A15
26
25
130.000
0.11
0.36
0.90
0.10
0.32
5.0
7.5
7.0
2.26
14.85
3.33
18
2.00
771.50
774.10
772.17
774.67
780.00
780.80
A14
27
24
63.000
0.35
3.15
0.90
0.32
2.64
5.0
5.8
7.5
19.72
19.12
6.28
24
0.71
765.35
765.80
769.35
769.83
771.65
772.60
A13
28
27
42.000
0.15
2.80
0.90
0.14
232
5.0
5.7
7.5
17.46
15.61
5.56
24
0.48
765.80
766.00
770.14
770.39
772.60
772.70
Al2
29
28
86.000
1.96
2.65
0.80
1.57
2.19
5.0
5.4
7.6
16.65
16.36
5.30
24
0.52
766.00
766.45
770.46
770.93
772.70
777.00
All
30
29
28.000
0.12
0.69
0.90
0.11
0.62
5.0
5.2
7.7
4.76
7.69
2.69
18
0.54
766.95
767.10
771.36
771.42
777.00
771.25
A10
31
30
28.000
0.57
0.57
0.90
0.51
0.51
5.0
5.0
7.7
3.97
7.69
2.25
18
0.54
767.10
767.25
771.44
771.48
771.25
771.25
A9
32
26
45.000
0.25
0.25
0.90
0.23
0.23
5.0
5.0
7.7
1.74
14.85
3.13
18
2.00
774.10
777.00
774.67
T77.50
780.80
781.00
Pro)ed File: 2015-01-02_Rowan Summit.stm
Number of lines: 32
Run Date: 1/1212015
NOTES:Intensity = 60.861(Inlet time - 11.10) " 0.74 Return period =Yrs. 25 c = dr e = ellip b = box
s Sw, 00.30

1. INTRODUCTION
This project consists of constructing a new shopping center located along Julianc%,ad in Rowan
County, NC. The site parcel is 26.30 acres and is under the jurisdiction of Rowa%',i-t�nty and
NCDENR. This report, in conjunction with the construction plans, is meant to dem6Et ntp that
the design is consistent with the rules and regulation of this jurisdiction.
)^9R
2. EXISTING CONDITIONS
2.1 Site Characteristics
Currently the site is undeveloped and mostly wooded. The site sheet drains west to aV*,,
unnamed tributary to Town Creek. There is approximately 0.16 acres of wetlands on the
property as well as two streams, however, they will not be impacted as a result of the
development.
2.2 Soil Information
The soil map in Appendix A of the stormwater report depicts the various soil types found on site.
The soils around the subject site are noted as Appling sandy loam and Cecil sandy clay loam in
hydrologic soil group B (60% of developed area) and Helena sandy loam in hydrologic soil
group D (40% of developed area).
2.3 Hydrology
The total drainage area used for stormwater calculations is 21.80 acres (4.50 acres of
undeveloped area is omitted). Using a curve number of 55 for good wooded areas in hydrologic
soil group B, and 77 for good wooded areas in hydrologic soil group D, the weighed curve
number for the site is 64. TR-55 method was used to calculate a time of concentration of 38
minutes. The predevelopment flow rates for the site are listed below:
1-year, 24 hour storm: 3.6 cfs
10-year, 24 hour storm: 21.7 cfs
25-year, 24 hour storm: 31.8 cfs
100-year, 24 hour storm: 49.5 cfs
The hydrographs are provided in Appendix B of the stormwater report.
2.4 Floodplains & Floodways
Floodplain information was compiled from Federal Emergency Management Agency (FEMA)
Flood Insurance Rate Map (FIRM) number 3710565800J effective June 16, 2009. Based on
these maps, the site is not in a designated floodplain. RECEIVED
NUV p 41014
DENR-LAND QUALITY
STORMWATER PERMP TING
STORMWA TER MANAGEMENT REPORT
BERRY ENGINEERS, LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL, 423-790-5880

3. PROPOSED STORMWATER MANAGEMENT SYSTEM
3.1 Design Conditions
The 26.30 acre site will be initially developed with a 151,500 S.F. shopping center and
associated parking area with 4.30 acres reserved for future development. The development is
designed for 13.00 acres of impervious area (of which 0.10 acres bypasses the pond at the
driveways), 4.05 acres of grassed area (of which 2.20 acres bypasses the pond around the
perimeter of the site), and 4.50 acres of undisturbed area which will not drain to the detention
pond (excluded from the calculations). A future roadway extension, with 0.45 acres of
impervious area (of which 0.10 acres will bypass the pond) is also planned for. The future
development parcels are designed for an additional 3.50 acres of impervious area and 0.80
acres of grassed area. A curve number of 98 was used for the impervious area, 61 for the
grassed areas in HSG B, 80 for the grassed areas in HSG D, and 77 for the wooded
undeveloped areas (HSG D). The weighted curve number for the developed portion of the site
draining to the detention pond is 93 and the weighted curve number for the bypass area is 79.
The time of concentration is 10 minutes for the developed site.
Runoff from the development is conveyed through a storm sewer system and discharge into a
wet detention pond to meet the NCDENR water quality requirements and peak discharge
requirements. The wet detention pond has 3:1 side slopes, a forebay$ at the pond inlet, and a
10' vegetated shelf around the normal water elevation. The permanent pool elevation is 745.00,
the bottom of the pond is 736.00, and the top of bank is 752.50.
Exhibit B of the stormwater report depicts the development area and the below table provides a
summary of the areas.
Land Use Area
Developed
Parcels
Future Development Parcel
Proposed Impervious (to pond)
12.90 acres
0 acres
Proposed Pervious (to pond)
1.85 acres
n/a
Future Impervious (to pond)
0.35 acres
3.50 acres
Future Impervious (bypasses pond)
0.10 acres
0 acres
Future Pervious (to pond)
n/a
0.80 acres
Proposed Impervious (bypasses pond)
0.10 acres
0 acres
Proposed Pervious (bypasses pond)
2.20 acres
0 acres
Undeveloped (bypasses pond)
4.50 acres
n/a
Total
22.00 acres
4.30 acres
3.2 Stormwater Treatment
The NCDENR requires stormwater to be treated with a system that provides at least 85% TSS
removal. A wet detention pond will provide this removal rate if it is designed in accordance with
the NCDENR Stormwater BMP manual. The achieve 85% TTS removal efficiency, the
permanent pool must be sized in accordance with Table 10-1 of the BMP manual. The total
drainage area for the pond is about 19.40 acres (86% impervious) and the average Permanent
STORMWA TER MANAGEMENT REPORT
BERRY ENGINEERS, LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

Pool Depth is 6.1 feet. From Table 10-1, the required surface area to drainage area ratio is
2.22% and the provided ratio is 2.36%.
NCDENR requires new developments to provide treatment for the first one inch of runoff by
providing a drawdown of the volume between 48-120 hours. Using the equation in section 3.3.1
of the BMP Manual, the required treatment volume is 58,000 cubic feet. The provided treatment
volume between elevations 745.00 and 747.50 is 60,800 cubic feet.
3.3 Post Development Peak Discharges
Rowan County requires the post development discharge rates to be at or below the existing
predevelopment discharge rates for the 1-year and 10-year, 24 hour storm events. An outlet
control device was placed at the detention pond to control the peak discharge from the site.
The 25-year and 100-year storms were also checked.
A hydrologic analysis was performed to demonstrate that post development flows from the site
are less the predevelopment flows. The hydrographs for the proposed conditions are attached
in Appendix B of the stormwater report, and the results are listed below:
1-year, 24 hour storm: 5.6 cfs' (Pond elevation = 748.6')
10-year, 24 hour storm: 20.5 cfs (Pond elevation = 750.5')
25-year, 24 hour storm: 30.5 cfs (Pond elevation = 751.4')
100-year, 24 hour storm: 100 cfs (Pond elevation = 752.0')
'The post development flow for the 1-year storm exceeds the predevelopment flow rate, but this
is only due to the 2.2 acres of pervious bypass area and the 0.1 acres of impervious bypass that
occurs at the driveways. The flow rate leaving the detention pond is 1.9 cfs during the one-year
storm.
3.4 Operation & Maintenance
The pond is designed with an extra one foot of depth to allow for sediment accumulation. This
sediment shall be removed once it reaches elevation 736.0. It is anticipated that the forebay will
need sediment removal more often than the main pond area. Since the pond is shared between
multiple property owners, an operation and maintenance agreement will be established between
all parties. The maintenance required includes but is not limited to mowing, clearing debris from
inlets, trash pickup, erosion inspections, stabilization of the side slopes and vegetated shelf, and
monitoring the offsite discharge points.
STORMWATER MANAGEMENT REPORT
BERRY ENGINEERS, LLC 3555 KEITH ST NW, SUITE 109, CLEVELAND, TN 37312 TEL. [phone]

M
d'
-
RECEIVED "'
M
NOV 0 4 2014
C
DENR-LAND QUALITY
M
STORMWATER PERMITTING

INCUMBENCY CERTIFICATE FOR HUTTON GROWTH SALISBURY, LLC
I; Catherine N. Long, Secretary of HUTTON GROWTH SALISBURY, LLC (the
"LLC"), a North Carolina limited liability company„ do hereby certify as follows, as of the date
set forth below:
1. The following persons are the duly elected and qualified officers of the LLC and
they hold the offices and title set forth opposite their names below.
NAME OFFICE
Karen J. Hutton -Chief Executive Officer
Geoff Smith - President
Oliver Perdomo - Executive Vice President
George:Alexandris- VicePiesident— Development
Catherine N. Long -General Counsel and Secretary
2. The LLC is a North Carolina limited liability company.
3. The LLC is member -managed. There is no separate board of directors or
independent set of managers.
IN WITNESS WHEREOF,'1 have hereunto set my hand and delivered this Certificate
as of this 3 day of October, 2014.
l
Catherine N. Long, Secretary
662 65 3.1

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see.: Y - tar Jae 14 IN Ox
m 91E21 1 OF 2

Cots/
High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
1, Geor a Alexandris acknowledge, affirm and agree by my signature below, that I will
cause the o lowing deed restrictions and covenants to be recorded prior to the sale of any lot within the
project known as Rowan Summit Shopping Center
3.
4.
5.
6.
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number S 1J31 d as issued by the Division of Water Quality
under the Stormwater Management Regulations.
The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
These covenants are to run with the land and be binding on all persons and parties claiming
under them.
.Ykr
The covenants pertaining to stormwater may not be altered or rescinded witCi the e�cpress
written consent of the State of North Carolina, Division of Water Quality.
Alteration of the drainage as shown on the approved plan may not take plaq�yyith0 ,
concurrence of the Division of Water Quality. uG 1
,y�^^
The maximum allowable built -upon area per lot is as defined below: Hy`''. ,;, ?Q/s
Lot Area
IIIM
Lot q
(Acres)
BUA (S.F.)
BUA (Acres)
1
1.97
64,350
1.48
2
1.81
59,150
1.36
3
1.33
52,100
1.20
4
1.02
40,200
0.92
5
1.32
51,950
1.19
6, 7, 8
18.85
470,500
10.80
Total
26.30
738,250
16.95
RECEIVED
NOV 0 4 2014
DENR-LAND QUALITY
STORMWATER PERMITTING
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter sweles to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2

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High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
Signatu
a Notary Public in the
State of Tlrtnt� a County of
do hereby certify that _ (!$F rijk. W )e Va N 9x,5 personally appeared
before me this the POr day of Q jMjA r 20_L�_, and acknowledge
the due xecution of the goi g instrume i• Witness my hand and official seal,
SEAL
IV
at e mission expires IR).^ « .��t�,Gk-ASCOQ
v gTATE
pvssEE
T NOTARY
PUB,
TON
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2

LETTER OF TRANSMITTAL
BERRY
ENGINEERS 1 LC:
3555 KEITH ST NW, SUITE 109
CLEVELAND, TN 37312
TEL: [phone]
TO: DEMLR
512 N. Salisbury St.
91h Floor
Raleigh, NC 27604
919-807-6369
WE ARE SENDING:
X ATTACHED ❑ UNDER SEPARATE COVER X OVERNIGHT ❑ HAND DELIVER
DATE: 10/10/14 1 JOB NO: 14005
ATTENTION: -Bill Diuguid
RE: Rowan Summit Shopping Center
❑ SHOP DRAWINGS ❑ PRINTS ❑ ADDENDUM ❑ DISKETTES ❑ OTHER
❑ COPY OF LETTER X PLANS ❑ CHANGE REQUEST ❑ SPECIFICATIONS
COPIES
DATE
REVISED
SHEET NO
DESCRIPTION
1
Stormwater Management Permit Application Form
2
Deed restrictions & Protective Covenants Form
1
Sale Agreement
1
O & M Agreement
1
Permit Application Processing Fee
1
Narrative
1
USGS Ma
1
Stormwater Report
2
Rowan Summit Shopping Center Plans
1
Geotechnical Report
1
Copy Deed
1
LLC Documentation
THESE ARE TRANSMITTED as checked below:
0 FOR APPROVAL
❑ FOR YOUR USE
❑ AS REQUESTED
REMARKS:
D FOR REVIEW AND COMMENT D RETURNED FOR CORRECTIONS
❑ APPROVED AS SUBMITTED
❑ APPROVED AS NOTED
❑ RESUBMIT FOR APPROVAL
X OTHER
RECEIVED
NOV p 4 2014
DENR-LAND QUALITY
STORMWATER PERMITTING
We are submitting a copy of the Stormwater Management Permit application. We will submit to you the
original signatures as soon as we have them in hand.
Copy To: Signed: Per Derr-
rA

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1 :a;..

PURCHASE AND SALE AGREEMENT
THIS PURCHASE AND SALE AGREEMENT ("Agreement") is made as of April
L 2013 by and between ROWAN COUNTY, NORTH .CAROLINA, a body politic
("Seller"); and HUTTON GROWTH ONE, LLC, a Tennessee limited liability company
("Purchaser'). The "Effective Date" is the date on which this Agreement has been executed by
both Seller and Purchaser.
In consideration of the mutual promises contained herein, Seller and Purchaser agree as
follows:
I. Sale of Property. Seller agrees to sell to Purchaser, and Purchaser agrees to bury
from Seller, the following property (collectively, the "Property :
1.1. The fee simple interest in certain real property consisting of up to
approximately 54.42 acres of land ("Land") depicted on Exhibit A attached hereto and located in
Rowan County, North Carolina, together with all rights, privileges, servitudes and appurtenances
thereunto belonging or appertaining, including all right, title and interest of Seller, if any, in and
to the streets, alleys and rights -of --way adjacent to the Land (collectively, all of the foregoing are
referred to as the "Real Property");
1.2. All equipment and other tangible personal property, if any, owned by
Seller and located, placed or installed on or about the Real Property or used as part of or in
connection with the Real Property or for the operation thereof ("Personal Property"); and
1.3. All right, title and interest of Seller in and to (i) all governmental permits,
licenses, certificates and authorizations relating to the Real Property, (ii) all site plans, surveys,
geotechnical studies, as -built drawings, plans and specifications, engineering plans and studies,
environmental assessment reports and surveys, and other plans and studies of any kind or nature
relating to the Real Property and in Seller's possession and control, and (iii) all other rights,
privileges and appurtenances owned by Seller and related to the operation or development of the
Real Property.
Purchaser may elect to acquire less than all of the Land, provided that the amount and
configuration of the portion of the Land acquired by Purchaser shall be subject to Seller's
approval, not to be unreasonably withheld, conditioned or delayed.
2. Purchase Price, Earnest Money and Independent Consideration. Purchaser
shall pay to. Seller, as consideration for the purchase of the Property, Forty Thousand and
xx/100ths Dollars ($40,000.00) per acre (with the acreage of the Land to be determined by the
Survey obtained pursuant to Section 4.1 below).
2.1. The purchase price shall be payable in good funds at "Closing" (defined in
Paragraph 8). The cash Seller shall receive at Closing shall be adjusted to reflect prorations and
other adjustments, provided for herein.
2.2. The earnest money of $55,000.00 shall be deposited within 5 business
days after the Effective Date in an interest -bearing account with Stewart Title Guaranty
.Company, Attn: Regina Fiegel, 5939 Carnegie Blvd., #301, Charlotte, NC 28209 ("Title
Company'); the earnest money, together with all interest thereon (together, the "Earnest
Money") shall be applied to the purchase price at Closing.
Hutton Group Pur6ase'Agreemcnt Summit Crossing 03 12 13 CLEAN

2.3. Contemporaneously with the execution of this Agreement, Purchaser shall
deliver to Seller a check in the amount of One Hundred Dollars ($100.00) (the "Independent
Contract Consideration"), which amount the parties bargained for and agreed to as consideration
for the execution, delivery and performance of this Agreement. The Independent Contract
Consideration shall be in addition to and independent of any other consideration or payment
provided for in this Agreement, shall be non-refundable, shall not be applied as a credit against
the purchase price at Closing and shall be retained by Seller notwithstanding any other provision
of this Agreement.
3. Feasibility Period.
3.1. Feasibility Period. Purchaser shall have the period commencing on the
Effective Date and ending on the one-year anniversary of the Effective Date ("Feasibility
Period") to investigate the Property and all matters relevant to its acquisition, development,
leasing, usage, operation and/or marketability. Such right of investigation shall include, without
limitation, the right to perform, at Purchaser's expense, any testing, studies or inspections of the
Property as Purchaser deems necessary. Purchaser shall indemnify, defend, and hold Seller
harmless from and against any claims, expenses, damages and liabilities, including reasonable
attorneys' fees, resulting from Purchaser's activities on the Property between the Effective Date
and the Closing or termination of this Agreement. If Purchaser does not exercise its right to
terminate this Agreement pursuant to Section 3.2 prior to the end of the initial Feasibility Period,
then $25,000 of the Earnest Money shall be deemed non-refundable except in the event of
Seller's default or as otherwise expressly provided herein and shall be immediately payable and
delivered by Escrow Agent to Seller.
3.2. Options to Extend Feasibility Period. Provided that Purchaser has
provided to Seller prior to the end of the initial Feasibility Period a letter of interest from a tenant
expressing interest in leasing not less than 55,000 square feet of space in Purchaser's proposed
development, Purchaser shall have six options to extend the Feasibility Period for thirty days
each (for a total possible extension of 180 days). Upon the exercise of each such extension
option, an additional $5,000 of the Earnest Money shall be deemed non-refundable except in the
event of Seller's default or as otherwise expressly provided herein and shall be immediately
payable and delivered by Escrow Agent to Seller. Unless and until Purchaser has given a
termination notice pursuant to Section 3.3 below, Purchaser shall be deemed to have exercised
each option to extend the Feasibility Period.
3.3. Purchaser's Termination Right. If, on or before the expiration of the
initial Feasibility Period, Purchaser gives Seller written notice setting forth Purchaser's
dissatisfaction with the Property for any reason whatsoever, including, without limitation, any
matter relating to its acquisition, development, usage, operation or marketability, then this
Agreement shall terminate, the Earnest Money shall be returned to Purchaser, and the parties
shall be relieved from any further liability hereunder.
If on or before the expiration of the Feasibility Period (as extended), Purchaser gives Seller
written notice that it is unable to proceed with its proposed development of the Property due to
(i) an uncured title issue, (ii) an environmental condition, (iii) the inability to obtain any required
governmental approvals or permits, (iv) a newly discovered matter relating to the physical
condition of the Property, or (v) Seller's failure to obtain the modification of the restrictive
covenants affecting the Real Property as set forth in Section 3.4, then this Agreement shall
2

terminate, any portion of the Earnest Money that is refundable shall be returned to Purchaser,
and the parties shall relieved from any further liability hereunder.
If Purchaser does not terminate this Agreement at or before the expiration of the Feasibility
Period (as extended), the Earnest Money shall become non-refundable to Purchaser except in the
event of a default by Seller or except as otherwise expressly provided in this Agreement and
shall be immediately payable and delivered by Escrow Agent to Seller.
3.4. Restrictive Covenants. The parties acknowledge that the Real Property
is currently subject to restrictive covenants (the "Restrictive Covenants") that prohibit retail use
of the Real Property. Commencing on the Effective Date, Seller shall use its best efforts to
modify the Restrictive Covenants to remove the retail use prohibition and to make any other
changes to the Restrictive Covenants that are reasonably acceptable to the Seller. The form of
any instrument modifying the Restrictive Covenants must be acceptable to Purchaser.
4. Title Examination. Title examination will be conducted as follows:
4.1. Title Evidence. Purchaser may obtain from the Title Company a
commitment for an ALTA owner's policy of title insurance ("Title Commitment") and a survey
of the Real Property from a surveyor of Purchaser's selection ("Survey"). The Title
Commitment and the Survey are collectively referred to as the "Title Evidence."
4.2. Purchaser's Objections. Purchaser may, during the Feasibility Period,
make written objections to any matters disclosed by the Title Evidence; in the event that any
modifications or additions are made to the Title Evidence after the end of the Feasibility Period,
Purchaser shall have 15 days after receipt of any such modification or addition to object to any
new matters disclosed therein. Purchaser's failure to make objections within such time periods
shall constitute a waiver of Purchaser's right to object to the matters disclosed in the Title
Evidence, and each such matter not objected to by Purchaser shall be deemed a "Permitted
Encumbrance" hereunder. Seller may, but is not obligated to, cure any matter to which
Purchaser objects, except that Seller shall cure any exception and satisfy any requirement that (i)
is a monetary lien or encumbrance; (ii) is required to be cured or satisfied by Seller pursuant to
any other provision of this Agreement; or (iii) concerns the legal status of Seller or its authority
to convey its interest in the Property. Within 7 days after receipt of an objection from Purchaser,
Seller shall notify Purchaser concerning whether or not Seller will cure the matter(s) listed
therein. If Seller elects to cure, Seller shall have 30 days to complete the cure, during which
period the Closing will be postponed as necessary. If Seller does not elect to cure, Purchaser
may, at its option, either terminate this Agreement and receive a refund of the Earnest Money, or
waive the objection and Purchaser's right to terminate pursuant to this paragraph (in which event
such matter shall become a Permitted Exception).
4.1. Costs and Premium. Purchaser shall be responsible for the costs of the
Title Commitment and Survey and the premium for any title policy obtained by Purchaser.
5. Representations and Warranties by Seller. Seller represents and warrants to
Purchaser as follows:
5.1. Authority. Seller is (i) duly organized under the laws of the State of
North Carolina and qualified to transact business in the State of North Carolina; (ii) Seller has
the requisite power and authority to enter into, and perform its obligations under, this Agreement
and Seller's Closing Documents (defined in Paragraph 8.1); (iii) as of the Closing Date (defined

in Paragraph 8), Seller's Closing Documents shall have been duly authorized by all necessary
action on the part of Seller and shall have been duly executed and delivered; (iv) such execution,
delivery and performance by Seller of this Agreement and Seller's Closing Documents shall not
conflict with or result in a violation of Seller's charter, any law or regulation governing Seller or
any contract or agreement by which Seller is bound, or any judgment, order, or decree of any
court or arbiter by which Seller is bound; and (v) this Agreement and Seller's Closing
Documents are and shall be valid and binding obligations of Seller and enforceable in
accordance with their terms.
5.2. Title to Real Property. Seller has good and marketable fee simple title to
the Real Property, subject only to matters set forth in the Title Evidence. There are no parties in
possession of any part of the Real Property, and no leaseholds or rights of possession in the Real
Property have been granted to any party.
5.3. Assessments. Seller has not received any notice of actual or threatened
special assessments or reassessments of the Real Property. The Real Property is not situated
within any special assessment district other than the districts revealed by the most recent
statement for real property taxes for the Real Property.
5.4. Rights of Others to Purchase Property. Seller has not entered into any
other contracts for the sale of any portion of the Real Property, nor are there any rights of first
refusal, options to purchase or any other rights of others relating to any portion of the Real
Property.
5.5. Liens. There are no mechanic's or materialmen's liens of record against
the Real Property, nor are there any unsatisfied charges, debts, liabilities, claims or obligations
arising from the constriction, ownership, maintenance or operation of the Real Property, that
could give rise to any mechanic's or materialmen's or constitutional, statutory or common law
lien against any portion of the Real Property.
5.6. Contracts. Other than any easements and similar rights recorded in the
real property records, there are no contracts, agreements or obligations of any kind or nature
relating to the Real Property and by which Purchaser will be bound or the Real Property will be
subject after Closing.
5.7. Proceedings. There is no action, litigation, investigation, condemnation
or proceeding of any kind pending or to the best of Seller's knowledge, threatened against Seller
or any portion of the Property.
5.8. Hazardous Substances. To the best of Seller's knowledge, except as
may be disclosed in the environmental studies listed in Exhibit C attached hereto
("Environmental Reports"), the Real Property has never been used for the production, storage,
deposit or disposal of "Hazardous Substances" nor have any Hazardous Substances ever been
placed or located upon the Real Property. "Hazardous Substances" means any hazardous or
toxic substance, material or waste regulated by any local, state or federal governmental authority,
regulation, ordinance or statute, including without limitation petroleum and petroleum by-
products, asbestos, urea -formaldehyde foam insulation or polychlorinated byphenol.
5.9. Storage Tanks. To the best of Seller's knowledge, except as may be
disclosed in the Environmental Reports, no above -ground or underground tanks are presently
4

located in or about the Real Property, and no such tanks have ever been removed from or filled
on the Real Property.
5.10. Completeness. All representations and warranties made by Seller in this
Agreement are free from any untrue statement of material fact and do not omit to state any
material facts necessary to make the statements contained herein not misleading. The copies of
any documents furnished to Purchaser by Seller are true and complete copies of the documents in
Seller's possession or control.
Seller shall defend and indemnify Purchaser, its successors and assigns, and shall hold Purchaser,
its successors and assigns, harmless from and against, any expenses, losses or damages,
including reasonable attorney's fees, that Purchaser incurs because of the breach of any of the
above representations and warranties. Seller's representations and warranties shall survive the
Closing for a period of one year.
The obligations of Purchaser under this Agreement are contingent upon the representations and
warranties of Seller contained in this Agreement being true on the Effective Date, during the
term of this Agreement, and on the Closing Date, and at Closing, Seller shall certify to Purchaser
that such representations and warranties are true and correct as of the Closing Date.
Purchaser acknowledges and agrees that, other than the express representations and warranties
made by Seller in this Agreement and in Seller's Closing Documents, (i) Seller shall be
conveying the Property to Purchaser in its "as -is" condition, without representation or warranty
as to the physical condition of the Property, the legal entitlements relating to the Property, the
suitability of the Property for Purchaser's intended use or any other use or any other matter, and
(ii) Purchaser is relying upon its own inspections and investigations of the Property in entering
into this Agreement and proceeding with this transaction.
6. Representations and Warranties by Purchaser. Purchaser represents and
warrants to Seller that (i) Purchaser is duly organized and is in good standing under the laws of
the State of Tennessee and is qualified to do business in the State of North Carolina; (ii)
Purchaser has the requisite power and authority to enter into, and perform its obligations under,
this Agreement and Purchaser's Closing Documents (defined in Paragraph 8.2); (iii) as of the
Closing Date, Purchaser's Closing Documents shall have been duly authorized by all necessary
action on the part of Purchaser and shall have been duly executed and delivered; (iv) such
execution, delivery and performance by Purchaser of this Agreement and Purchaser's Closing
Documents shall not conflict with or result in violation of Purchaser's limited liability company
agreement or operating agreement, any contract or agreement by which Purchaser is bound, or
any judgment, order or decree of any court or arbiter by which Purchaser is bound; and (v) this
Agreement and Purchaser's Closing Documents are and shall be valid and binding obligations of
Purchaser and enforceable in accordance with their terns. Purchaser shall defend and indemnify
Seller and hold Seller harmless from and against any expenses, losses or damages, including
reasonable attorney's fees that Seller incurs because of the breach of any of the above
representations and warranties. Purchaser's representations and warranties shall survive the
Closing.
7. Purchaser's Right to Enter upon the Property; Seller's Obligations.
7.1. Purchaser's Right to Enter. Seller shall allow Purchaser and Purchaser's
consultants access to the Real Property without charge and at all reasonable times for the purpose
5

of Purchaser's investigation and testing of the Real Property. Such inspections and testing of the
Real Property shall be performed at the expense of Purchaser, and Purchaser shall indemnify,
defend and hold harmless Seller from any cost, charge, claim or lien arising therefrom and shall
repair any damage to the Real Property occurring as a result of such inspections and testing.
Purchaser's indemnity obligations under this paragraph shall survive Closing or termination of
this Agreement.
7.2. Seller's Deliveries. Seller shall, within 30 business days after the
Effective Date, deliver to Purchaser copies of all items listed on Exhibit B attached hereto, that
are in their possession. Seller shall, within 30 business days, notify the Purchaser of any items
listed on Exhibit B attached hereto which are not in their possession and will not be provided. .
Seller shall also deliver to Purchaser copies of any amendments, supplements or additions to the
items listed on Exhibit B as such items become available.
7.3. Seller's Cooperation. Seller shall cooperate as reasonably requested by
Purchaser, and at no expense to Seller, in Purchaser's efforts to obtain governmental approvals
necessary in Purchaser's judgment to permit Purchaser's intended use of the Property. Seller
shall execute such zoning applications, plats, development plans or other documents as may be
required to accomplish the foregoing.
8. Closing. Time is of the essence as to all dates herein. The closing of the
purchase and sale contemplated by this Agreement ("Closing") shall occur on the day (the
"Closing Date") scheduled by Purchaser within the 60- day period following the expiration of the
Feasibility Period (as it may be extended). The Closing shall take place through delivery of
documents to the Closing Attorney in accordance with reasonable and customary escrow
instructions executed by Purchaser, Seller and Closing Attorney in accordance with this
Agreement. The Closing Attorney shall be selected by Purchaser. On the Closing Date, Seller
shall deliver possession of the Property to Purchaser.
8.1. Seller's Closing Documents. On the Closing Date, Seller shall execute
and/or deliver the following (collectively, "Seller's Closing Documents"), all in form and content
satisfactory to Purchaser in its reasonable discretion:
(a) Deed. A special warranty deed conveying the Real Property to
Purchaser, free and clear of all encumbrances, except the Permitted Encumbrances.
(b) Title Documents. An owner's affidavit in the customary form
required by the Closing Attorney (subject to Seller's reasonable approval) and such other
affidavits of Seller or other documents as may be reasonably required by Title Company in order
to record Seller's Closing Documents and issue the Title Policy.
(c) Certificate. A certificate, signed by Seller, stating that, as of the
Closing Date, the representations and warranties of Seller set forth herein are true and correct.
(d) Other Documents. All other documents reasonably necessary to
consummate the sale of the Property in accordance with this Agreement, including settlement
statements.
8.2. Purchaser's Closing Documents. On the Closing Date, Purchaser will
execute and/or deliver the following (collectively, "Purchaser's Closing Documents"):
(a) Purchase Price. The balance of the purchase price.
e

(b) Title Documents, Such affidavits of Purchaser or other
documents as may be reasonably required by Closing Attorney in order to record Seller's Closing
Documents and issue the Title Policy.
(c) Other Documents. All other documents reasonably necessary to
consummate the sale of the Property in accordance with this Agreement, including settlement
statements.
8.3. Adjustments and Prorations. Seller and Purchaser shall make all
customary adjustments with respect to the Property including, without limitation, the following:
(a) Real Estate Taxes. General real estate and personal property
taxes for all years prior to the year of Closing shall be paid by Seller. General real estate and
personal property taxes for the year of Closing shall be prorated between Seller and Purchaser as
of the Closing Date based upon the most recent assessed valuations and mill levies available,
which proration shall be a final settlement between the parties. Prior to Closing, Seller shall pay
the full amount (whether or not then due) of all outstanding special assessments against the
Property or any part thereof.
(b) Title Insurance. Purchaser shall pay all premiums required for
the issuance of the Title Policy. Purchaser shall also pay the premium for any lender's policy of
title insurance issued to Purchaser's lender.
(c) Utilities. Seller shall pay all utility charges (if any) due for the
period prior to Closing. Prorations shall be based on actual meter readings if available. Seller
shall escrow funds as reasonably required by the Title Company in connection with utility
charges.
(d) Closing Fee. Purchaser shall pay the reasonable and customary
closing fee of Title Company and/or Closing Attorney.
(e) Recording Fees and Taxes for Deed. Seller shall pay all fees and
transfer taxes due in connection with the deed.
(f) Recording Costs. Seller shall pay the costs of recording the deed
and all other documents necessary to place title to the Property in the condition warranted by
Seller in this Agreement. Purchaser shall pay the costs of recording Purchaser's loan documents.
(g) Attorney's Fees. Each of the parties shall pay its own attorney's
fees in connection with this transaction, subject to Paragraph 27.
(h) Other Costs. Any other costs shall be allocated in accordance
with the customs prevailing in similar transactions in the Salisbury, North Carolina area.
9. Default by Seller. If Seller defaults in the performance of its obligations
hereunder, and if Seller should fail to cure such default within 10 days after written notice from
Purchaser describing such default, Purchaser, at Purchaser's option, may terminate this
Agreement, obtain the prompt refund of the Earnest Money, and recover such damages as may
be proper, or Purchaser may treat this Agreement as being in full force and effect and shall have
the right to specific performance or damages, or both.
10. Default by Purchaser. If Purchaser defaults in the performance of its obligations
hereunder, and if Purchaser should fail to cure such default within 10 days after written notice

from Seller describing such default, Seller, as its sole and exclusive remedy, shall be entitled to
terminate this Agreement and have the Earnest Money paid to Seller as liquidated damages. The
parties agree that the amount of the Earnest Money is a fair and reasonable estimate of the total
detriment that Seller would suffer in the event of Purchaser's default and failure to complete the
acquisition of the Property.
11. Condemnation. If, prior to the Closing Date, eminent domain proceedings are
commenced against all or any part of the Real Property, Seller shall immediately give notice to
Purchaser of such fact and at Purchasers option (to be exercised within 30 days after Seller's
notice), this Agreement shall terminate, in which event neither party shall have any further rights
or obligations under this Agreement, and the Earnest Money shall be refunded to Purchaser. If
Purchaser fails to exercise such option to terminate, then there shall be no reduction in the
purchase price, and Seller shall assign to Purchaser at Closing all of Seller's right, title and
interest in and to any award made or to be made in the condemnation proceedings. In such case,
Seller shall not designate counsel, appear in, or otherwise act with respect to the condemnation
proceedings without Purchaser's prior written consent.
12. Casualty. If the Real Property is materially damaged by fire, flood or other
casualty prior to Closing, Purchaser may elect to terminate this Agreement by written notice to
Seller. If Purchaser so elects to terminate, the Earnest Money shall be returned to Purchaser, and
neither party shall have any further rights or obligations under this Agreement. If Purchaser does
not elect to terminate, then at Purchaser's option (which shall be exercised by notice to Seller
given on or before the Closing Date), either (a) the Closing Date shall be extended until the 30`h
day following the completion of repairs and restoration of the Real Property, or (b) the Closing
shall take place as scheduled and, at Closing, Seller shall assign to Purchaser the insurance
proceeds resulting from such damage and credit Purchaser with the amount of any deductible
under Seller's insurance policy.
13. Operation of the Property. Until the earlier of the Closing or the termination of
this Agreement, Seller undertakes and agrees as follows:
13.1. Not to do anything, nor permit anything to be done, which would impair
or modify the status of title to the Property;
13.2. To operate, maintain and repair the Real Property in the same manner as
was used prior to the Effective Date, reasonable wear and tear excepted, subject to Paragraph 12;
13.3. Not to enter into any lease, service contract or other contract which,
following Closing, will be binding upon Purchaser or the Property without, in each instance,
obtaining the prior written approval of Purchaser;
13.4. Not to cause or permit any transfer of any of Seller's interest in the
Property, or cause or permit any encumbrance of Seller's interest in the Property; and
13.5. To notify Purchaser promptly upon learning of:
(a) Any event, transaction, or occurrence which would or might
materially affect the Property, or any part thereof, or any agreement with respect to the Property;
(b) Any fact or event which would make any of the representations or
warranties of Seller contained in this Agreement untrue or misleading in any material respect or

which would cause Seller to be in violation of any of. its covenants or other undertakings or
obligations hereunder;
(c) Any violation of any law, ordinance, regulation or law which
would or might materially affect the Property or any portion thereof;
(d) Any proposed change in any zoning or law affecting the use or
development of the Real Property or any part thereof; or
(e) Any pending or threatened litigation which affects the Property or
any part thereof or which would affect the transaction contemplated hereby.
14. Brokers' Commissions. Each party shall be solely responsible for any broker's,
finder's or consultant's fees or commissions arising out of its actions in connection with this
transaction and shall defend, indemnify and hold the other party harmless from and against all
claims, expenses, losses or damages, including reasonable attorneys' fees, resulting from a
commission or fee due or claimed to be due as a result of the indemnifying party's actions.
15. Time of Essence. Time is of the essence in the performance of Purchaser's and
Seller's obligations under this Agreement.
16. Assignment. Purchaser may not assign its interest in this Agreement without the
prior written consent of Seller, which consent shall not be unreasonably withheld, provided that
Purchaser may assign its interest to any entity owned by or under common ownership or control
with Purchaser without Seller's consent. Any assignee shall assume all obligations of Purchaser
hereunder as if the assignee were the original purchaser under this Agreement. Upon any such
assignment and assumption, Purchaser shall be released from all liability hereunder. Seller may
not assign its interest in this Agreement without the prior written consent of Purchaser, which
consent shall not be unreasonably withheld.
17. Notices. Any notice required or permitted to be given hereunder shall be in
writing and deemed given and received (i) one business day after deposit prepaid with a
reputable overnight courier, (ii) upon personal delivery during regular business hours, (iii) upon
transmission via facsimile or email during regular business hours, with a confirmation copy
mailed by first-class mail, postage prepaid, properly addressed as follows:
If to Seller:
Gary Page
County Manager, Rowan County
130 West Innes Street
Salisbury, NC 28144
Email: [e-mail]
Facsimile: 704.216.8195
Office: 704.216.8180
With copies to:
Jay W. Dees II
Rowan County Attorney
121 East Keer Street
Salisbury NC 28144
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Email: [e-mail]
Facsimile: 704,281.1230
Office: 704.637.3434
If to Purchaser:
Hutton Growth One, LLC
Attn: General Counsel
736 Cherry Street
Chattanooga, TN 37402
Email: [e-mail]
Facsimile: 423.756.7927
423.771.4458 (o)
With copies to:
Hutton Growth One, LLC
Attn: Ms. Caren Giles
736 Cherry Street
Chattanooga, TN 37402
Email: [e-mail]
Facsimile: 423.305.7879
423.643.9237 (o)
and:
Mr. Steve Tingle
910 Summerbrook Lane
Signal Mountain, TN 37377
Email: [e-mail]
423.280.9989 (c)
Either party may change its address for the purposes of notice by giving written notice of such
change to the other parties, in any manner above specified, at least 5 days prior to the effective
date of such change. The telephone numbers listed above are for convenience only; telephonic
notice is not permitted.
18. Escrow; Interpleader. The parties shall execute such customary instructions and
agreements as may be required by Title Company in connection with the Earnest Money. The
Earnest Money shall be held by Title Company in an interest -bearing account and handled in
accordance with the provisions of this Agreement. Except as to the expiration of Feasibility
Period dates, Purchaser and Seller agree that, in the event of any controversy regarding the
Earnest Money, unless mutual written instructions from Purchaser and Seller are received by
Title Company, Title Company shall not be required to take any action but may await the
outcome of any proceeding, or, at Title Company's option, may interplead the Earnest Money
into any court with jurisdiction. Title Company shall be entitled to recover its costs and
reasonable attorneys' fees in taking such action from the non -prevailing party in such dispute.
IO

19. Captions. The paragraph headings or captions appearing in this Agreement are
for convenience only, are not a part of this Agreement and are not to be considered in
interpreting this Agreement.
20. Entire Agreement/Modification. This Agreement constitutes the complete
agreement between the parties and supersedes any prior oral or written agreements between the
parties regarding the Property. There are no promises, agreements or conditions, oral or written,
express or implied, between the parties except as set forth herein. No modification of this
Agreement shall be effective unless set forth in writing and executed by the parties. A waiver of
any provision of this Agreement by a party must be set forth in a writing executed by the waiving
ply.
21. Binding Effect. This Agreement binds and benefits the parties and their
respective successors and assigns.
22. Waiver. Except as expressly provided herein, (i) the waiver by a party of any
breach of this Agreement or of any warranty or representation made herein, or (ii) the acceptance
of payment or performance by a party after any such breach, shall not be deemed to be a waiver
of any other breach of any kind, whether preceding or succeeding. The failure or delay of a party
in exercising any right or remedy it may have under this Agreement or by law shall not operate
as a waiver of any such right or remedy.
23. Controlling Law. This Agreement shall be governed by and construed in
accordance with the laws of the State of North Carolina.
24. Severability. The unenforceability or invalidity of any provision of this
Agreement shall not render any other provision contained herein unenforceable or invalid.
25. Survival. All of the parties' representations, warranties, covenants and
agreements hereunder, to the extent not fully performed or discharged by or through Closing,
shall not be deemed merged into any instrument delivered at Closing and shall remain fully
enforceable thereafter.
26. Further Assurances. The parties undertake and agree to execute and deliver
such documents, writings and further assurances as may be necessary to carry out the intent and
purpose of this Agreement.
27. Attorneys' Fees. The prevailing party in any legal proceeding brought to enforce
rights hereunder shall be entitled to recover its reasonable attorneys' fees and litigation expenses
from the other party. As used here the term "prevailing party" means the party which prevails on
the preponderance of its claims or defenses in any arbitration, mediation or other proceeding, as
determined by the arbitrator, mediator or judge, regardless of whether incurred before or after the
demand for such arbitration or mediation or filing of a complaint.
28. Dates. In computing a period of days for performance hereunder, the first day
shall be excluded and the last day shall be included. Performance must occur by 6:00 p.m.
eastern time on the last day of such period. If the last day of any such period should fall on a
weekend or legal holiday, then such date shall automatically be extended to the next succeeding
business day.
29. Counterparts. This Agreement may be executed in counterpart originals, all of
which, taken together, shall constitute a single agreement.

IN WITNESS WHEREOF, the parties have duly executed this Agreement as of the day
and year first above written.
SELLER:
ROWAN COUNTY, NORTH CAROLINA, a
body politic
By:
Nam . 5: n915- s
Its: Cii%iTRMAfi - ga4/49 ofCONA7,Suo wild
Date: - a - L3
PURCHASER:
HUTTON GROWTH ONE, LLC, a Tennessee
limited liabb�ility company
ok
Geoffrey Smith
President
Date: 14& c-�% .2`7,201.3
12

1
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EXHIBIT B
Seller's Deliveries
The following items relating to the Property, if within Seller's possession or control:
Title insurance policies
Surveys and site plans
Environmental studies and reports
Geotechnical studies
Licenses, permits, authorizations and other governmental approvals
Tax bills and notices
Architectural plans
Traffic studies
Development approval submittals, if any
14

EXHIBIT C
Environmental Reports
Phase I Environmental Site Assessment for Summit Corporate Center, prepared by
Froehling & Robertson, Inc. and issued June 1, 2010.

FIRST AMENDMENT TO PURCHASE AND SALE AGREEMENT
This First Amendment to Purchase and Sale Agreement ("Amendment") is made
and entered into as of this 61 V' day of April, 2014 by and between HUTTON
GROWTH ONE LLC, a Tennessee limited liability company ("Purchaser") and
ROWAN COUNTY, NORTH CAROLINA, a body politic ("Seller").
Recitals:
A. Purchaser and Seller previously entered into that certain Purchase and Sale
Agreement dated April 2, 2013 (the "Contract") for the purchase of that certain
approximately +/- 54.42 acre. tract of land located. in Salisbury, Rowan County, North
Carolina. All initially defined terms used herein shall have the meanings set forth for
such terms in the Contract.
below.
B. Purchaser and Seller desire to amend the Contract as more filly set forth
Amendment:
1. Sale of Property. The Real Property acreage shall be reduced to
approximately +/- 43.83 acres of land as depicted on Exhibit A attached hereto.
2. Purchase Price. The Purchase Price will be decreased to Thirty Five
Thousand Dollars ($35,000.00) per acre (with the acreage.of the Land to be determined
by the Survey obtained pursuant to Section 4.1 of the Purchase and Sale Agreement).
3. Feasibility Period. The initial Feasibility Period shall be extended by an
additional 60 days, and will now expire on or about June I, 2014. In keeping with
Section 3.1 of the original Contract, if Purchaser does not exercise its right to terminate
this Contract prior to the end of the Feasibility Period as restated herein, then $25,000 of
the Earnest Money shall be deemed non-refundable except in the event of Seller's default
or as otherwise expressly provided in the Contract and shall be immediately payable and
delivered by Escrow Agent to Seller. Also, Purchaser and Seller agree that'an additional
$5,000 of the Earnest Money shall be deemed non-refundable (except in the event of
Seller's default) and shall be immediately payable and delivered by Escrow Agent to
Seller for the right to utilize the First of six available thirty (30) day extensions to the
Feasibility Period.
4. Counterparts. This Amendment may be executed in one or more
counterparts, each of which shall be deemed an original and said counterpart shall
constitute but one and the same instrument which may be sufficiently evidenced by one
such counterpart. A facsimile or telecopier signature shall be deemed an original for all
purposes with respect to the execution of this Amendment.
5. Continued Effectiveness. As modified by this Amendment, the Contract
remains in full force and effect.

IN WITNESS WHEREOF, the undersigned have executed this Amendment as of
the date written above.
PURCHASER:
HUTTON GROWTH ONE LLC,
a Tennessee limited liability company
BY
Name: Geoffrey W. Smith
Title: President
Date: Vl)-'eby
SELLER:
ROWAN COUNTY, NORTH CAROLINA,
a body politic
By. �zx-:PE—�
Name: 4xM f2D
CN
Title: Reu0wl cDaA'I GQAMV Of- COMMAS +J
Date: Jr— 5- 1 i

LETTER OF TRANSMITTAL
ENGINEERS L.L.0
3555 KEITH ST NW, SUITE 109
CLEVELAND, TN 37312
TEL: [phone]
TO: DEMLR
512 N. Salisbury St.
91h Floor
Raleigh, INC 27604
919-807-6369
WE ARE SENDING:
RECEIVED
NUV 0 4 2014
DENR-LAND QUALITY
STORMWATER PERMITTING
X ATTACHED ❑ UNDER SEPARATE COVER X OVERNIGHT ❑ HAND DELIVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ ADDENDUM ❑ DISKETTES
❑ COPY OF LETTER X PLANS ❑ CHANGE REQUEST ❑ SPECIFICATION
DATE: 10/10/14 1 JOB NO: 14005
ATTENTION: Bill Diuguid
RE: Rowan Summit Shopping Center
,S
❑ OTHER
S
COPIES
DATE
REVISED
SHEET NO
DESCRIPTION
1
Stormwater Management Permit Application Form
2
Deed restrictions & Protective Covenants Form
1
Sale Agreement
1
O & M Agreement
1
Permit Application Processing Fee
1
Narrative
1
-
USGS Ma
1
Stormwater Report
2
Rowan Summit Shopping Center Plans
1
Geotechnical Report
1
Copy Deed
1
LLC Documentation
THESE ARE TRANSMITTED as checked below:
❑ FOR APPROVAL
❑ FOR YOUR USE
❑ AS REQUESTED
REMARKS:
❑ FOR REVIEW AND COMMENT
❑ APPROVED AS SUBMITTED
17_19 J:i�Dl7 �L'F9 � N117 �]
❑ RETURNED FOR CORRECTIONS
❑ RESUBMIT FOR APPROVAL
rAOIGl7.
We are submitting a copy of the Stormwater Management Permit application. We will submit to you the
original signatures as soon as we have them in hand.
Copy To: Signed: lien

7
THIS INDENTURE, Made this the 16th_day of A,pri'1 in the year of our I,ord
one thousand nine hundred endthlrty six_(1916),. between —
Carl-F. Young#. (Unmarried),
of the County of Rowan and Stile of North Carolina, of the first mat, and ----
Rowan County, North,Carolina
O of the County of Rowaa end State of North Carolina, of the second part:
WITNGSSEYH, That the mid pn,Iy of the fun port, for and io eomideruk. of the sum of
_Qntv.}j�li d)ged (8100.00) Dollars and other valuable considerationN_____fjQ},(j6
W the mid party of the firet part In hand paid, the Iemipt wh..f is hereby worealed,el, hn_s— horgai.cal Bold end caa.
vcyed, and by 0. prment, do35_Largniv, tell, and m.0 .y new the mid.partY_ _af the mound rawt_ils ULCCE5S4a65eod
meigve the following described real eetate, aituata, lying ned being in Salisbury _Torvoehip, County of Rowan
ens State of North Carolina, hounded m follows, to wit
BEGINNING at.a stone, corner of the property of Rowan
County; thence North 3 deg..East 5.25 chains to a stone, corner to the
property of Romn County; thence South 88 deg. East 2.65 chains to a
stake; thence North 3 deg. East 7 chains to a stake in a field; thence
North 88 deg. West 2.65 chains to an iron stake, Julianls corner; thence
with Julian's line North 61 deg. West 16 chains to a stone; thence South
47 deg. West 27.40 chains to a stone; thence South 31 deg. Fast 75 links
to a stake, corner to property of Rowan County; thence with their line
South 87 deg. East 34.15chains to the BEGINNING, containing 45 acres,
more or less. ,
oFor. back title see Book of Deeds No. 96, page 452, and
Book of Deeds No...105, page 382, in the office of the Register of Deeds
for Rowan County,. N.C. -
.This deed is given subject to the balance due on a cer-
tain mortgage, given by Carl F. Young to the Federal.Land,Bank of Columbia,
B.C., recorded.ln Book of Mortgages No. 84,.page 505, in the office of the
Register of Deeds for Rowad County,N.C.
I
TO HAVE AND TO HOLD all and singular the above granted prehiea, with the eplaunamacn, new the mid part .3L--of
the mound it, its succ OSNgSfiI mJgm fomvar.
And the mid__ Carl F_ Yo_ung_
.O party of the first pert, for himself and his lawn, ermanno, and adhidumlon, data_hereby
.covenant with the mid pert-y of the eeoond port its Successors hplj)/aadl weiSm, that he is ae;zea of
add prcmiem in fee elmple; that the mid prehlem are free from all encumbmome; that_.ho has good rightand lawful
authority to tell the more, and that___jlf` will warrant and defend the mid premlem unto the party_ of the mound
p.At9_eRQ.QV.sS.4L5 AAA and weigm, against the lawful clothe of all Nation., whomarover.
IN TESTIMONY WREREOF, the mid pant of the fiat pert hahereunto art his beod_aod
teat —the day and year feet above written.
Signed, coaled, and delivered in we eme.. of CARL F. YD(ING _(Seel)'
__(Sml)
........ (Sear)

7
STALE OF NORTH CAROLINA—Rowan County.
This__ day of_ , A. D. 193_, papa enlly mme before me
in and for the County of Rowan, State of North Carolina,
,
who, being by me duly swam, my. that he knows the a manna
.cal of_.___—_-- —Company and Is acquainted with
who is the President of mid Corporation, and that he, the mid
is the Secretary of mid Corporation And raw the President sign
the instrument and raw the mid common seal of mid Corporation ofitred to mid imtrumcot by mid President (of that he, the mid
Secretary as aforesaid, affixed said ceal to and imtmment),
and that he, the mid_ signed his came in ac estation of the execution of
mid intrument in the .at. of mid president of mid Corporation. Therefore let the mid deed with the certificate be registered.
-- Clerk S.o nor Court.
STATE OF NORTH CAROLINA—Rowan County.
Be it remembered, that on this day of __, 193—. before the undersigned
.
of mid County,
,.easily appeared— _ _�_------------
the grantors coed in the foregoing deed, and acknowledged the due execution thereof by,__._ —m —net and deed;
and thereupon the
being by me privately examined, cepafate and apart from. mid bmWnd_, touching free consent
to the execution of mid dmd, , on such separate examination, declared that she executed the more firer
ly of her we will wad areard, And without any force, feu, or ove,doo iofiuma on the part of her said husband or any other p4 m.
and data atilt voluntarily Amen thereto. Therefore let the mid dead, together with this certificate, he registered.
Witurn, my head aed __—anal, date above written.
(Seep
My Communion cxPirn______—_--...___.___, 193__
V7
STATE OF NORTH CAROLINA l_ In the_Su per I or ___Court.
Rowan County J The execution of the foregoing deed was this_15_doy of_ADr1L_.—_._. 193 $—, acknowledged
proven before the
I. and for the County vfarmid, by_C, II F_ Y'n In F.,. f r,�mn rrlCd�.x—the_yr ranLor'
Therefefe let the mid deed, together with this certificate, be registered.
\Pitom,mP head and' sml, date above written. W.T.BURKE
(Soap
Dep, C.S.C.
c SPATE OF NORTH CAROLINA 18upenor Corvt� __, 193_
0
Rowan County /J
,justice or the peace
The foregoing mrtificale of — __
o { Notary public
of _County, is adjudged W be in due farm and according W law. Therefore let the said deed,
with the certificates, be rcgi.tercd.
Clerk of the Superior Court
Office of the Register of Deeds of Rowan County, N. C.
The foregoing dead tam filed in this nMce for registration an the_161h_ _day of —._Apra
I A. D. 1936
at 24 o'clack--P—M., and registered sod verified.
titer of Deeds.

u
Rowan County C
TAX ADMINISTRATION RECOR
ri ..- •
(ROWAN COUNTY
�.
Parcel ID No. 402C001
OLD Tax ID
PIN
402 C 001
Owner ID
476490000
Tax District 1112 -S SALISBURY
Land Use, Code
Land Use Desc
N`ighborhood 00502D
(1st Malcr hnpmvernmt on SuNed Parcel)
mar Built
Built Use/Style
Current Use
Grade
• Percent Complete
Heated Area (S/F)
Fireplace (Y/N)
Basement (Y/N)
I" Bedmom(s)
j ' Bathrooms)
" Multiple Improvements
i. Nde- As d January 1
- Note- Baftoan(s), Betraon(s), Shaul for descripfim only
' • Nde- If nitiple it prowtteds equal W LT' Ow parcel Includes ad
I

n
I
I i
No Sketch Available
I,
Land Supplemental
'Deeded Acres �26.3
iTaz District Note
1112 -S SALISBURY
Present -Use Info
Improvement Valuation
Improvement Market Value $ •• Improvement Assessed Value $
0
0
Nde- Merles Value effeNse Date equal Jasay 1, 2W8, data of CamWs most rweS Gewal Reawalsal
Note- If Assessed Value rd equal Mary Value tlm saiarn resdtirg ham formal appeal procedwe
Land Value Detail (Effective Date January 1, 2008,
Land Full Value (LFV) $ Land Present -Use Value (PUV)$ ••
Land Total Assessed Value $
699,580 699,580
699,580
«Nde:If PUVequdlMVd pmodhmnofqudifiedfar Resat/ Po9ran

Rowan County Government
1 TAX ADMINISTRATION RECORD SEARCH
COUNTY
444375
Parcel ID No. '402C002 Legal Desc TR2 17.52AC
OLD Tax ID
Year BWPu 11997.231/7
ct
Use Code
Use Desc Sold Date
I:411".11:11118o]
Information
LValuation
Maftt Value $
519,493
Marlet Value - Lard and all pxmanxd inprowm.•nls, if airy, eff ctiw Jaruxy 1,
2008, date of Countys most recent C,ereral Reappraisal
Assessed Value b 1519,493
If Assessed Value not equal M-W Value then sut e-t parcel eesigreted as a
special Gass -agricultural, ho licdtual, cr VesllaM and thereby eligible for
taalian m basis d Presed-Use.
Year Built 0
Built Use/Style
Current Use
/
Grade
j Percent Complete 0
'Heated Area (S/F) 0
'Fireplace (VIN)
N
,Basement (Y/N)
!N
Bedmom(s) 0
j' Bathroom(s) 0 Full Bath(s) 0 Half Bath(s)
Multiple Improvements :000
Nde- As ofJxcwy 1
Nate- B2tifoorrX s), Bed ocaXs), shwas fx description oNy,
j Note-Ifrnitipleinpraemenls equal-MLT' dim excel l ncludes addjtipel najw rVrmerrens

l�
I
i
Deeded Acres
ITax District Note
Present -Use Info
Nde- Merle[ Value efieclhe Dale eq
- Nde- If Assessed Value not equal f.
P-
Land Full Vah
519,4
• Nde: If PUV equd LMV Ilm pucd

CA201400700479
Date Filed: InI20141:09:00 PM
Elaine F. Marshall
North Carolina Secretary ofStnte
0 1 LIMITED LIABILITY COMPANY ANNUAL RE
CA2014 007 00479
NAME OF LIMITED LIABILITY COMPANY: Hutton Growth Salisbury, LLC '
SECRETARY OF STATE ID NUMBER: 1274310
REPORT FOR THE YEAR 2013
61 e: .1 . -tu•I•,
1. NAME OF REGISTERED AGENT:
2..SIGNATURE OF THE
AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
STATE OF FORMATION: NC rmOaav u..oOy
® ChWQes
ernational,,pyIInnc/c. 1U 1�® l Q�'�
�SIGNAT
f r-• 9` ITS �7{ ` rWKVJ
URE CONSTITUTES CONSENT TO THEAPPOINTMENT �(•nAc'T
4. REGISTERED OFFICE MAILING ADDRESS
1S0 Fayef[ev111e Street Bax 1011 150 Fay&ftM11e Street Box 1011
Raleigh, NC 27601 Wake Raleigh, NC 27601
1. DESCRIPTION OF NATURE OF BUSINESS:
Privacy Redaction
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE �a
----------------
4. PRINCIPAL OFFICE STREET ADDRESS &COUNTY 6. PRINCIPAL OFFICE MAILING ADDRESS
736 Cherry Street 736 Cherry Street
Chattanooga, TN 37402 Hamilton Chattanooga, TN 37402
SECTION C: COMPANY OFFICIA IOR AN Fa. (Enter additional Company Officials/Organizers in Section E.)
NAME: Karen AHurter;
TITLE: CEO
NAME: GeoffreySmlth NAME
TITLE: Presddent TITLE:
ADDRESS: 736CherryStreer ADDRESS: 736 Cherry Street
Chatranooga, TN37402 Charanooga, TIV37402
ADDRESS:
SECTION ANNUAL REPORT.Section D must be completed In its entirety by a personRAlsineas entIly.
SlOf RE GATE
FM mW be a19n8d by a Canparry OSHsI?OMWemrhW under SWSM C of 86 lone.
Geaffrey Smith President
Pdnt or Typo Name of CanPany Ofocwmaa nizar
SUBMIT THIS ANNUAL REPORT K THE 8111111SED FILING FEE OF120000
MNLTO: Saxatary of State. COIPoreBam DMslan. P091 On Ica Box 29826. Rale191%NC 27625-0525

1
LETTER OF TRANSMITTAL
BRRY
ENGINEERS LLC
3555 KEITH ST NW, SUITE 109
CLEVELAND, TN 37312
TEL: [phone]
TO: DEMLR
512 N. Salisbury St.
Raleigh, INC 27604
919-807-6369
WE ARE SENDING:
'q l kl °'
DATE: 01/12/15 JOB NO: 14005
ATTENTION: Bill Diuguid
RE: Rowan Summit Shopping Center
X ATTACHED ❑ UNDER SEPARATE COVER X OVERNIGHT ❑ HAND DELIVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ ADDENDUM ❑ DISKETTES X OTHER
❑ COPY OF LETTER ❑ PLANS D CHANGE REQUEST ❑ SPECIFICATIONS
COPIES
DATE
REVISED
SHEET NO
DESCRIPTION
Rowan Summit Shopping Center Civil Plans
1
Stormwater Management Report
THESE ARE TRANSMITTED as checked below:
y
❑ FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑ RETURNED FOR CORRECTIONS
❑ FOR YOUR USE ❑ APPROVED AS SUBMITTED ❑ RESUBMIT FOR APPROVAL
❑ AS REQUESTED ❑ APPROVED AS NOTED X OTHER
REMARKS: IN JAN 15 2015
Copy To: Signed: f en f errq

:,I, • ..
� I�J`a
i-::.-
�uK,
�t�..��
_. _
_: j

ENGINEERS LLC
BULLETIN #3
ROWAN SUMMIT
ROWAN COUNTY, NC
JOB #14005
O1/12/2015
3555 Keith Street NW
Suite 109
Cleveland, TN 37312
[phone]
The following Contract Documents are revised as described below and this voids, supercedes, and takes
precedence over previously issued Documents of the same number and item where revised. These
revised Documents shall become a part of the Contract.
DRAWINGS:
Sheet C-01 Rev. No. 1
1. Note added
Sheet C-02.1 Rev. No. 1
1. Shops B Removed
2. Drive aisle modified
3. Shops A shifted
4. Future road displayed
5. Road termination markers added
6. Handrail added to retaining walls
7. Pond modified
8. Retaining wall around pond modified
9. Anchor C Removed
10. Property line modified
Sheet C-03.1 Rev. No. 2
1. Updated downspout locations and quantity for Anchor A
2. Updated grading based on site plan changes
3. Added grading section view for grading north of pond
4. Drainage modified based on grading changes
Sheet C-03.2 Rev. No. 1
1. Pond calculations modified based on new impervious area quantities
Sheet C-03.3 Rev. No. 3
1. Background updated to reflect onsite grading changes
Sheet C-04.1 Rev. No. 3
1. Temporary stream crossing added to southern corner of Tract 1
2. Limits of clearing modified to included temporary stream crossing

;N

Sheet C-04.2 Rev. No. 1
1. Limits of clearing updated
Sheet C-04.3 Rev. No. 1
1. Limits of clearing updated
Sheet C-05.1 Rev. No. 3
1. Public water main modified (extended 5 LF)
2. Utilities at Shops A modified
3. Fire line at Retail C modified
4. Fire hydrant behind Retail C relocated
Sheet C-05.2 Rev. No. 3
1. Public sewer main lowered due to drainage changes
2. Grease trap added to Shops A
Sheet C-05.3 Rev. No. 2
1. Sewer stub to Lot 1 lowered
Sheet C-5.4 Rev. No. 2
1. Profile updated
Sheet C-06 Rev. No. 1
1. Added curb & gutter at sidewalk section view detail
2. Added asphalt edge at landscaped area section detail
3. Added road termination marker detail
4. Modified crosswalk detail
Sheet C-07 Rev. No. 3
1. Added Pedestrian Handrail and Handrail installation details
End of Bulletin #3.
BERRY ENGINEERS, LLC 3555 KEITH 5T NW, SUITE 109, CLEVELAND, TN 37406 TEL: [phone]

Bill
From:
Bennett, Bradley
Sent:
Wednesday, January 07, 2015 9:43 AM
To:
Diuguid, Bill
Cc:
Alexander, Laura
Subject:
Import Auto Salvage
I just assigned this application to you. When you look at this one, please check with the owl
permit issued. In the owner field he just indicated his name. The facility name he gives is nr
Corporation. Stagecoach Ltd (which they also mention) is a registered corporation. We can either issue the permit to
him as an individual or issue it to Stagecoach.
4&004�(�op
Thanks
Bradley Bennett
Stormwater Permitting Program Phone: [phone]
NC Division of Energy, Mineral and Land Resources Fax: [phone]
1612 Mail Service Center Email: bradlev.bennett o(d)ncdenr clov
Raleigh, NC 27699-1612 Web: http://portal.ncdenr,org/web/Ir/stormwater
Email correspondence to and from this address may be subject to public records laws