20130014 Ver 1_Stormwater Info_20130107

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968
Asheboro, NC 27204
Phone: [phone] - Fax: [phone]
December 21, 2012
Re:
Ms. Annette Lucas, PE
North Carolina Division of Water Quality
Wetlands & Stormwater Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Dear Ms. Lucas:
Ace /Avant
Stormwater Plans
Hwy 311
Randolph County, NC
SEA Job No. E -2137
Please find enclosed wo (2) completed Stormwater permit applications including the
Supplement forms for the three (3) bio -cells and one (1) wet detention ponds on this
project.
Should you have any questions or comments or need additional information, please do
not hesitate to call or email me.
HMSJ/hmsj
c: File
Very Truly Yours,
Summeyy/E�ngineering sociates, PLLC
H. Mack Summey, Jr., PE
@rRHw19
_IAN 0 7 1013

Owner /Developer
Mr. Tracy Matson
Ace /Avant Real Property
109 Seminole Drive
Archdale, NC 27263
Contact: Design Engineer
See Below Info:
Prepared By.
SUMMEY ENGINEERING ASSOCIATES, PLLC
ENGINEERING • LAND PLANNING • CONSULTING
P.O. BOX 968 �IA�n����� / / //i
ASHEBORO, NC 27204 pQ`• FE ' AOl ':
Phone: [phone] / Fax. [phone] : q 9%
E -mail: [e-mail] = AL _
December, 2012 = 26447
•ti�iINEE.

Project Narrative
Ace /Avant Real Property
US Hwy 311
Sophia, NC
The purpose of this narrative is to briefly describe the development of a new industrial site off of
Highway 311 in Sophia, NC located on a 65.683 acre parcel in Randolph County.
This stormwater management plan is the result of the site access crossing a perennial stream.
The existing 65.683 acre site was wooded with mostly hardwoods and a few evergreens a few years
ago and was timbered. This parcel is the remainder of a larger 97 ac parcel from which NCDOT
crossed with the New Highway 311. The remaining property is zoned for industrial use. The existing
topography slopes from north to south to a perennial stream near the center of the property. The site is
not serviced by any public sewer.
The proposed development consists of clearing, grubbing & grading approximately 25 acres and
placing approximately 150,000 sf of buildings on the North — Northwestern portion of the property.
There was no existing Built Upon area.
The access to the property will create a new paved drive to the new site. The new BUA from this drive
will be treated in three (3) new bio- cells. Flow will go thru a grass lined channel to each new bio -cell.
A detailed sequence of construction has been provided to ensure the bio -cell is completed at the end of
the project and that the site is stabilized prior to allowing any stormwater to enter the completed bio -
cell.
The main project area consisting of the building and approximately 550,000 sf of new storage area for
logs will be treated by a wet detention pond designed for 90% TSS removal.
Please see the attached plans, calculations and details for more information.

BIO- RETENTION AREA #1
P (rainfall to be controlled) =
1
in.
I (% imperviousness of contributing drainage area) =
15.22
%
Rv (volumetric runoff coefficient) =
0.18698
Da (contributing drainage area) =
2.66
ac.
WQV (water quality volume) =
1805.44148
cu. ft.
df (filter bed depth) =
2
ft.
k (coefficient of permeability of filter media) =
2
ft. /day
hf (average height of water above filter bed) =
0.5
ft.
tf (time for filter bed to drain) =
2
days
Af (filter bed surface area) =
361
s.f.
BIO- RETENTION AREA #2
P (rainfall to be controlled) =
1
in.
I (% imperviousness of contributing drainage area) =
43.31
%
Rv (volumetric runoff coefficient) =
0.43979
Da (contributing drainage area) =
0.419
ac.
WQV (water quality volume) =
668.907396
cu. ft.
df (filter bed depth) =
2
ft.
k (coefficient of permeability of filter media) =
2
ft. /day
hf (average height of water above filter bed) =
0.5
ft.
tf (time for filter bed to drain) =
2
days
Af (filter bed surface area) =
134
s.f.
BIO- RETENTION AREA
#3
P (rainfall to be controlled) =
1
in.
I (% imperviousness of contributing drainage area) =
19.72
%
Rv (volumetric runoff coefficient) =
0.22748
Da (contributing drainage area) =
0.465
ac.
WQV (water quality volume) =
383.974866
cu. ft.
df (filter bed depth) =
2
ft.
k (coefficient of permeability of filter media) =
2
ft. /day
hf (average height of water above filter bed) =
0.5
ft.
tf (time for filter bed to drain) =
2
days
Af (filter bed surface area) =
77
s.f.

PERMANENT WET DETENTION POND DESIGN - RISERIBARREL
CHECKED BY: TAK
SOPHIA, NC DATE: 8/5/2012
SITE AREA =
25 40 acres
,SED BUILT UPON AREA =
16 70 acres
E BUILT UPON AREA =
0 00 acres
ON -SITE BUILT UPON AREA =
16 70 acres
NT BUILT -UPON =
65.75%
ON -SITE DRAINAGE AREA TO POND
25 40 acres
ON -SITE BUA TO POND =
16 70 acres
ONSITE % BUA FOR POND SUB -BAST
65.75%
OFF -SITE DRAINAGE AREA TO POND
0 00 acres
TOTAL WATERSHED AREA TO POND
25 40 acres
DISTURBED AREA =
16 70 acres
OFF -SITE B.0 A TO POND =
0 00 acres
% OF OFF -SITE B U A. TO POND =
0.0%
TOTAL B.UA TO POND
16.70 acres
COMPOSITE B U. % =
65.76%
TEMP. SEO STOR USED (Y/N)
Y
1 tMF'UKAKT bhUIMtN 151 UKAUE
0 5 acre4ndn per disturbed acre
PERMANENT SEDIMENT STORAGE
0.125 acre -in per total drainage area
PERMANENT WATER QUALITY
DEPTH (minimum 3 feet)
3 0 feet
SA/DA
3 79 percent
10 Inch rainfall to be controlled
TYPE
X corrugated aluminum
reinforced concrete
DESIGN STORM
10 year
RAINFALL INTENSITY
136 inches per hour
RUNOFF COEFFICIENT (POST)
085
TYPE
X grass lined
rip-rap lined
DESIGN STORM
100 year
RAINFALL INTENSITY
1.89 inches per hour
RUNOFF COEFFICIENT
POND DATA
0.85
ELEV. ® BOT. OF POND =
72300
SURFACE AREA= 34964 SF
ELEV ® BOT. OF PSS =
72300
SURFACE AREA= 34964 SF
ELEV ® BOT OF PWQ =
72350
SURFACE AREA= 36190 SF
ELEV ® NORMAL POOL=
72650
SURFACE AREA = 43829 SF
ELEV ® TOP OF RISER =
72800
SURFACE AREA = 47835 SF
ELEV. @ EMER SPILLWAY=
72900
ELEV @ TOP OF DAM =
73000
INVERT OF BARREL =
72350
• BOT OF PSS = 723 00 JRFACE AREA = 34964 Square
• BOT OF PWQ = 723 50 JRFACE AREA = 36190 Square
VOLUME PROVIDED =
PERMANENT WATER QUALITY SURFACE AREA RECD 41936 Square Fee
iMAL POOL ELEVATION = 726.5(
IFACE AREA PROVIDED = 43829 Square Fea
ON
TEMPORARY WATER QUALITY STORAGE REQUIRED
Rv = Page%642 in/in
&� v* ?o') C>
Wet Pond

REQUIRED =
® SOT. OF TWO = 726 50 JRFACE AREA = 43829 Square Feet
TOP OF TWO = 728 00 JRFACE AREA = 47835 Square Feet
VOLUME PROVIDED =
PRINCIPAL SPILLWAY
729.00
MAX PEAK FLOW =
14.9 CFS
HEAD ABOVE TOP OF RISER =
0.85 It
ELEVATION AT TOP OF RISER =
728.00
MAXIMUM HOLE SIZE = 0134929376
4.97 in. die.
BARREL: BARREL SIZE USED (in) =
24 00 in die
ELEVATION AT TOP OF RISER =
728.00
ELEVATION OF BARREL INVERT =
723.5
Hw PROVIDED =
5.15 ft
Hw/D PROVIDED=
2.576552014
Hw/D REQ'D FOR DESIGN STORM (FROM CHART) =
065
Hw REQUIRED =
1.30 $
CHECK CULVERT (INLET CONTROL) =
OK
Q (FROM CHART) AT Hw /D PROVIDED =
55 0 CFS
$ Ste; RISER (AREA) =1 5 TIMES AREA OF-
24.00 in. die
MIN RISER DIX =
29.39 in. die
RISER DIA.USED =
36 in die.
WEIR EQUATION Qw = 16 6 CFS
OK
ORIFICE EQUATION • 00 = 27.5 CFS
OK
Ow CONTROLS 16.6 CFS
RISER CONTROLS
16.6 CFS
PRINCIPAL SPILLWAY SYSTEM:
OK
WATER QUALITY RELEASE HOLE
729.00
ELEV ® SOT. OF WATER QUALITY RELEASE HOLE =
72650
MAXIMUM RELEASE RATE =
2 Days
MINIMUM RELEASE RATE =
5 Days
MAXIMUM HOLE SIZE = 0134929376
4.97 in. die.
MINIMUM HOLE SIZE = 005397175
3.15 in. die.
® EMER. SPILLWAY =
729.00
N STORM PEAK FLOW =
40 8 CFS
THROUGH EMER. SPILLWAY =
29.1 CFS
SPILLWAY SIDE SLOPES (re 3 If 3 1. 0 if vertical) =
3
DEPTH =
1 00 H
:ITY (ft/sec) =
4.30
'NE FORCE (Ib/R"2) =
125
)M WIDTH REQUIRED =
3.89 It
Page 2 Wet Pond

ELEV ® TOP OF RISER =
748,00
ELEV. ® BOT. OF PSS =
72300
H=
500ft
AREA OF RISER =
7.1 SF
VOLUME OF RISER =
35 3 Cubic Feet
AREA OF BARREL =
3.1 SF
EXPOSED LENGTH =
10 00 It
VOLUME OF BARREL =
314 Cubic Feet
WEIGHT OF WATER DISPLACED =
4165.75 lb
FACTOR OF SAFETY (125 %)
520719 lb
VOLUME OF ANCHOR PROVIDED = 40 0 Cubic Feet
OK
VOLUME OF ANCHOR REQUIRED= 34.7 Cubic Feet
25.40
PROJECT:
Drainage Area:
Disturbed Area:
Impervious Surface:
% Impervious:
Pool Volume Req'd.:
Soils (A,B,C, or D):
Scs Curve Number:
POND ROUTING (CHAINSAW METHOD)
ACE AVANT U.S. 311 SITE
25 40 acres
16 70 acres
16 70 acres
65.7%
120 in/acre
C
90
s S *ORAq E�fEI�t
:-
I
to
p
728.00 It
Cw at user=
3.00
Cd at nser-
0.60
1
0 35
5.79
2540
51.48
ht-
0.85
25.40
1497-
0.85
25.40
29 14
Temp. Sediment Storage Volume:
12 ac'in/ac
ss= (area -0 5.43580y12= 30,310.50 d
Perm. Sediment Storage Volume:
1/8 ac'intac
ss= (area'0125- 43560y12= 11,526 d
Permanent Pool Volume:
pp= (area'fache43560u12= 110,647 d
Total Pond Volume:
TPV= 152,483 d
INVERT OUT OF BARREL 72250
Top of Dam Elevation: 730.00
Dam Width: 10
Riser
Diameter of dw-
36 00 in
Elev, of riser top=
728.00 It
Cw at user=
3.00
Cd at nser-
0.60
Trash Rack =
54 00 in
Barrel
Diameter of barrel= 24 00 in
Inv in= 723.50 R
10 -YEAR FLOW BEFORE ROUTING
10 -YEAR FLOW AFTER ROUTING
100 -YEAR FLOW AFTER ROUTING
Ks= 35413.61 a= 10 47
b= 1.10
Page 3 Wet Pond

Inv Out= 72250
Length of barrel= 74 00 ft
Cdb= 0.60
Slope= 1.35%
Emergency Spillway
Cw=
3.00
Ecr=
729 00 ft
Dam width=
10 00 ft
Side Slope (Hor to Vert)
3 •1
Bottom Width in Feet (Lw)
10
Slope in %
001
Manning n
0 062
Depth (ft)
005
Flow (cis)
0.02
Velocity (ft/sec)
003
Tractive Force (IbMA2)
000
Anti - flotation Device
Riser Height (ft.)- 45
Barrel Length to Dam (ft.)• 10
Weight of Water Displaced by Riser (Ib)-
Weight of Water Displaced by Barrel (Ib).
Weight of Water Displaced by Concrete (lb ):
TOTAL.
Weight of Concrete Block (lb.):
Factor of Safety: 152
Size of Anti -seep Collars (in.) so
Stage Storage Function
00001
1984
1959
0
3943
6000
Conte
Contour
Ares
Icier
Vol
(GUA,
'Acoum
fit
- 6r&
bt2:
Stags
Zest
72300
3496400
72400
3741500
361895
36189.5
1050
0.00
10
1.0
72500
3993500
38675.0
74864.5
11.22
0.69
20
2.0
72600
4251200
41223.5
1160880
1166
1.10
30
2.9
72700
4514500
43828.5
159916.5
11.98
1.39
4.0
39
72800
4783500
464900
206406.5
12 24
1.61
50
5.0
729.00
5058200
49208.5
255615.0
12.45
1.79
so
6.0
73000
5338500
519835
307598.5
12.64
195
70
7.2
Page 4 Wet Pond

Routing 10 Year Storm
MAX STAGE ELEV 728 65
MAX FLOW CFS: 14 92
5148
P= 2 72
i= 1.36
Tp= 65 09 First Time Step=
s= 1.11 Time Step 651
O•= 173
Fhrk
_ +"
Cu
ftP
Ou�4w
'Ridgy
ww
Riser
Qriiice
dr8
Bdde!
O fte,
C/8
Hydrardic
Grade
- da
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SpMway
(do)
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14025088
726.50
0.00
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22.51
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140250.88
726.50
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140257.56
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2627
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216165.15
728.19
2.32
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225462.85
728.39
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26.54
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14.92
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118.16
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12.93
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163.73
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r
Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968
Asheboro, NC 27204
Phone: [phone] - Fax: [phone]
January 3, 2013 3 14
Re: Ace /Avant
Stormwater Plans
Hwy 311
Randolph County, NC
SEA Job No. E -2137
Ms. Annette Lucas, PE
North Carolina Division of Water Quality
Wetlands & Stormwater Unit
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
(" Dear Ms. Lucas:
Please find enclosed 5 copies of the Preconstruction Notification Forms(PCN) with all
pertinent information and two (2) completed Stormwater permit applications including
the Supplement forms for the three (3) bio -cells and one (1) wet detention ponds on this
project.
Should you have any questions or comments or need additional information, please do
not hesitate to call or email me.
Very Truly Yours,
Summey En ineeeying sociates, PL C
HVMack Su mmey, Jr., PE
HMSJ/hmsj
c: File

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Page 9 Wet Pond

Routing 100 Year Storm
P= 377 Emergency Spillway Activated
MAX STAGE- 729.05 I= 189
MAX FLOW 29.14 Tp= 73.20 First Time Ste; 1
s= 111 Time Step= 732
Q'= 2.70
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0.00
0.00
1.03
28.30 1
26.40
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1999.26
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207574 27
72800
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000
102
28.30
2640
000
2006.58
0.00
207573.93
72800
0.00
000
1.02
2830
2640
0.00
2013.90
0.00
207573.60
728.00
000
0.00
1.02
2830
2640
000
202122
000
207573.27
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1.01
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101
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Page 14 Wet Pond

Permit Number
(to be prodded by DWQ)
AVA roF wn rF90
&o
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PRbJECT INFORMATION
=
Project name
Ace Avante E -2137
Contact name
Mack Summey
Phone number
3361326.0902
Date
December 6, 2012
Drainage area number
I�,.DE$(QN' INF9�kilON _ - _ _ - -; _ r• - . _ ,
Site Characteristics
Drainage area
115,947 ft
Impervious area
17,652 ftz
Percent impervious
15.2% %
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is prelpost control of the 1 -yr, 24-hr peak flow required?
Y (Y or N)
1 -yr, 24 -hr runoff depth
2.8 in
1 -yr, 24-hr intensity
0.12 in/hr
Pre - development 1 -yr, 24-hr peak flow
0.110 ft3 /sec
Post - development 1 -yr, 24-hr peak flow
0.270 ft3 /sec
Pre/Post 1 -yr, 24-hr peak control
0,160 ft3 /sec
Storage Volume: Non-SA Waters
Minimum volume required
1,810.0 ft3
Volume provided
2,000.0 ft3
Storage Volume: SA Waters
1.5° runoff volume ft
Pre- development 1 -yr, 24-hr runoff t3
Post - development 1 -yr, 24-hr runoff ft3
Minimum volume required 0 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In -situ soil:
Soil permeability
Planting media soil•
Soil permeability
Soil composition
% Sand (by volume)
% Fines (by volume)
% Organic (by volume)
Phosphorus Index (P- Index) of media
Form SW401- Bioretenton -Rev 8
June 25, 2010
12 inches
1.00 ft
2,000.0 ft'
125 ft
16 It
It
12 hr
12 hr
24 hr
0.60 in/hr
1.00 in/hr
OK
OK
OK
OK
OK
OK
OK
OK
OK
85% OK
10% OK
5% OK
Total: 100%
29 (unitless) OK
Parts I and 11 Design Summary, Page 1 of 2

Permit Number
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation
741.00 fmsl
Type of bioretention cell (answer °Y" to only one of the two
following questions):
Is this a grassed cell?
Y
(Y or N)
OK
Is this a cell with treestshrubs?
N
(Y or N)
Planting elevation (top of the mulch or grass sod layer)
740 fmsl
Depth of mulch
3 inches
OK
Bottom of the planting media soil
738 fmsl
Planting media depth
2 ft
Depth of washed sand below planting media soil
0.33 ft
Are underdrains being installed?
Y
(Y or N)
How many dean out pipes are being installed?
2
OK
What factor of safety is used for sizing the underdrains? (See
10
OK
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required
736.67 fmsl
SHWT elevation
732 fmsl
Distance from bottom to SHWT
4.67 ft
OK
Internal Water Storage Zone (IWS)
Does the design include IWS
Y
(Y or N)
Elevation of the top of the upturned elbow
fmsl
Separation of IWS and Surface
740 ft
Planting Plan
Number of tree species
0
Number of shrub species
0
Number of herbaceous groundcover species
3
OK
Additional Informadon
Does volume in excess of the design volume bypass the
Y
(Y or N)
OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
Y
(Y or N)
OK
through a vegetated filter
What is the length of the vegetated filter
20 ft
Does the design use a level spreader to evenly distribute flow?
N
(Y or N)
Show how flow is evenly distributed.
Is the BMP located at least 30 feet from surface waters (50 feet if
Y
(Y or N)
OK
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Y
(Y or N)
OK
Are the vegetated side slopes equal to or less than 3:1?
Y
(Y or N)
OK
Is the BMP located in a proposed drainage easement with access
Y
(Y or N)
OK
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
1 ft/sec
OK
Is the area surrounding the cell likely to undergo development in
N
(Y or N)
OK
the future?
Are the slopes draining to the bioretention cell greater than 20 %?
N
(Y or N)
OK
Is the drainage area permanently stabilized?
Y
(Y or N)
OK
Pretreatment Used
(Indicate Type Used with an °X° in the shaded cell)
Gravel and grass
(8inches gravel followed by 3-5 ft of grass)
Grassed Swale
X
OK
Forebay
Other
Form SW401- Bioretention -Rev 8
June 25, 2010 Parts I and 11 Design Summary, Page 2 of 2

Permit Number.
(to be provided by DWQ)
of ward
H=HR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
E : PROJECT INFORMATION
Y (Y or N)
Project name
Ace Avante E -2137
Contact name
Mack Summey
Phone number
3361328.0902
Date
December 6, 2012
Drainage area number
2
p- 09S16N INFORMATION
16 ft
Site Characteristics
-or- Radius
Drainage area
18,235 ft2
Impervious area
7,897 f}3
Percent impervious
43.3% %
Design rainfall depth
1,0 inch
Peak Flow Calculations
Is pre/post control of the 1 -yr, 24-hr peak flow required?
Y (Y or N)
1 -yr, 24-hr runoff depth
2.8 in
1 -yr, 24-hr intensity
0.12• in/hr
Pre - development 1 -yr, 24 -hr peak flow
0.018 ft31sec
Post-development 1 -yr, 24-hr peak flow
0.043 ft3 /sec
PrelPost 1 -yr, 24 -hr peak control
0.025 ft3 /sec
Storage Volume: Non -SA Waters
Minimum volume required 670.0 ft3
Volume provided 890.0 ft3 OK
Storage Volume: SA Waters
1.5° runoff volume
ft3
Pre- development 1 -yr, 24-hr runoff
ft3
Post -development 1 -yr, 24 -hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
to
Cell Dimensions
Ponding depth of water
12 inches
OK
Ponding depth of water
1.00 ft
Surface area of the top of the bioretention cell
890.0 ft,
OK
Length:
56 ft
OK
Width:
16 ft
OK
-or- Radius
ft
OK
Media and Soils Summary
5%
OK
Drawdown time, ponded volume
12 hr
OK
Drawdown time, to 24 inches below surface
12 hr
OK
Drawdown time, total:
24 hr
In -situ soil.•
Soil permeability
0.60 in/hr
OK
Planting media soil.•
Soil permeability
1.00 in/hr
OK
Soil composition
% Sand (by volume)
85%
OK
% Fines (by volume)
10%
OK
% Organic (by volume)
5%
OK
Total: 100%
Phosphorus Index (P- Index) of media
29 (unitless)
OK
Form SW401- Bioretenton -Rev 8
June 25, 2010
Parts I and 11 Design Summary, Page 1 of 2

Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer °Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with treestshrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mule
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many dean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated flier?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet If
SA waters)?
Is the BMP localed at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an °X° in the shaded cell)
Gravel and grass
(8inches gravel followed by 3-5 ft of grass)
Grassed Swale
Forebay
Other
Permit Number
(to be provided by DWQ)
739.00 fmsl
Y (Y or N) OK
N (Y or N)
738 fmsl
3, inches OK
736 fmsl
2 ft
0.33 ft
Y (Y or N)
1 OK
10 OK
1ft
734.67 fmsl
732 fmsl
2.67 ft OK
Y (Y or N)
fmsl
738 ft
0
0
3 OK
Y (Y or N) OK
Y (Y or N) OK
Zu it
N (Y or N) Show how flow is evenly distributed.
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
1 ft/sec OK
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
X OK
Forth SW401- Bioretenton -Rev.e
June 25, 2010 Parts I and 11 Design Summary, Page 2 of 2

Permit Number.
(to be provided by DWQ)
AM ��DF WATF9O�
WDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This forrn must be filled out printed and submitted.
The Required Items Checldist (Part 111) must be printed, filled out and submitted along with all of the required information.
1., PROJECT INFORMATION':
Y (Y or N)
Project name
Ace Avants E -2137
Contact name
Mack Summey
Phone number
3361328-0902
Date
December 6, 2012
Drainage area number
3
I OERIGN INFORMATION
Site Characteristics
Drainage area 20,266 ft
Impervious area 3,997 ft
Percent impervious 19.7% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is prelpost control of the 1 -yr, 24-hr peak flow required?
Y (Y or N)
1 -yr, 24-hr runoff depth
2.8 in
1 -yr, 24-hr intensity
0.12 inthr
Pre- development 1 -yr, 24 -hr peak flow
0.020 ft3 /sec
Post - development 1 -yr, 24-hr peak flow
0.5W ft3 /sec
Pre/Post 1 -yr, 24-hr peak control
0.028 ft3 /sec
Storage Volume: Non-SA Waters
Minimum volume required
385.0 ft3
Volume provided
420,0 ft3
Storage Volume: SA Waters
1.5" runoff volume
ft3
Pre-development 1 -yr, 24-hr runoff
ft3
Post - development 1 -yr, 24-hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
ft3
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surfaos
Drawdown time, total:
In -situ soil:
Soil permeability
Planting media soil.-
Soil permeability
Soil composition
% Sand (by volume)
% Fines (by volume)
% Organic (by volume)
Phosphorus Index (P- Index) of media
Form SW401- Biomtention -Rev 8
June 25, 2010
12 inches
1.00 ft
420.0 ftz
42 ft
loft
ft
12 hr
12 hr
24 hr
0.60 in/hr
1.00 in/hr
OK
OK
OK
OK
OK
OK
OK
OK
OK
85% OK
10% OK
5% OK
Total: 100%
29 (unitless) OK
Parts I and 11 Design Summary, Page 1 of 2

Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer °Y° to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with treestshrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP localed at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(flinches gravel followed by 3-5 ft of grass)
Grassed Swale
Forebay
Other
Form SW401- Bioretenton -Rev 8
June 25, 2010
Permit Number
(to be provided by DWQ)
737.00 fmsl
Y (Y or N) OK
N (Y or N)
736 fmsl
3 inches OK
734 fmsl
2 f
0.33 ft
Y (Y or N)
1 OK
10 OK
1ft
732.67 fmsl
730 fmsl
2.67 ft OK
Y (Y or N)
fmsl
736 ft
0
0
3 OK
Y (Y or N) OK
Y (Y or N) OK
20 tt
N (Y or N) Show how flow Is evenly distributed.
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
1 ft/sec
OK
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
X OK
Parts I and 11 Design Summary, Page 2 of 2

Permit No
(to be provided by DWQ)
\o�ot W A
TF9OG
WNW o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submilled.
The Required ftems Checklist (Part 111) must be printed, filled out end subrrdted along with all of the required inforeon.
L MOU INF.ORMATlE)lt
Project name Ace Avants E -2137
Contact person H. Mack Summey, Jr. PE
Phone number 336/ HIM2
Date 121612012
Drainage area number 4
•0ES1(�fINFdR11fAi(O�E _ _ - - w - ..: - � _ "' .; .. - .
Sibs 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 pre/post control of the 1 yr 24hr storm peak flow required?
1 -yr, 24-hr rainfall depth
Rational C, pre-development
Rational C, post-development
Rainfall intensity. 1 -yr, 24-hr storm
Pre-development 1 -yr, 24-hr peak flow
Post-development 1 -yr, 24-hr peak flow
Pre/Post 1 -yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1011 vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state4equired temp. pool?
Elevation of the top of the additional volume
1,106,424 fe
727,452 fe
65.75%
1.0 in
59,169 fe
68'748 fe OK, volume provided is equal to or in excess of volume required.
fl
fe
fe
fe
Y (Y or N)
2.8 in
0.35 (unitless)
0.85 (unitless)
0.12lrtlhr OK
1.07 f131sec
2.59 fe/sec
1.52 ft'lsec
728.00 fmsl
726.50 fmsl
718.00 fmsl
7272 fmsl
726.00 fmsl
723.50 fmsl
722.50 fmsl
1.00 ft
N (Y or N)
fmsl
Form SW401 -Wet Detention Basin -Rev 94/18112 Parts I & 11 Design Summary, Page 1 of 2

0. DESIGN INFORMATION
Surface Areas
Area, temporary pool 47,835 fe
Area REQUIRED, permanent pool 41,933 fe
SAIDA ratio 3.79 (unidess)
Area PROVIDED, permanent pool, Ap,,, _,w 43,829 fe OK
Area, bottom of 1 Oft vegetated shelf, Abd-dw 39,700 W
Area, sediment cleanout, top elevation (bottom of pond), Aw_,w 36,190 ft`
Volumes
Volume, temporary pool
68,748 fe
OK
Volume, permanent pool, V,,,,,_,d
70,254 fe
it?
Volume, forebay (sum of forebays I more than one forebay)
14,563 fe
Driving head (H,)
Forebay % of permanent pool volume
20.7% %
OK
SAIDA Table Data
( unitless)
Coefficient of discharge (Q
Design TSS removal
90%
ft
Coastal SAIDA Table Used?
N (Y or N)
Pre - development 1 -yr, 24-hr peak flow
MountainlPiedmont SAIDA Table Used?
Y (Y or N)
2.59 ft /sec
SAIDA ratio
3.79 (unitless)
Storage volume drewdown time
Average depth (used in SAIDA table):
(Y or N)
OK
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool. V,_pw
70,254 ft
Area provided, permanent pool, Ap ,,,,_p„ 1
43,829 fly
Average depth calculated
3.00 ft
OK
Average depth used in SAIDA, de/ (Round to nearest 0.5ft)
3.0 ft
OK
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A,,,,_pw
43,829 ft`
Area, bottom of 10ft vegetated shelf, Abi &a
39,700 ft`
Area, sediment cieanout, top elevation (bottom of pond), A*_,,
36,190 fe
*Depth" (distance b/w bottom of 10ft shelf and top of sediment)
2.50 ft
Average depth calculated
3.00 ft
OK
Average depth used in SAIDA, d,, (Round to down to nearest 0 5ft)
3.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
3.00 in
Area of orifice ('If- non - circular)
it?
Coefficient of discharge (Co)
0.60 ( unitless)
Driving head (H,)
1.50 ft
Drawdown through weir?
N (Y or N)
Weir type
( unitless)
Coefficient of discharge (Q
(unidess)
Length of weir (L)
ft
Driving head (H)
ft
Pre - development 1 -yr, 24-hr peak flow
1.07 fe /sw
Post - development 1 -yr, 24-hr peak flow
2.59 ft /sec
Storage volume discharge rate (through discharge orifice or weir)
0.05 fe /sec
Storage volume drewdown time
3.10 days OK draws down in 2-5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of fiowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Permit No
(to be prowdad by DWQ)
Form SW401 -Wet Detention Basin -Rev 94/18/12 Parts I & 11 Design Summary, Page 2 of 2
3 :1
OK
10 :1
OK
10.0 ft
OK
3 :1
OK
3.0 :1
OK
Y
(Y or N)
OK
1.0 ft
OK
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Gate valve on riser to drain water
Permit No
(to be prowdad by DWQ)
Form SW401 -Wet Detention Basin -Rev 94/18/12 Parts I & 11 Design Summary, Page 2 of 2

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BW elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BW.
Important operation and maintenance procedures:
- Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
- Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
- Heavy equipment will NEVER be driven over the bioretention cell.
- Special care will be taken to prevent sediment from entering the bioretention cell.
- Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
Form SW401- Bioretention O &M -Rev.3
Page 1 of 4

Form SW401- Bioretention O &M -Rev.3 Page 2 of 4
BMP element:
The pretreatment area
Potential problems:
Flow is bypassing
pretreatment area and/or
gullies have formed.
How I will remediate the problem:
Regrade if necessary to route all
flow to the pretreatment area.
Restabilize the area after rading.
Sediment has accumulated to
a depth greater than three
inches.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion roblems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
vegetation
Best professional practices
show that pruning is needed
Prune according to best professional
practices.
to maintain optimal plant
health.
Plants are dead, diseased or
dying•
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
The bioretention cell:
soils and mulch
Tree stakes /wires are present
six months after planting.
Mulch is breaking down or
has floated away.
Remove tree stake/ wires (which
can kill the tree if not removed).
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
Soils and /or mulch are
clogged with sediment.
a maximum de th of three inches.
Determine the extent of the clogging
- remove and replace either just the
flop layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
An annual soil test shows that
pH has dropped or heavy
metals have accumulated in
the soil media.
I
sediment and remedy the problem if
possible.
Dolomitic lime shall be applied as
recommended per the soil test and
toxic soils shall be removed,
disposed of properly and replaced
ith new lantin media.
Form SW401- Bioretention O &M -Rev.3 Page 2 of 4

BMP element:
Potential problems:
How I will remediate the problem:
The underdrain system
if applicable)
Clogging has occurred.
Wash out the underdrain system.
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
outlet.
Quality 401 Oversight Unit at 919 -
733 -1786.
Form SW401- Bioretention O &M -Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Ace /Avant
BMP drainage area number:- 1, 2 & 3
Print name: _ Tracy Matson
Title: Owner
Address: 109 Seminole Drive Archdale NC 27263
Phone: [phone]
Sign --
Date:�
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, - ocr;xct ?1 Qnni
a Notary Public for the State of
A/Dr`rh 06 ro%het. , County of &do 1jeA , do hereby certify that
%L�Ctf
Jot-
personally appeared before me this 1A1
day of December , ap/X , and acknowledge the due execution of the
forgoing
bioretention maintenance requirements. itness m hand and official
ERIKA PENNINGTON
NOTARY PUBLIC
Rod*4 Ar-
My Commission EVIres:
SEAL
My commission expires 7
seal,
Form SW401- Bioretention I &M -Rev. 2 Page 4 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BW. This maintenance record will be kept in a
log in a known set location. Any deficient BUF elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BW.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be mmmuzed to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
The entire BMP
Potential problem:
Trash debris is resent.
How I will remediate the roblem:
Remove the trash debris.
The perimeter of thArea
9wet
detention basin
s of bare soil and /or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -time fertilizer application.
Vegetation is too short or too
long.
Maintain vegetation at a height of
approximatelv six inches.
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential Problem:
How I will remediate the problem:
The inlet device: pipe or
swale
The pipe is clogged.
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
otherwise damaged.
Replace the pipe.
Erosion is occurring in the
swale•
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
original design depth for
sediment storage.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMW.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
Prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
show that pruning is needed
Prune according to best professional
practices
to maintain optimal plant
health
Plants are dead, diseased or
Determine the source of the
dying•
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application to establish the
ground cover if a soil test indicates
it is necess
The main treatment area
Weeds are present.
Sediment has accumulated to
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the Plants rather than spraying.
Search for the source of the
a depth greater than the
original design sediment
storage depth.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
50% of the area.
Consult a professional to remove
and control the algal growth.
Cattails, phragmites or other
invasive Plants cover 50% of
the basin surface.
Remove the plants by wiping them
with pesticide (do not spray).
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem:
How I will remediate the roblem:
The embankment
Shrubs have started to grow
on the embankment.
Remove shrubs immediately.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present:
consult a professional to remove
beavers.
A tree has started to grow on
the embankment.
Consult a dam safety specialist to
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
outlet
Wager Quality Regional Office, or
the 401 Oversight Unit at 919 -733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
66111 in the blanks)
Permanent Pool Elevation 726.5
723.5 Pe en Pool
--------------- - Volume Sediment Removal Elevation 723.5 Volume
723.0 ft Min. --------------------------------
Sediment Bottom Elevation 723 1 -ft n
Storage Sedimer
FOREBAY MAIN POND Storage
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Ace -Avant
BMP drainage area number: 4
Print name:_ Tracy Matson
Title: Owner/Manaaer
Address: 109 Seminole Dr. , Archdale NC 27263
Phone: 336 - 431 -5852
Date: /e2 - / �4 _ J-2
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, jEr7ka (Penn tbn , a Notary Public for the State of
/Jro✓fl1 6rVOK- , County of (oi do hereby certify that
cc Cy Mafc&1 personally appeared before me this
day of `�pcpm{�p� o?D t �- , and acknowledge the due execution of the
forgoing wet d
seal, FA
ERIKA PENNINGTON
NOTARY PUBLIC
P
My aaun"fl tl0i ► -La-�. b
SEAL
requirements. Witness my hand and official
My commission expires .' 1 a- Ro l eo
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 4 of 4

Date Received Fee Paid Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non - Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Ace /Avant
2. Location of Project (street address):
Near 5093 US HM 311
City:Sophia County:Randolph Zip:27350
3. Directions to project (from nearest major intersection):
From Raleigh take I-85 south to Greensboro Take Hwy 220 south toward Asheboro Take 311 north toward
High Point, turn left on Old Way Rd, Site is 010 miles on right.
4. Latitude:35* 81' 65" N Longitude: -79° 85' 07" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU -102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
Permit numberN/A , its issue date (if known)________, and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, N/A and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1- 877 - 623 - 6748):
❑CAMA Major ®Sedimentation /Erosion Control: 30 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts 83' Perm, 15' Temporary
b. If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permit-Ace/Avant Rando - 2012 -017 (Land Quality - 3 -16-12 U) S Army Coro
404, Action ID 201201202, NW 14,8/14/2012
5. Is the project located within 5 miles of a public airport? ❑No ❑yeS
If yes, see S.L. 2012 -200, Part VI: http:// portal .ncdenr.orgweb /wq/ws /su /statesw /rules laws
Form SWU -101 Version 06Aug2012 Page i of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant /Organization:Ace Avant
Signing Official & Title:Mr. Tracy Matson, Owner
b. Contact information for person listed in item la above:
Street Address: 109 Seminole Drive
City: Archdale State: NC Zip: 27263
Mailing Address (if applicable): 109 Seminole Dr.
City: Archdale State: NC Zip: 27263
Phone: (336 ) 431 -5852 Fax: (336 ) 431 -0081
Email: Tmatson ®aceavant.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2, a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner /Organization: Ace/Avant Real Property Company, LLC
Signing Official & Title: Tracy Matson, Owner
b. Contact information for person listed in item 2a above:
Street Address: 109 Seminole Drive
City: Archdale State: NC Zip: 27263
Mailing Address (if applicable): 109 Seninole Drive
City: Archdale State: NC Zip:27263
Phone: (336 ) 431 -5852 Fax: (336 ) 431 -0081
Email:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person /Organization: H. Mack Summey, Jr., PE
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address: PO Box 968
City: Asheboro State: NC Zip: 27204
Phone: (336 ) 328-0902 Fax: (336 ) 328-0922
Email: mack ®asheboro.com
4. Local jurisdiction for building permits: RandolphCounly
Point of Contact: David Bryant Phone #: (336 ) 318 -6560
Form SWU -101 Version 06Aug2012 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below, bri efly summarize how the stormwater runoff will be treated.
Stormwater will be treated in 4 BMP's. 1- Detention Pond to treat the majority of the site and 3 smaller
bioretention ponds to treat the access drive into the property
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Yadkin River basin.
4. Total Property Area: 65.683 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area +: 65.683 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHwI line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHVV) line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non - coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 26.45 %
9. How many drainage areas does the project have? 4 (For high density, count 1 for each proposed engineered
stormwater BMP. For low densihj and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Receiving Stream Name
UT - 'Caraway Cr
UT - Caraway Cr
150,000
UT - Caraway Cr
UT - Caraway Cr
Stream Class *
WS Ill
WS Ill
WS111
WS111
Stream Index Number *
0
32,758
On -site Sidewalks (so
Total Drainage Area (sf)
115,947
16,762
17,554
1,106,424
On -site Drainage Area (so
115,947
16,762
17,554
1,106,424
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area* * (so
17,652
7,900
4,019
727,452
% Impervious Area** total
15.2%
47.1%
22.9%
65.75%
Is=
On -site Buildings/Lots (sf)
MENEM=
0
150,000
0
On -site Streets (so
17,652
7,900
22,300
On -site Parking (so
0
0
32,758
On -site Sidewalks (so
0
0
0
0
Other on -site (so
0
0
0
522,394
Future (sf)
0
0
0
0
Off -site (so
0
0
0
0
Existing BUA*** (so
0
0
0
0
Total (so:
17,652
7,900
4,019
727,452
Srreum Cross ana inaex Number can oe aeterminea at. nttn :/mortai.ncaenr.or fwR ebfwy[ps/csu/classi cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU -101 Version 06Aug2012 Page 3 of 6

'Report only that amount of existing BLIA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BI.iA.
11. How was the off -site impervious area listed above determined? Provide documentation. Survey &
GIS TORgWaRluc Information
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCA C 02B. 0600.
V. SUPPLEMENT AND O &M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from h2R : / /porta1.ncdenr.org /web /wq /ws /su /bmp- manual.
VI. SUBMTI°TAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htW: / /Rortal.ncdenr.org /web /wq/ws /su /statesw /forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map ath2p://Rortal.ncdenr-or /web/wo/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from h!W://Rortal.ncdenr.org/web/iM/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. �k
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants WA
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) ' O &M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http:/ /www.envhelR. pages /onesto_pexpress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment /managementfor
the project This is required in addition to the brief summary provided in the project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the f3L
receiving stream drains to class SA waters within r/s mile of the site boundary, include the Y2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including
a. Development /Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the WM or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal wafters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off - site), drainage easements, pipe sizes, runoff calculations.
Fonm SWU -101 Version 06Aug2012 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify Fr—
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5 "x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, (910) 796 - 7378.)
10. A copy of the most current property deed. Deed book: 1988 Page No: 1185-
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC_
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and /or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://www.secr@L&M.stabe.nc.us/CoM2rations/CSearch.asRx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
ft://portal.ncdenr.org/web/mM/­ws/su/statesw/­forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and /or firm (such as a
consulting engineer and /or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:
Consulting Firm:
Mailing Address:
City:
Phone: ( )
Email:
State: Zip:
Fax: ( )
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU -101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and /or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name /Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143 -215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143- 215.6.
Signature: Date:
a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Tracy Matson
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signa r Date:__
I, E(AdL" 104 a Notary Public �foorr the State of-A161 ' "— �I 0` County of
t1 do-hereby certify that Mel I it (1 personally appeared
before me this "t day of - \ X�10Es fFAQQf V)Q and ac Jidgef ue ex tion of the application for
a stormwater permit. Witness my hand and official seal, �
ERIKA PENNINGTON
NOTARY PUBLIC
Ra &
my conmdn Bxpires:.1
SEAL
My commission expires —1 • 101" -0 0
Form SWU -101 Version 06Aug2012 Page 6 of 6

Scott F. Cole
Licensed Soil Scientist
312 Copple's Road Ext.
Asheboro, NC 27205 -0711
336.460.4554
Summey Engineering Associates
Attn: Mr. Mack Summey
1342 E. Salisbury Street
Asheboro, NC 27203
August 23, 2012
Re: Identification of the seasonal high water table; Ace Avant, New Market Township, Randolph County, PIN
7745730560.
Mr. Summey,
Per your request, soil conditions were evaluated within the areas shown on the attached map to determine the depth of the
seasonal high water table. Work was conducted to satisfy requirements set forth in the North Carolina Division of Water
Quality Stormwater Best Management Practices Manual. Samples were collected with hand augers.
The seasonal high -water table is determined by a field evaluation for soil wetness conditions. Soil wetness conditions are
determined by the presence of redoximorphic (redox) features with a chroma of 2 or less (in Munsell color notation) in
mottles or the horizon matrix. Colors of chroma 2 or less due to relic minerals from the parent material (underlying rock)
or anaerobic activity created by placement of fill material are not considered as indicators for seasonal high water.
RESULTS
Two areas of the property were evaluated for the presence of the SHWT. Multiple soil borings were evaluated within
each area to determine SHWT depth. Data for each location is below and is also shown on the attached map. Contour
data was obtained from NC DOT GIS division.
Test location #
Beginning Elevation
Total Depth
Bottom Elevation
SHWT
I
746'
12'
1
734'
Not observed
2
735'
9'
726'
Not observed
Please note that SHWT depths vary across the terrain and although evidence of the SHWT was not observed within the
areas evaluated, it cannot be guaranteed that the SHWT will not be encountered if storm water control devices are placed
well outside the test areas.
I am pleased to be of service in this matter and can be contacted at your convenience should you have questions
concerning information within this report.
Thank you,
Sco . Cole
North Carolina Licensed Soil Scientist
soil sA, yC�\
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North Carolina Secretary of State
Page 1 of 2
41. ;r' �.'`
North Carolina
Status:
Elaine F. Marshall DEPARTIMEN�T OFTfiE
Effective Date:
Secretary SECREIARYOF MATE
a i»av;:'ca
PO Box 29622 Ralelgh, NC 276260622 (919W7-200
Date: 12/10/2012
Click here to:
View Document Filings I File an Annual Report I
J Print a Pre - populated Annual Report Fillable PDF Form I Amended A Previous Annual Report I
Corporation Names
Name Name Type
NC ACE/AVANT REAL PROPERTY LEGAL
COMPANY, LLC
Limited Liability Company Information
SOSID:
0576217
Status:
Current -Active
Effective Date:
1/3/2001
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: MATSON, TRACY
Office Address: 3760 STANLEY HILL ROAD
SOPHIA NC 27350
Mailing Address: 3760 STANLEY HILL ROAD
SOPHIA NC 27350
Principal Office
Office Address: 109 SEMINOLE DRIVE
ARCHDALE NC 27263
Mailing Address:
Officers
109 SEMINOLE DRIVE
ARCHDALE NC 27263
Title: MANAGER
Name: DAVE W. SOMERO
Business Address: 53 WHEELER ROAD
NEW IPSWICH NH 03071
Title: MEMBER
Name: MICHAEL SOMERO
Business Address: 3537 THAYER ROAD
TRINITY NC 27370
Title: MEMBER
http: / /www. secretary. state. nc. us /corporations /Corp.aspx ?Pitemld= 5299708 12/10/2012

North Carolina Secretary of State Page 2 of 2
Name: TRACY MATSON
Business Address: 3760 STALEY HILL RD
SOPHIA NC 27350
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3782
http: / /www. secretary. state. nc. us / corporations /Corp.aspx ?PitemId= 5299708 12/10/2012

FILED Ann Shaw
Register of Deeds, Randolph Co.NC
Recording Fee: $23.00
NC Real Estate Ex Tx: $1114.00
0 e0390�i19771 1 1
20000030000197780 DEED
Bk:RE1888 Pg:1183
00/30/2008 10.31:22 AM 114
Mail to: Grantee, 109 SE%4 -wogs Dti AoxcWAl4 N C- Z'7Z63
Prepared by: Smtth,, Alexander & Morgan. L.L.P., Attorneys, Asheboro, NC 27203
Excise Tax: 4F I 11r-
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED is made this 29th day of August, 2006, by and between the following
Grantors and Grantees:
GRANTORS: CHARLES B. HARTLEY and wife,
ADA HARTLEY;
SPENCER J. HARTLEY and wife,
METTA R. HARTLEY
GRANTEES: ACEIAVANT REAL PROPERTY COMPANY, LLC
This designation Grantors and Grantees as used herein shall include said
parties, their heirs, successors, and assigns, and shall signify either singular, plural,
masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantors, for a valuable consideration paid by the
Grantees, the receipt of which is hereby acknowledged, has and by these presents
does grant, bargain, sell and convey unto the Grantees in fee simple that certain lot or
parcel of land situated in New Market Township, Randolph County, North Carolina,
which is more particularly described as follows.
See ATTACHMENT A — Description attached hereto and Incorporated
herein by reference.

iipmii Illlliiiii
REISM 1168 214
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges
and appurtenances thereto belonging to the Grantees in fee simple.
And the Grantors covenants with the Grantees, that Grantors are seized of the
premises in fee simple, has the right to convey the same in fee simple, that title is
marketable and free and clear of all encumbrances, and that Grantors will warrant and
defend the title against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals
the day and year first above written.
STATE OF NORTH CAROLINA, _TLeA11 County,
I. >ivanus T. rnrlolGrl , a Notary Public of the County and
State aforesaid, do hereby certify that CHARLES 13. HARTLEY and wife, ADA
HARTLEY. personally appeared before me this day and acknowledged the execution of
the foregoing instrument.
2006. Witness my hand and official stamp or seal, this the day of August,
%commission expires:
Cl0 n a,
Public - o • s -•,
Zj V 1 ON `�
�,,,,, 0a .: L, •,••,

iimiiiiliii1ll
RE1888 1187 314
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges
and appurtenances thereto belonging to the Grantees in fee simple.
And the Grantors covenants with the Grantees, that Grantors are seized of the
premises in fee simple, has the right to convey the same in fee simple, that title is
marketable and free and clear of all encumbrances, and that Grantors will warrant and
defend the title against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals
the day and year first above written.
STATE OF NORTH CAROLINA, Randolph County,
1, csz&slB A. BEADY , a Notary Public of the County and
State aforesaid, do hereby certify that SPENCER J. HARTLEY and wife, METTA R.
HARTLEY, personally appeared before me this day and acknowledged the execution of
the foregoing instrument.
2006. Witness my hand and official stamp or seal, this the _loth day of August,
My commission expires:
SBPTEMMM 19, 2010
Notary Public

�ii"llllllllllll
RE1888 1188 4/4
ATTACHMENT A
Description for
Ace /Avant Real Property Company, LLC
New Market Township, Randolph County, North Carolina:
TRACT NO. 1: BEING ALL of that 922.1005 acres lying off the
South side Of US Highway 311 as shown by plat entitled
"Property of Eleanor J. Hartley and recorded in Plat Book 39,
Page 87, in the office of the Register of Deeds of Randolph
County, North Carolina.
TRACT NO. 2: BEING ALL Of Tract No. 3 (containing 1.364 ages)
and Tract No. 2 (containing 0.264 acres) of property entitled
°W.A. Johnson Heirs as shown by plat recorded In Plat Book 89,
Page 10, In the office of the Register of Deeds of Randolph
County, North Carolina.

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