20060331 Ver 1_Other Documents_20120320

Summey Engineering Associates, PLLC
SEA Engineering • Land Planning • Consulting
PLLC PO Box 968 — Asheboro, NC 27204
RECEIVED (336) 328 -09021 Fax: [phone] Mack @asheboro.corn
far., Poet. of ENR
MAR 2012 TRANSMITTAL
W1nst0na$a1v1'1)
�glonal Office
March 19, 201n2
To: Attn: Shannon Leonard Ace Avant US Hwy 311 Property
NCDENR
Land Quality Division
585 Waughtown St. Erosion Control Plans
Winston -Salem NC 27107 SEA Job No. E -2137
We are sending you attached the following items:
❑ Shop Drawings ❑ Samples
❑ Prints ❑ Specifications
® Plans ❑ Disk
❑ Copy of letter
❑ Other
# Copies
Drawing #
Description
Disposition
1 set
For your review:
Plans
Remarks
c: File
Please let me know if anything else is needed.
Thanks,
H. Mack Summey, Jr.
By: H. Mack Summey, Jr.

North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
March 16, 2012
LETTER OF APPROVAL WITH MODIFICATIONS
AceAvant Real Property Company, LLC
Attn: Tracy Matson
109 Seminole Drive
Archdale, NC 27263
RE: Project Name: ACE /AVANT
Project ID: RANDO- 2012 -017 Acres Approved: 30.00
County: Randolph, Old Way Road, Randleman
River Basin: Cape Fear Stream Classification: Other
Submitted By: Mack Summ.ey, SEA, PLLC
Date Received by LQS: March 02, 2012
Plan Type: Revised
Dear Mr. Matson:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable with modifications and hereby issue this letter of Approval with Modifications. The
Modifications Required for Approval are listed on the attached page. This plan approval shall expire
three (3) years following the date of approval, if no land- disturbing activity has been undertaken, as
is required by Title 15A NCAC 4B .0129.
Please be advised that Title 15A NCAC 4B .01 1 S(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice
required by G.S. 113A- 61.1(a) of our right of periodic inspection to insure compliance with the
approved plan.
North Carolina's Sedimentation Pollution Control Program is performance- oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement
of this project, it is determined that the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A -S 1 through 66), this office may require revisions to the plan and implementation of the
revisions to insure compliance with the Act.
Winston -Salem Regional Office
585 Waughtown Street, Winston- Salem, North Carolina 27107 Phone: [phone] /Fax: [phone]

Letter of Approval With Modifications
Project: ACE /AVANT
March 15, 2012
Page 2 of 3
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may
also apply to this land - disturbing activity. This approval does not supersede any other permit or
approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
Pennit NCGO I000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you have provided. You are requested to file an amended
form if there is any change in the information included on the form. In addition, it would be helpful
if you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Shannon Leonard
Assistant Regional Engineer
LaridQ�ality Secbn
Enclosures: Certificate of Approval
Modifications Required for Approval
NPDES Permit
cc: Mack Surnmey, SEA, PLLC
WSRO -DWQ
WSRO File

Letter of Approval With Modifications
Project: ACE/AVANT
March 16, 2012
Page 3 of 3
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: ACE /AVANT
Project ID: RANDO- 2012 -017
County: Randolph
1. Silt fence shall be installed parallel along the stream channel leading to the proposed 48" RCP
during the clearing and grubbing phase. The silt fence must remain intact until road fill
placement begins.
2. The outlet protection below the 48" RCP shall conform to the existing channel.
3. A rock check dam with a T top crest width and maximum T height shall be installed at the limits
of disturbance below riser basin #5. This measure must remain intact until the outlet protection
for the barrel outlet is installed.
4. Inlet protection shall be provided for the 18" RCP off Old Way Rd.
S. In the Construction Sequence for installing the 48" RCP, the coffer dams shall be installed prior
to any disturbance and must remain intact and functional until all culvert construction is
completed and stabilized. This includes installing the outlet protection below the culvert outlet.
6. Rip -Rap Donut I=nlet Protection shall have a minimum top crest width of 3' and constructed of
Class B stone.
7. Riser Basin #1 shall have a 5" skimmer with a 4" orifice, Basin #2 shall have a 2.5" skimmer with
a 2.2" orifice, Basin 43 shall have a 2.5" skimmer with a 2.4" orifice, Riser Basin #4 shall have a
4" skimmer with a 3.3" orifice, Riser Basin #5 shall have a 4" skimmer with a 3.0" orifice.
8. The revised sheet #I (received by email on March 15, 2012) shall be submitted prior to the start
of land disturbance.

i`
GAROt���
NLY�
NILI
U
w
W
U
c,
cd
Cd
Cd
O C, U
cd
kr) O •�
cnn c I •� •�"'
O
E Q
•rp .� U
O o '
U N O U p •�'
od �
cd
4-4
. t1c�
T4 4-J
03 cn
0
e%
P��
r _
0
U
ct
Q}
:V
z
U
'o
a
W
ct3
O
qv
Z
8
r4liz
O

NPDES [Xj YES [ ] NO
FACILITY NUMBER: R.ANDO- zOti . 61-7
[' APPROVED [ j DISAPPROVED
[�] w/Modifcations
[ j w/Reservations
Project Name: ,qc� �rl ugN7
County: Rn�43tf
Responsible Party's Address:
(art 5Ch,,1,3ate fly.
:4 -r-rw ' 'Tm t /-4-737c-,j
Checklist [ J Yes. Keep paragraph 3
signed receipt letters with Checklist
[ J No. Delete paragraph 3
PLAN REVIEW COMMENTS
Acres: 3 ; C
Amount of Fee: $
Plan Received Date: �, (2 11 -�—
Fee Received Date:
For Signature By:
Submitted By: (send copy)
FAX#:
VoiceY:
RIVER BASIN: CZ�- 1l--
S:t,wj �1
ti s
a% =5s r 16
WATER CLASSIFICATION: [ ]Trout [ ] HQW [ x j Other
ARE DEWATERING DITCHES INVOLVED ?: [ ] Yes [ X ] No
REVISION
Modifications / Reservations / Comments:

!39 5S{
-:r
A:rs�aY..r
s' v
H
r
�l I f } Ise I lr� / /`���� 1 /' /�� .� \ } I �: / 1. 1:; : �r - -�_-'•
� -
/
\ \ ` \ \ I 1 11 1 / 1 / /� � pi � - -- }. +Ilrlr I 1 I r�r� t °• J- � I.
\ \ t y III 1 \..,, i.'; i/ � �' / /,�,�J��� ♦ f iil i r! 1 !,' ! � ` r
ir
rf,
el
♦�
\ \� \ \ \\ -' � - ����� \�l � 1` 1 it ,��-_ €' \.�.,. sl 1 -_ � ,�� � ♦\ `, \, �f[, /,' y
\
1
>��` --' I y \�' � -i�� _ �,��♦�`.�� �,,. J \ ♦,\ .I�11,� .a:- } I rrz; h , `fj, �� _ r;l ,�' rl
JIM
A , ,
fl � ,•'• g Ell
, r
irl;Ij�lrfli;l
'1 1 �l r Jlli';''lif {i1- lii r'f /r
fA ce
If
par 1? 11F
q Cn /f lril,`11'y:Ay / II! f
3 _ !
Ste' 03 r3 a'
bs yy fig �: Ss 5 S i 680•la `r //
LS e ^ e 4 [ of US Hwy 311 /
� 1 —
�FA
S FS� V
'�e ggrl, iSe�f.g^�'�ss�i�'r sses
AD
9I SS's Ngs_J„3 S�y$y3 3 SD
aEll?
SF3 ='en a $ Sp�3m4a�ys��H M 8
&' 3 id ti ^° a n3096g .^°.o' � •.3 i.,
3
f,wrosfnoa,6rervwftWely
Q SummeyFngirreeringf[ssocrates, PLLC
tai,
sne
nn:,eegmwum
2 -18-12
ACE AVANT US 311 SITE
� axw
,mm�runrnnaNwavn
� s .yr
NEW MOXETMP .- MNAOVHCOUlM- NOR7HCM011NA
P�„a,..garr „ESesgN

/ l S
4 1
f
IV. f
` l?
r
ill \ 4�j ! r
!
i \ 1 I41 I
WIND-
Immm
� r
` I
I •, rJ I �� f
-M /Iii i
, \��. ♦ >�
}\ }5 y ll I I,O�L %.+(,C � � -� — • I Ali �. }� l
I-
1 �i 3 � I 1 .� ♦ \•rill' '� I.
- �— �F---- F--- .— __�...� —�♦ — ~� ,!'�. 7ij;`p /�';j•1j�1f41 li�l• II';;1 4 4 r /
I 14 1 -- 7- -T--_` �1'— '- •T.%>''•`% r',L'I!��= J,? t; ! 1 I 1 ? � 1 /
1rr t / r , L r,r;•��j �r� %��� .' ,riroytr I ! I ! 1 �l /
Ir
Ir t I l l I l,.r.1,
1 \ \ \ ��� / / ' ?rill' J ;�� ��_/ /��• / � - -�
;
- �— �F---- F--- .— __�...� —�♦ — ~� ,!'�. 7ij;`p /�';j•1j�1f41 li�l• II';;1 4 4 r /
I 14 1 -- 7- -T--_` �1'— '- •T.%>''•`% r',L'I!��= J,? t; ! 1 I 1 ? � 1 /
1rr t / r , L r,r;•��j �r� %��� .' ,riroytr I ! I ! 1 �l /
Ir
Ir t I l l I l,.r.1,
1 \ \ \ ��� / / ' ?rill' J ;�� ��_/ /��• / � - -�
f1 x I!� yobs mY �N =q ^ va N r HN. t7
IA
�9 3S } ?A a s "M1 a�alV $S�= LB365�� I
�� a stl s 7�➢ e; ;s ga4y� i e s
__--------
_ - - - -�.
of US Hwy X15
F
A
-9.
f1 x I!� yobs mY �N =q ^ va N r HN. t7
IA
�9 3S } ?A a s "M1 a�alV $S�= LB365�� I
�� a stl s 7�➢ e; ;s ga4y� i e s

Mack Summe
From: Leonard, Shannon <shannon.Eeonard @ncdenr.gov> F RECFMO _I
P,C. E}se:. of fNR
Sent: Tuesday, March 13, 2012 8:32 AM
�Q
To: Mack Summey M _� L TAR
Subject: Ace /Avant wigvwnsalam,
offloe
Mack,
I have looked over the plans and have the following comments:
of The riser basins need to Have a minimum 8' top crest width on embankment. Correct plans and details.
A You'll need a coffer dam and construction sequence for installing the 48" RCP in a non - flowing stream.
v< Need to delete the skimmer/barrel symbol from the stream channel below the 48" RCP.
A' I'll need the calculations and dimensions of anti- floatation for riser basins on detail.
V!� Need to provide elevations for riser basins ( #1, #4, #5) of the following: top of dam, top of riser, bottom
of basin, emergency spillway. You can place this in a Table on Sheet 3 above your detail.
I'll need hard copies of all the plans by Thursday evening. I'll review the plans first thing on Friday morning
since I will be catching all my work up prior to being on vacation next week. Let me know if you have any
questions. Thanks.
Shannon Leonard
NC DENR Winston -Salem Regional Office
Division of Land Resources, Land Quality
585 Waughtown Street
Winston - Salem, NC 27107
Direct Dial Voice: (336) 771 -5037
Main Office Voice: (336) 771 -5000
FAX: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.

SUMMEY ENGINEERING ASSOCIATES, PLLC Project: Ace"AUANIV Job No: 15
1342 E. Salisbury St. 336-328-0902
Asheboro, NC 27203 fax [phone] Subject:kjp- rA r 4 Date:
[e-mail] PI;W— W
L&* Sheet: of
Yowmir Tlprc
I
�A-
(:-�
(4- k* ( ?-� r ee /&, *
1, Z � e"-J �e-' LM ( 0' )

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 -Asheboro NC 27203
Rhone - 336. - 328 -9922 Fax: [phone]
RISER - SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Tem ora Sediment Trap 1
DESIGN DATA
Runoff Coefficient ( C }
Intensity ( I) =
IN. /HR. 1D Year Storm
Drainage Area (A ) =
AC.
P
Disturbed Area =
AC.
Peak Inflow (Q=CIA) =
74.038 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = 32251 S. F. 0.01 Acre/ Peak Flow
Volume. Required = 36000 C.F. 1800 C.F. i Dist; Acre
DIMENSIONS PROVIDED
Bottom Width (ft) Top Width (ft)
Basin Size: Length ; 246 is 2:1 Ratio
Width = 119 127
Depth = 2' min depth
Surface Area Provided = 32255 S.F. YES
Volume Provided 61532 C.F. YES
Weir length = �yT . FT.

%
E
2 M �
E o 2
W
�
�
j
®
w
�
�
�
�
�Mv :.
_ E
ME
�
ON—�� ,��
� a+
.s
A w
■�
2
%
E
2 M �
E o 2
W
�
�
j
w O 0
>
�
�
_ E
��
%.�
.s
A w
■�
2
jo
/
>�
.
_
L
.�.
J
§ 0' 0'.
a
p OL

L mmey Engineering Associates, PLLC
neering - Land Planning - Consulting
Box 968 - Asheboro NC 27203
e - 336- 328 -0922 Fax; 336 - 328.0922
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporary Sediment Trap 2
DESION DATA
Runoff Coefficient ( C) Y
Intensity (I) =
IN./HR. 10 Year Storm
Drainage Area (A) =
AC.
Disturbed Area
AC.,
Peak Inflow ( Q =CIA) =
17.267 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = 7522 S.F. 0.01 Acre/ Peak Flow
Volume Required = 12600 C.F. 3600 C.F.1 Dist, Acre
DIMENSIONS PROVIDED
Bottom Width (ft) Top Width (ft)
Basin Size: Length = 116 2;1 Ratio
Width = 54 62
Depth = w
� ;� v. 2' min depth
E.
Surface Area Provided = 7688 S.F. YES
Volume Provided = 13952 C.F. YES
Weir length = §M -` FT.

k
�
N § 6
U 2
./
u
U
2
E k
0 0
2
'!
2.;
k
�
N § 6
U 2
./
u
2
E k
0 0
2
¢ LL U�
IBM
�
'C
@ �
�
■
E
�® 2 £ e
2 2 2 /. � ■ � �
2 c ) 0 0
0
�
./
� 3
IBM
�
'C
@ �
�
■
E
�® 2 £ e
2 2 2 /. � ■ � �
2 c ) 0 0
0

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336 -328 -0922 Fax: 336 - 328 -0922
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner;
Address:
E -2137
RANDOLPH COUNTY US 311 SITE
HWY 311
Randolph County
ACE -AVANT
HWY 311
Temporary Sediment Trao 3
DESIGN DATA
Runoff Coefficient ( C) _
Intensity ( I ) =
Drainage Area (A)
Disturbed Area =
Peak Inflow (Q =CIA) =
DIMENSIONS REQUIRED
Surface Area Required w
Volume Required =
DIMENSIONS PROVIDED
Basin Size:
Surface Area Provided
Volume Provided -
Weir length =
IN-
/HR-AC.
AC.
21.993 C.F.S.
10 Year Storm
9188 S. F. 0.01 Acre 1 Peak Flow
11700 C.F. 3600 C.F. / Dist. Acre
Bottom Width (ft) Top Width (ft)
Length 128 2:1 Ratio
Width = 60 68
Depth : 2' min depth
9248 S.F. YES
16928 C.F. YES
FT.

U U U
C r-
1.44, V4
^L
W
YJ E
E W W
E U U
rJi
00
'CS
U
¢1
W
J
.0
a.+
Qi
U,1
LL,
E3i
w
o S
cc
/
_
`_ Ow
WE
V
.r11
>Z
z
CL
U
m
o
WF°mcl

I Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336-328-0922 Fax. [phone]
RISER -SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No; E-2137
Job Description:
RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner: ACE-AVANT
Address: HWY 311
Temporary Sediment Trap 4
DESIGN DATA
Runoff Coefficient (C
Intensity ( I
Drainage Area (A)
Disturbed Area =
Peak Inflow (Q=CIA) =
DIMENSIONS REQUIRED
Surface Area Required
Volume Required
DIMENSIONS PROVIDED
Basin Size:
Surface Area Provided
Volume Provided
Weir length=
IN,/HR
AC.
AG.
50.586 C•F,&
10 Year Storm
22035 S.F. 0.01 Acre I Peak Flow
12492 C.F. 1800 C.F. / Dist. Acre
Bottom Width (ft) Top Width (ft)
Length = 202 in
Width = 97 105
Depth I
22,050 S.F.
41644 C, F.
FT.
2.1 Ratio
2' min depth
YES
YES

W
0
� 1.1-
LL Li- LL
r_
(D
0 c
> W
vw
E
o
.0 08
LLJ i.- m

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.Q. Box 968 - Asheboro NC 27203
,Phone - 336-328-0922 Fax: [phone]
RISER -SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No: E-2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE-AVANT
HWY 311 '
Temporary Sediment Trap 5
DESIGN DATA
Runoff Coefficient (C
Intensity ( I) =
IN.1HR. 10 Year Storm
Drainage Area (A) =
AC.
Disturbed Area =3
AC.
Peak Inflow ( Q=ClA =
40.648 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required w 17706 S.F.
Volume Required = 19800 C.F.
DIMENSIONS PROVIDED_
Bottom Width (ft)
Basin Size: Length = 182
Width = 87
Depth =
0,01 Acre/ Peak Flow
1800 C.F. I Dist. Acre
Top Width (ft)
s�w
95
2:1 Ratio
2' min depth
Surface Area Provided = 18060 S.F. YES
Volume Provided = 33884 C.F. YES
Weir length = FT.

0oorn
e
ro
C.
r►
-n I -n -p
h �
a
r
C
m
z
--
m
0
a
,�.�.
R
c
cD
a
co
ro
Q n
00
0•
CD
3
o � �
3
cn
4
� =r
u u
z

180
10 ,000
r
04.
M
'
163
11,A0C-
€XAMPLE
3.
156
$,coo
Den IRON 0 roll
144
5e�0
gaIto its
5.
9.
�.
4,000
�►.
132
3,000
(11 1.3
'.
4.
4.
120
2,000
on Ll 1.4
( U 1.7
4'
3.
l0a
3.
•
°� is }eel
as
500
Fr
too
500
,/
2.
400
/ r'
300+
1.3
1.3
1e6
e1:oo
As
1.3
dp
40
loo
x
.!'
eo
z
1.0
42
Bo
so
w UTRANCE
L I.t3
40
SCALE
Q TYRE
30
tll spill aloe 91114
"
W
>te�1r1I1
.$
Q-33
t0
IAl Giere flat �t161
.
30
(3) 6teere u4
.5
'
yre1691ie4
6y
24
B
.T
•
B
To Yre fail@ (21 of (3) ;111061
herlIontally is us's (IWks"
2'1
4
use itrelght leakind III@ Ihrwq#
.�
..
l -slid o :9!106,01' 10010 0a
3
it ;reirai4A.
s
It
2
t.0
HEADWATER DEPTH ®R
CONCRETE RIPE
•F
CULVERTS
ri �Ai1VYA'1E<R SCALES
WITH INLET
CONTROL
REVISER MAY 1564
AUREAV V ML1G WA03
dAAL 3063
VI-11

r �
1
•
1, 1 1
1 i
�€
RU
''��{{
X11! !
11
I
�j
1
II{I{Ipp
�IIIII
���aNlIIIG111liNl+
€Iml
I
NOR,
1
r,
11
Ir
.,
••I
rHlIIHF
III € €ll
�
i
�
I
I
`
11
Full
{tl�illllll
��I11311�9
� •1
r
t1
#�
•
A
1
€
iHl
alii'�
Al
FF#Il�i�lllllr�n
•
��
`
�
�
i�����11�IINIEIiIIIIN
1
�
Ylgktr'
,i
r
`�
f
■'
1
1
!t
€1
fl
11
[
€l111111lIIIIII
7'lil'lilll�
��
�
'
��
1'
i
�����1111
1,
1
iill
I
i
111
€rll�
p`p��li�ir1i1l1iiiiiiiu
I.
�.EllllllllEIIIII
ultlluinull
1
1
�
1111
i1 I�
/
�
g
Il
i
IMf
/1
1
fl
l.II
i
BfEll€i€31R{Ilm
{Htlltllll111�
IlltllllllFlt
11 !
IEEI11lI
I
,�A
{ t
�.
�
�
N,I�
U
+��
R,
1
i
1,
�
�!iW��
IH0,1111111111111111
Pill
111IfIII�1Np
; 1
Yr
Ill
d11[
RE ■�
II
AM
HflirllE3�llllil
illtil!{i11111E1{
Iril1
Ht111iiE
{lilli
ill�,dN
dfHW
dlrl€WII
AI
�I���r�
Ali
i O
J
Jifi1!
ic1�yy
�
1
�
■
f
1
f
dl
�.
�,�
f11'fi
�11
� 'd
[[I111i1111�11!!1
lillll
111EN1r!
{111
ilillllllllitip/'
1111;111111W/
d
i
,
#
r,t
1
I
i,
ra,ll�,f���lirll
N
EE+
Illf
ll'AI
IIII
1
11 [IIIlIII7FI
1110111111ikllkiIEH[
€ilfilll{IG
€
NA1l111I
N111I
I
lIEI6:,
il[!ilh�i/
�
�AA
!i
■
►
S
#
��p
NfR
y� 1'
Illill{
H
,�
C
(r�j
�r I
��
!��'�'
Fill y
fi
r '
I �i,4
IIi111111Nilllllf11:111
III
IlEiillEllll#"i
{{
1p1i1lfl!
1#!
I Ilill'
iilE11B1»►1�
€Ilklp�
.■
'I
17
iE
(
N
I
� ��
jliiillll
©�1i
!
ntl
I�YIk
All'
11711111RIP11r:
Illlul
€il1�;Iil�llirfll�nr!illj{
ellll
{111111R11lifi]WWANIWRLt
111
lut�r
i'Jt91 �
' . �,I
• �1'II1�•,A
4
IIIUI
1
1
11111
1
I
r
�"�r
"' �
+` , ,
•
�W�
'14
�p
�i
. 7
�i!,1
�
l fA
s
MSwk]3!t!"tiIum
lUlf>A ��o nuummf�M��F >•r�l�fi�lt+l�tlt��rjtiA ���l�hf7i1�1 11111 ,
i 1 1 Ii ii 11 1!1
1 �• • 1 L 1 • • 1 • 1 A • • • 1: 1 • • � • � • -

{
Exbibit I1
-F1a0 c �o,oa�
,em Cot rw,. EXAMPLE
I,a
.9
r.a
I� HEADWATER DEPTH ;FOR
HEADWAnft scALES 283 CONCRETE PIPE CULVERTS
W
plop MAY M44 WITH I N LET CONTROL
OURXAU 0 AML14 "A41 4" N"
Yyp
Y 1 °11

i2- A f, t\j Pro
G-- RA&I 45 Appendices
8.06.3
0
1
HOW
I
full,
■
a
All!
•
jnl
��lrlpll
�1I�l'if
l i l�li
!�{11
�IFpFl�l-l.
fi
lllll
r�
~�!`��Y�
La
Y
�
lu
go
II,
I
I
1111111
fI If
#�lflli�ll��li
ii
31 � -
,
/
ill
IN
1
Hom
11111
11
in
hR
11
8.06.3
0
1
HOW
I
full,
ill',
a
La
8.06.3

a. .
. 4.
4.
4. 9.
°1.
a
1.°5 La
1,0
1.4
1.0
.!
9
•4
Exhibit 11
.r
140
10,000
16a
a,000
EAJtMFI.
I56
6.000
p&129 l0 teal?
a,Otio
l� do
144
4,000
139
3,000
fl1 !.� Le
120
03 Ll 714
$,000
Ll p,Y
lab
rd lr falf
1,400
too
84
600
300
72
400
.e,
300
w�
'
0
Soo
3.
x
-
100
so
to
42
up
50 EHiRANGE
©
°
40
-f 90AL3 TYPE
Ic
34
30
111 Se4414 ytta ►Ittl
L1
1.Mritnll •
4
-33
r"" IN wilt
Q
1N1r1[1
30
�ralutlrg
i
- 27
10
24
d
b
rr 060 rgeia ill IK iii Irllraf
4
Rarltrnlelly fa wrir ;ll, tt,aw
2 i
rta llralykl 104114 4d t10t tkfngh
4
D r0d 4 larlrr, R r#4irle at
3
iiiaatrariFd.
14
r
�
a. .
. 4.
4.
4. 9.
°1.
a
1.°5 La
.6 ]-.6
lS
:3
1,S
HEADWATER DEPTH _FOR
HEADWAnil SCALIS 2013 CONCRETE PIPE CULVERTS
REVISED MAY WA WITH INLET CONTROL
BUREAU W PUSL4C i14A02 1AK Nil."1 +4
11
1,0
1.4
1.0
.!
9
•4
.r
.6 ]-.6
lS
:3
1,S
HEADWATER DEPTH _FOR
HEADWAnil SCALIS 2013 CONCRETE PIPE CULVERTS
REVISED MAY WA WITH INLET CONTROL
BUREAU W PUSL4C i14A02 1AK Nil."1 +4
11

M &114 � rel 55, 1 6
ZB 6 o Appendices
S W
l(e) Ff, lie r b r?�-
4-Ir t)/ I
it
all
In. 1.
M 11 1 AID
In a(
lot IIt
I Hill 11 il
III[] gnu IIl II
Hill I! 1i
M
;on
lip inot It
Pro,
lout M I gut p
I I UIP I" 11i
8,06.3

ExMbit 11
— pan
;8
t.d
,Z HEADWATER DEPTH .FOR
HEADWAMIt 5ca1.0 253 CCHOIRETE PIPE CULVERTS
MwsM MAY 90 WITH INLET CONTROL.
GUAM Cf MLIC R9A03 AK M"
vi-li

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
?hone - 336 -328 -0922 Fax: 336 - 328 -0922
RISER - SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporary Sediment Trap 1
DESIGN DATA
Runoff Coefficient ( C j = M1A1
YS 3 f
Intensity ( I j =v ��w IN. /HR. 10 Year Storm
Drainage Area (A) 1A C.
Disturbed Area - 4 5AC.
Peale Inflow ( Q =CIA ) = 74.038 C.F.S.
DIMENSIONS REQUIRED
R(C-CEi'v'rL�
iS =ton- Sa(em,
Surface Area Required M 32251 S.F. 0.01 Acre 1 Peak Flow
Volume Required = 36000 C.F. 1800 C. F. Dist. Acre
DIMENSIONS PROVIDED
Bottom Width (ft) Top Width (ft)
Basin Size: Length = 246 254
Width = 119 127
Depth
Surface Area Prodded = 32258 S.F.
Volume Provided = 61532 C.F.
Weir length = 'f 5 FT.
2:1 Ratio
2' min depth
YES
YES

N_
V1
v
E
/5
M
4�
77
(D (1)
C: C C
e d O
L) 04
1
co 'a
(D EL' ❑
E a)
E 2 0
4- 4-
co 0 0
U ❑
CD
d
LL
C
.E
0
0
c
.y
t9
L
0
C
0
m
M
N
y
U
Z
c
a
U
N
N
N-
o
W
2
M
J
0
4.4- 4-
Q) (D (D
a) a) a)
LL U- LL
r
C
D N r_
a
EID
_E 0
4- C. $+ C.
LU M ❑

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336- 328 -0922 Fax: 336 - 328 -0922
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: IAWY 311
Randolph County
Owner:
Address:
AGE -AVANT
HWY 311
Temporary Sediment Trap 2
DESIGN DATA
Runoff Coefficient (C) = 0 5
Intensity ( I) - t IN.IHR. 10 Year Storm
Drainage Area (A) _ AC.
�MAC.Disturbed Area =
Peak Inflow (Q =CIA) = 17.267 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = 7522 S.F.
Volume Required = 12600 C.F.
DIMENSIONS PROVIDED
Bottom Width (ft)
Basin Size: Length = 116
Width = 54
Depth = _ ..
0.01 Acre/ Peak Flow
3600 C.F. 1 Dist. Acre
Top Width (ft)
124
62
2:1 Ratio
2' min depth
Surface Area Provided = 7688 S.F. YES
Volume Provided = 13952 C.F. YES
` FT.
Weir length =5:

r
L-
a)
N
E
LO R- N
N
N 4' CV
UD
0)
r
L-
a)
N
E
E of a)
E U U
O
N O O
a) at a)
a) a3 a>
U- LL LL
N
7+
U D
O N 7
Tit
CD
in u. +�
CD
E t:1 N
E o
E e o
1C �, N C
(n E E °' c
0 ® E
v
co E
0 c
CL CL
L) m ® u!F°m°®

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336- 328 -0922 Fax: [phone]
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporary Sediment Trap 3
DESIGN DATA
Runoff Coefficient ( C) = 455
Intensity ( 1) - AZAC,
IN./HR. 10 Year Storm
Drainage Area (A) _
Disturbed Area ='AC.
Peak Inflow ( Q =CIA ) = 21.093 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required r 9188 S.F.
Volume Required = 11700 C.F.
DIMENSIONS PROVIDED
Bottom Width (ft)
Basin Size: Length = 128
Width = 60
Depth =
0.01 Acre/ Peak Flow
3600 C. F, / Dist. Acre
Top Width (ft)
• 136
68
2:1 Ratio
2' min depth
Surface Area Provided = 9248 S.F. YES
Volume Provided = 16928 C.F. YES
Weir length FT.

r�
4v
co Cl)
as as
(.5 0
N C14
L-
(V
a)
E
LIO
E
E
00
o; cri
Cl) LL
E
E u
U)
0 E
> 0
0 Ln
L) 0
L)
S
L) w ❑ S
*j
LL
=i
()
co
cm
Q1 +d) v
(U 0) a)
U- LL LL
H." [as
I �=
-IMM
Ie
C
U) w
CU 0 q-
0 a
E co
0
> C'D E
a) M
E
0 E 0
0 o 0
LU I - w a

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336- 328 -0922 Fax: 336 - 328 -0922
RISER - SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No: F_ -2137
Job Description: RANDOL.PH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporary Sediment Trap 4
DESIGN DATA
Runoff Coefficient ( C }_
Intensity ( I } _ 1NJHR. 10 Year Storm
Drainage Area (A) = w` �AC.
Disturbed Area = �AC.
Peak Inflow ( Q =CIA ) = 50.586 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = 22035 S.F.
Volume Required = 12492 C.F.
DIMENSIONS PROVIDED
Bottom Width (ft)
Basin Size: Length = 202
Width = 97
Depth =
0.01 Acre 1 Peals Flow
1800 C. F. 1 Dist. Acre
Top Width (ft)
2.� 0
105
2:1 Ratio
2' min depth
Surface Area Provided = 22050 S.F. YES
Volume Provided = 41644 C. F. YES
Weir length FT.

O 0
LL 41
:i m
L) a
o ce)
I(D
cn E
(D
M 0
m cc
L) Im
co
V-
'Itt
LU
0
v a3 as
(D (D a)
LL U- LL
11
2)
0
o
E
0
>
.E 0
o o
LU - 0

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336- 328 -0922 Fax: 336 - 328-0922
RISER - SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No: F_ -2937
Job Description: RANDOLPH COUNTY US 311 SITE
Job location: HWY 311
Randolph County
Owner:
Address:
ACE-AVANT
HWY 311
Tem ora Sediment Trap 5
DESIGN DATA
Runoff Coefficient( C }
Intensity (I ) = t?° iN.IHR. 10 Year Storm
Drainage Area ( A } e _fi'i,_7'AC.
Disturbed Area AC.
Peak Inflow ( Q =CIA ) = 40.648 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = '17706 S.F.
Volume Required = 19800 C.F.
DIMENSIONS PROVIDED
Bottom Width (ft)
Basin Size: Length 182
Width = 87
Depth =
0.01 Acre/ Peak Flow
1800 C.F. / Dist. Acre
Top Width (ft)
fi9Q
95
2:1 Ratio
2' min depth
Surface Area Provided r 18050 S.F. YES
Volume Provided w 33884 C.F. YES
Weir length FT.

g'
-h
ra 7 U)
N C
U) (D
(D W
Q
rr
Tf T -n
(D (� (D
M (D (D
r+ 1+ r+
i
C
9
m
w
w
cc
co
4
0
c
O
m �.
i
c
.P
.cs
N r�r
O O Ch
M. = X
n n
CD ( 3
a � m
3 cn
(D u
� its
=. = n ZT
M
7_

t
eel
-- - - _ - Exhibit 11
163
196
1+44
132
-120
•1®8
S6
• S4
IQ, No
..6,000.
EXAMPLE
x
0a42 1@" 1" fall
-5,000
lie 120 ego
ao
° 4,004
a
µa
o
�
r
9
46
cc
03 Ll
1.4
42
V
v
�
C
1m
36
N1
.33
Q
so
Z?
24
IA®
21
IQ, No
..6,000.
EXAMPLE
e 6,000
0a42 1@" 1" fall
-5,000
lie 120 ego
° 4,004
a
µa
o
�
03 Ll
1.4
to fear
I'm
BAA
goo
Bo®
wo
Sao
zoo
IA®
�
®A
�
QO
®°
SA
#W
ENTRANCE
40
D SCALE
TYPE
9c
30
(11
goo ®re Op ailh
tteada111
A
1e�
($I
000" lid With
IN
�
hcadatll
�
or"ve Ind
pfalaillal
1�
S To aaa ladle (2) ar (2) pnleal
3 harlaordallp r0 eaele 1110hae
age 61r610m 111411aadllaalhmigh
@ add 9 lealaa, Of rasene as
3 ilivarrafad.
2
(2)}
F-
HEADWATER DEPTH ,FOR
HEADWATER SGA6E,5 203
CONCRETE PIPE CULVERTS
VVISM MAYS" WITH IMLET CONTROL
OUREAU Of MUG WAGS 4= ra"
vi-11

Curves may not be extrapolated.
Figure 8.06b Design of oullet protection from a round pipe flowing lull, maximum Jai lwa ter concli lion (Tw? 0.5 diameter).
�F
���'
����
i *.
I
III
.1
till
Ii1�
lil�l�
I
L
1111
III
HIN
IN
IM
MIMI
'IN
r
Ii
'1M
NI
III
if
���Iwli
r
���IriifHi
��iuiiiiiiiiiiin
1 JIIII
a
•�
��
+�iiri�E�i�i��
I,IE�I'
so
I
I
IR
"IN
in,
111111111111111
1111111111110911111!,
UM
11111111111115:11111
gilillilil
MIAN
ill
Curves may not be extrapolated.
Figure 8.06b Design of oullet protection from a round pipe flowing lull, maximum Jai lwa ter concli lion (Tw? 0.5 diameter).

F.x]ubit 11
to,wo
film.
�lvj j p
1.0
,t HEADWATER ®EPTH ,FOR
CONCRETE PIPE CULVERTS
FEVISED MAY VA WITH INLET CONTROL
puFirzAu ew Pty we rma s Jars. roes
vi-11

3
cP A66 e- 5-S Aq P(-6 fY r4
8.06.3
In
���i����I�°
.
!l
TM
'�
•JN!
MR
11III���f��F�I111�i11eI
In
I
IM
1
n
{�p•
[II
idly
I
Ir
r
�'
�f���jpl
q
mom
pit
I
Ili!
11
uwmwl
III
I�i1
1I
"I
m
I..
11 1
8.06.3
In
���i����I�°
.
!l
TM
'�
•JN!
MR
11III���f��F�I111�i11eI
I
Hsi
1
n
{�p•
[II
idly
I
Ir
r
�'
�f���jpl
q
mom
8.06.3

Exhibit 11
I.�
HEADWATER DEPTH .FOR
HEADWATER SCALIEa 263
COWGRETE PIPE CULVERTS
REVISED MAY ft4 'WITH INLET CCNTR ®L
OURZAU GR PUGLIC WADS Yl,kL M63
vi-ii

dk III
LH
AIM'
m I MEW . . . . . . .
III I WHIM HIM 4111.111
1m] ffj
WWI
11111 Mia"ll' oil will
111 Uq
in I
I Pull 1111111
RAII MEN 1111111
"m WHO pg
1101 11 In] NONE
pal
Rol
®�1
oil
8.06.3

Exkbic l l
I vljvV/ �
I� HEADWATER DEPTH FOR
64EADwAi'ER SCALES 2113
CONCRETE PIPE CULVERTS
REVISED MAY M" WITH INLET CONTROL
BUREAU Of F t le f=02 AX MaS
vi li

C�. Pp GD
[Wit
111111111
111,intij
i
-
C A!1
. ............
P Appendices
■
(e+
-
I
..
3)
1IM1111111111111,311
Outlet
11 mill
W
= Do L a
I
N-
pipe t
diameter (Do)
R
80
Ilillfilp
I ill
T ilwater OADO
7A —A
1111
L■i11A�1�ilf
11
to
C�. Pp GD
[Wit
111111111
111,intij
i
-
. ............
■
-
..
11
V0
1IM1111111111111,311
11 mill
1
ill
11,
I
R
Ilillfilp
I ill
if
1111
L■i11A�1�ilf
11
to
im
213:101.
8=11
I ]�PWffl
MIA
On E
so
R
Fd
n,
F1
11
11
101111 NEI
4
Cl
0
N
2 'a)
0 V" I
EM! Ill
�� 111111
11 111
Curves may not be extrapolated.
Figure 8.068 Design of outlet protection protection from a round pipe flowing full, minimum iailwater condition (T,, < 0.5 diameter).
8.06.3

`o
M
p
., ,• •,
LO
•
-
c "
USE
7
ru
ru
.-
Postage $
your receipt of this Letter of Disapproval. T s
Certified Fea �`
°
°
Return Receipt Fee Postmark
IEndarsamenl Requtredj Here
North Carolina Department: of ! °
211strrctedDeliveryFee
{Endorsement Required)
s
DivIISlDIII Of N
�- S
Land 4 ru
TOM POStgee &Fang !�
AceAvant Real Property Company
F James D. Simons, PG, PE 3 LLC
° Attn: Trac Matson
Director and State Geologist � Y
Febn
LETTER OF
CERTIFIED MAIL 7010 2780 00014221 5538 i
RETURN RECEIPT REQUESTED
E
AceAvant Real Property Company, LLC
Attn: Tracy Matson
109 Seminole Drive
Archdale, NC 27263 0
I
Project Name: ACE/AVANT
Project 1D: RANDO- 2012 -017
County: Randolph, off Old Way Road, o
River Basin: Cape Fear Strea'
Submitted By: Mack Sumrney, SEA, P,
Date Received by LQS: January 13, 2C
Plan Type: New
Dear Sir or Madam:
The erosion and sedimentation control plan sv
is disapproved for the reasons listed on the att
You may submit a revised erosion and sedirw
N & ° x
items outlined on the enclosed form. Under.
-:
15 days from the date of receipt to approve o o
to contest the disapproval of this plan, you n?
❑
your receipt of this Letter of Disapproval. T s
H a
conforming to Chapter 150B of the North G
a
Administrative Hearings, 6714 Mail Service
of the petition must be served on this Department as follows:
Winston -Salem Regional Office
585 Waughtown Street, Winston - Salem, North Carolina 27107 Phone: [phone] Fax: [phone]

North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist
February 10, 2012
LETTER OF DISAPPROVAL
CERTIFIED MAIL 7010 2780 00014221. 5538
RETURN RECEIPT REQUESTED
AceAvant Real Property Company, LLC
Attn: Tracy Matson
109 Seminole Drive
Archdale, NC 27263
RE: Project Name: ACE /AVANT
Project ID: RANDO-2012 -017
County: Randolph, off Old Way Road, Sophia
River Basin: Cape Fear Stream Classification: Other
Submitted By: Mack Summey, SEA, PLLC
Date Received by LQS: January 13, 2012
Plan Type: New
Dear Sir or Madam:
Dee Freeman, Secretary
The erosion and sedimentation control plan submitted for the subject project has been reviewed and
is disapproved for the reasons listed on the attached sheet.
You may submit a revised erosion and sedimentation control plan for approval addressing those
items outlined on the enclosed form. Under the authority of NCGS 113A- 54.1(a), this office has
15 days from the date of receipt to approve or disapprove your revised plan. However, if you wish
to contest the disapproval of this plan, you must request an administrative hearing within 60 days of
your receipt of this Letter of Disapproval. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699 -6714. A copy
of the petition must be served on this Department as follows:
Winston -Salem Regional Office
585 Waughtown Street, Winston - Salem, North Carolina 27107 Phone: [phone] Fax: [phone]

Letter of Disapproval
Project: ACE /AVANT
February 14, 2012
Page 2 of 4
Office of General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, North Carolina 27699 -1601
Pending approval of a revised plan or a decision on an appeal, commencement of any land - disturbing
activity associated with this project shall constitute a violation of the Sedimentation Pollution
Control Act of 1973 (NCGS 113A -51 through 66).
Please feel free to contact this office at your convenience if you have any question or if we can
provide any assistance in resolving this matter.
Sincerely,
Matthew E. Gantt, PE
Regional Engineer
Land Quality Section
Enclosures: Reasons for Disapproval
cc: Mack Summey, SEA, PLLC
WSRO File

Letter of Disapproval
Project: ACE /AVANT
February 10, 2012
Page 3 of 4
REASONS FOR DISAPPROVAL
Project Name: ACE/AVANT
Project ID: RANDO- 2012 -017
County: Randolph
1. Provide topo contours for the excavation of Riser Basins #1 & ##4 and Skimmer Basins #2 & #3, Ensure the
proposed fill does not encroach into the measures.
2. Clearly show riser/barrel systems an plans with skimmer attached. In addition, clearly show skimmers
attached to barrel pipe for skimmer basins.
3. Provide a scale on the plans that is legible. An overall sheet (to show entire site disturbance) at 1 " =150' is
sufficient, however, a larger scale of 1 " =30' or 1 " =40` is needed to clearly see proposed contours. Be sure to
provide match Iines if areas extend to other sheets.
4. The clearing limits cannot be shown east of the roadway across the stream as shown. Currently, this shows
clearing both hillsides and stream channel below the 48" RCP. Revise plans as needed.
S. Provide positive drainage in proposed diversion berms to skimmers/basins (e.g, skimmer basins #2 & #3,
Basin 44, possibly Basin #1).
6. Provide an adequate measure in drainage channel northwest of skimmer basin 92. Recommend placing riser
basin #1 in this location and providing a smaller basin where riser basin #1 is currently being shown.
7. Adequate measures are needed for the initial clearing & grubbing for roadway across stream. In addition,
adequate measures are needed for the grading of proposed roadway. The silt fence in the slope cannot be
maintained as shown.
8. Provide a cofferdam and pump around detail for placing 48" RCP in anon-flowing stream. In addition,
provide a construction sequence for installation of culvert in the dry.
9. Provide a delineation map to show the drainage areas to proposed measures in the existing conditions and
graded conditions. The diversion berm to Riser Basin #I must be extended above the existing drainage
channel west of skimmer basin #2 (if you can achieve positive drainage).
10. The proposed 24" RCP northwest of skimmer basin #2 must be extended to outlet at the toe of proposed fill
slope.
11. The ford stream crossing is not allowed for equipment (delete details). Provide an adequate equipment
crossing and/or show proposed culvert to be installed and utilized.
12. Provide anti - flotation calculations for riser basins. Also, include these dimensions on the riser basin
construction detail.
13. Provide a skimmer basin construction detail. For riser basin detail, show the excavated area and proposed
structure elevations (e.g. top of dam, top of riser, ems, bottom of pond, etc.). Donut inlet protection detail
should indicate Class B stone with T top crest width and 12" washed stone on upstream slope.

project : RANDO- 2012 -017 ]Location : Old Way Road, Randleman
Name: ACE /AVANT
County : Randolph Total Acres : 30.00
River Basin : Cape Fear Water Classification : Other
Dewatering Ditches : No Riparian Buffer: Yes
Plan Type : New Complete Application Received ; January 13, 2012
Plan Receipt Letter Date : January 17, 2012
"Complete ? (No Checklist)
Affiliates

as
rrol
J
i
\ S�
n f !
i
,r
,r
i• 1
�` I•1yp,
PROPOSED G"DING PUN
�k
n
wb Sllmmcy EngineerinoAssociatcs, PLLC
asnx
xF.,. �c tty rmy
r
m...x, vwwon
ACE AVANT US 311 SITE
-
_ ...� pASJ
NEVJ MAAKEi 7WiP. • AANDO[PN (AUNTY- NORTH CAROLINA
P.oSmfr,
sin
�
I
as
rrol
J
i
\ S�
n f !
i
,r
,r
i• 1
P'g"IJ ow
�` I•1yp,
PROPOSED G"DING PUN
�k
n
wb Sllmmcy EngineerinoAssociatcs, PLLC
asnx
xF.,. �c tty rmy
r
m...x, vwwon
ACE AVANT US 311 SITE
-
_ ...� pASJ
NEVJ MAAKEi 7WiP. • AANDO[PN (AUNTY- NORTH CAROLINA
P.oSmfr,
sin
P'g"IJ ow

C
-9 44t 10
(D
per- p2A CZ]Q , Oa
o 7t, g ♦ 'ks' l c r,, �z .
pnOZ \ \`Y i S
O Tl Z b N N -p
m C9 r r
M--4 '3 � ! � .� �- -f - --( —_
` ! f I
co m r _ D,- . Q
'70 co _ D V i ! -<
! +0 t
4� !1 Ij, ° I roa
1 M-0 i O�Q� 0-°
0 CA
j `J' NCI m rn 27 M
i \ rnOOD A rn 'cO �/ Z O
p �]
l p i = Z
u� II II v� II ;,il o, Q o z
p o o
;u K t-
'�
a: O
1
PO
MD 0 1
•�Frl� o s
C) F� A i
rr,Zm ! <
N Z Uh 9, m
L') -u A% -A r ,
�� o mpi m '
�p� a z
' M CA 1
r d
68o,to
— of US Hwy 311
r, -60,
raePoseoceemaEenw
,jummey�n�rrneeringAssociaies, PLLC
ACE AVANT US 311 SITE
°ede04 �
NEWMAkQ7 TWSP, - RANOOIPH COUNTY - NORTH aROLINA
I
A��NCVea
PAe„rffr.,unN+l uf,rarusrr
2fi1�i
�n
k+N: E -m57
-
i

.s rrn,rrvro- �:.,vey:r
• mi .�r.r�,y��,y tlNl 10NV] H1}! ON- A1Nf103HdI0QN'dk''d5M113NWiYM3N
., mood
r rdPu 7 3DS ! 1 £ SIB INVAY BY
$uU nsuo -S�mue c -S u��w� -
0b;,.�' ::)77J 'sa�eraoss��uuaaura"u�fiaurmn�C °"'^°�� n^u i ravd�xfu1b9�5od0ad os•.I*
Y_9,-
/
LLJ
1 p L'Lj
1 cn Q 1 . L
Co
I LLJ �
W
+ ` � '�• y ,. - 0.W �1
! //, N
1 0.0
�'• <
Ld
I +`�
o
/
wZ
CD
\\\\\\
# \ 1 w f f
�I \ F- ? }
qL
I
au rrrr ��
w�raRr}�'r� ��_ _ I I — Y
Jf f !r- wLLJ
1 J I 4 z 2 —so
cn ! O I QIU ¢ate �z
\ o
—�{ ZQU 1 a EI I 0.0 frN�'_ �z0
' �0'U Fes- •'`� Q tf7 a - ¢ 1 F—
Ld U F-- T v � Cie z� % ��Z�ti cYcocy� o n C] 0-
m�`{n
1 ¢�F�- m�2 I CO N,�� rte' ',`ifQ,� d' �i ocnm
< [n O � � !: t! I) m I� L z
' Jz�� 0
z

YNnow H1HON' A1Nll0.)Hd700NYtl''d5M1135ftltlWNON
f del ,rr -4b� YexlrlA'
Suyfnv�o� 8�i �efdP�e j- SuvsawS6� 3I13 11 E Sn INVAH 3)d
wa rSa �l�OSS�d`L!lJaaUr�[!� fiamrunL�' NVld 9NIOYS'7 v35R1oYS ,q9• „I
-
. I
Z Z� L-, Q_ 4
poa W > I 1 IIl s4
a N\ N y
d Z ♦ r Q - N ° z
♦ LJ co a M cr z ¢ i
L�V)W Qqr
_ �X Ywz�0.c�aoo
1 cn W W Y W W
1 t_lcno�to
♦�i z Q w: )
Ow 1
`
X oWO o-, `
L 1 —
`�` ♦` C7,Z J \ { ��` it
Cl-
0 1
l m 4
iiA \ U
of
LLJ
cn
i'8= W
Ld
/� 1 _r_. -!I I! zoz, w z d 11 0\ n- LLJ It
Ul S } Z W a (L' W -,— W jam:
LLJ vi
Lj 10
U) t` 1� - -
Lo
_-
5
- n I
". n
nro-rrtyrt"•d rero.rcyrr -ql
-
. I
Z Z� L-, Q_ 4
poa W > I 1 IIl s4
a N\ N y
d Z ♦ r Q - N ° z
♦ LJ co a M cr z ¢ i
L�V)W Qqr
_ �X Ywz�0.c�aoo
1 cn W W Y W W
1 t_lcno�to
♦�i z Q w: )
Ow 1
`
X oWO o-, `
L 1 —
`�` ♦` C7,Z J \ { ��` it
Cl-
0 1
l m 4
iiA \ U
of
LLJ
cn
i'8= W
Ld
/� 1 _r_. -!I I! zoz, w z d 11 0\ n- LLJ It
Ul S } Z W a (L' W -,— W jam:
LLJ vi
Lj 10
U) t` 1� - -
Lo
_-
5
- n I

LD
0
� $ •: a sQ: °tac °
3i�44;At
ml F
•
a� ILL,.
i .•r•r` r -
. .a •r•ran,n -
�:i:;C:iiri:� " 1
• vs•��rn •r
}�s sQE43 IM 4*11
INI
�Ei 'ilii:g3� �
} s E f 9
�7
4
a
F ;
U
m
C)
O
D
z j
v�u)
r
O
m
O
:O
D
Z
HflCHT
> ma
a
O o T
� o
r '^
m
� TA
;u
0 ] a
0
z �
m
0
n
j
m
m
0
K
z
A
D
R� s
e yg"�
D
Iv
�R 9
mi
A 48G
1j° FL
2—
l
M A a4
e
m 4
O -g @laaR14a6kqa§
tt jpp F
Ffj
O
LD
0
� $ •: a sQ: °tac °
3i�44;At
ml F
•
a� ILL,.
i .•r•r` r -
. .a •r•ran,n -
�:i:;C:iiri:� " 1
• vs•��rn •r
}�s sQE43 IM 4*11
INI
�Ei 'ilii:g3� �
} s E f 9
�7
4
a
F ;
U
m
C)
O
D
z j
v�u)
r
O
m
O
:O
D
Z
HflCHT
> ma
a
O o T
� o
r '^
m
� TA
;u
0 ] a
0
z �
m
0
n
j
m
m
0
K
z
A
D
R� s
�R 9
mi
A 48G
1j° FL
r
M A a4
3 qa�3 4
m 4
M "i'll 111
ns a
7. qs a
i' e R F
IN
U)
z
z
>
o �s
m
z
go
44
l4d #a
�Rr�g
E jl " I
lip
p ;
r
a �
lullllllli? Ilillllllll + +9
�''•IIII�III 1'1I �IIIiIIS��i��
IN-
it, oe S ;i Sa�� °S mill! d$ �*
3�3� a, 4 g
Tp 9 gS � & ilk, 5
I �} °° i e }ai �g
sj 3Y 4 €fly 3 =se ie 44a
- g -
a I
L ` ii fill
R';� 1:'@@ .� °X i }c..
s _R S . �� 3a as c $ 9 c Vas ^� e $ Y° k ' s �$ . e
:• psi . #g� . m� s s- m g F a�
a z} R ffi9 a €4 1 W s zv_
9 All
I- 3.F ;R s" i s s R a og �z S e 9
g �= A _ .s $ A� gip, ep�� All 3 � ggR �
e 9R d• ; 28 _F 1 by g8g _ mLA t Y 7 °ii S i
d R Ae �; a.� ag 4•€ R � �
01,511
A5p a o � � g �•
5e a °iR 4 a ��Ea i s;s �0 ;8� �yF d &� a
R RR 4 2 e e a
ICI ,, RR NQ _ r v t c$ �€ §5 sP ► $ 33 EE 3
iii S d S •= - $� vu au Ly 3 5 E
��4 .G 4 '
i eR
r� uP'LO
EROSION CONTROL DETAILS �.0 � ��+ u 4jummcyLngineerinjA55ociate5, PLLC
l - Engm ,urns- L -dff -n ig- C° u16
,j
'
Q �.r ACE AVANTE US 311 Site
a. faaox,r•
wv
�
+M
NcWRREr TOWNSHIP. RWOOVH MUNTY - NORTH WOUNA
1 lbrr. Fa739

\ §I § !
/ ! | !#
) | § \
,{ 2 .! .
° §§
§
§ ,
EAMON CONTAOL DETAJ aFUC
a,m! —gym
ACE AA E US ]USel,
_ ,_ _MKKEr,_a__m mmw_
.3
.
LA % a
4
\'k
}/\
!
»2 *¥.•�
EAMON CONTAOL DETAJ aFUC
a,m! —gym
ACE AA E US ]USel,
_ ,_ _MKKEr,_a__m mmw_

N; cat ' r
v �
r
rr [p]
r
r
o n
DRAINAGE AREAS 5ummeyrn5inccringAs5ociatc5, PLLC
z z
- ACE AVANT Enginccring -Land I'lanning -- Consulting
US 311 SITE Fob—,ms
Asf-A ,NCrrlw
- �ana 336- tzea9at f x'11S- 37a•o9Tz
NEW MARKET TWSP. • RANDOLPH CO, NC �m.d- m.cE�eArbamcom
A-aGeS,"4°j, ?_ ibi tZ

1 I����� d • .1��i1NJf�111f: � .; � ���
"KIM li ,
ENRON
II UN
II, w 11111
111 11p X11111' ! Not, In. Ft,
all, -Im
IM
Ism t am
HIM
1A Omani I IFilfl111 II
w 111,
N llil film r
off
8.0613

k6a,J
8.06.3
lu
10
Bill
illilult-1
11.11
Sul
lu
I
�
131
1p�I
r1��11
.�fY1�Y1G111rN�1
.� .��ilY1�l�����R1�li1�illA
�
um
pip
8.06.3

i • z
GA
_
S
-------- - -. •- i
Z3989'~ T 236.73'— ....._.: —j _— �!.._ �� 1. � �3fv
�
2'54'30 'VJ 284 176c8l
ip
c fv �
;p I 1 1 of CU ,>
i 4k ;u.. �` I 7 -A ! a!
7,
f 'ky Gi, i CA
�re
ca'!
it
-' . It
�. J r0
Arl
cu
O CD • �.
71 „{ > D
f a z 14 N
� {f

HOTE-
I:NLET CONTROL Will. EXIST SO LORE N&AS WATER CAN FLOW THROUGH THE BARREL
or THE CULVERT AT A GUAM RATE THAN IT CAN ENTER THE CULVERT. BEYOND
flIg CULVERT EMYRANCE CONDITIONS, THE CAPACITY OF THE CULVERT IS
NOT EFFECTED BY SLOPE., LENGTH 0 ROUGHNESS.
rf

SIZE HEAMIATLR DEPTH FOR
:A" P. INLET CONTROL
E H FEET)
n (�-�/ - 0
11 kfw
i y
. q.�
1 -
y R
N1
4
S..
,z
DISCHARGE 'Its
G.F.S.
38.00
3.5©
45- x.50
61.00
5.00
67.00
5.50
73.00
600 -
78.40 "
3.50
56.00
• 4.00
66.00
;b0 '
75.0
5.00
86,.00
x.50
9#.00
6.00
101.00
6.50
107.OQ
7.00 -
i3.00
4:50
94.00
x.00
im.00 ..���fi
5.50
1 1'6..00
6.00
_ _..._ - • .......::.....r .....,_.,......,
' 66.50
134.00
I U. 00
7.50
ESIfOfl
8.00
[55:
4.50
E0$•00
^5.,50
6.50
143.40.. .
7.00.
176.00
187,0
8&L
20.8_.00
9.00
21 .00, -.... -

SUMMEY ENGINEERING DISSOCIATES, PL;LC I Project:. ', i56r/ ��S �� .lob Na:

Summey Engineering Associates, PLLC
Engineering - Land Planning - .Consulting
P.O. Box 968 - Asheboro NC 27203
Phone- -336- 328 -0922 Fax: [phone]
RISER SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOIYPH COUNTY US 311 SITE
,lob Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
TeimporM Sediment Trap 1
DESIGN DATA
Runoff Coefficient ( C) =
intensity (I)
Drainage Area (A) =
Disturbed Area
Peale Inflow (R =CIA)
DIMENSIONS REQUIRED
Surface Area Required
Volume Required
DIMENSIONS PROVIDED
Basin Size;
'-
��
74.038 C.F.S.
32251 S.F.
32400 C.F.
Bottom Width (ft)
Length - 246
Width = 119
Depth
0.01 Acre I Peak Flow
1800 C-F./ Dist. Acre
Top Width (ft)
2:1 Ratio
127
2' min depth
Surface Area Provided = 32258 S.F. YES
Volume Provided = 6.1532 C.F. YES
Weir length = ° FT.

�
:
�
�
�
�
/ k c
ME-
\��»
\
I
t
� $ �
� � 3
s
/ @ �
% O
LL .r
p �
k ■
� § /
U F $ k
0
�
/
� }
� 7
!
,� .
�
:
D
.I
O
»
IT. I
� ©
�
k�
2 0
2 � �
«_
§
����

Sum.mey Engineering Associates, PLLC
Engineering - Land Planning Consulting
P.O. Box 968 - Asheboro NC 27203
Phone 336- 328 - 092.2 Fax: [phone]
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HW-Y 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporay Sediment Tra 2
DESIGN DATA
Runoff Coeff #cient 4 C )
Intensity (I)
Drainage Area ( A.)
Disturbed Area =
Peak Inflow ( Q =CIA )
DIMENSIONS REQUIRED
Surface Area Required
Volume Required
DIMENSIONS PROVIDED
Basin Size:
Surface Area Provided =
Volume Provided
Weir length =
7'444 S. F.
12600 C.F.
Bottom Width (ft)
Length 116
Width = 64
Depth = .l
7688 S.F.
139.52 G.F.
y FT.
10 Year Storm
0.01. Acre/ Peak Flow
3600 C.F. l Dist, Acre
Top Width (ft)
OHM
62
2.1 Ratio
2' min depth
YES
YES

N.
N `Q m
U v J
Ul �7 N
_ Q7 tU
4 , GL Ur
.a
7 tCf
U
c
C
Mom
,N
ID
LL
y 46 r
o
t3 m o LU ° m
LL.
C7
� t !
Art
l
IMF
,
N.
N `Q m
U v J
Ul �7 N
_ Q7 tU
4 , GL Ur
.a
7 tCf
U
c
C
Mom
,N
ID
LL
y 46 r
o
t3 m o LU ° m

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box ° 969 - Asheboro NC 27203
Phone - 336 - 328.0922 Fax: [phone].
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:. E -2137
Job description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE-AVANT
HWY 311
Tem ora Sediment Trap 3
DESIGN DATA
Runoff Coefficient ( C)
Intensity ( I ) =
INJHR. 10 Year Storm
Drainage Area (A) =
AC.
Disturbed Area =
A.C.
Peak inflow ( Q =CIA) ^
21.093 C.F.S.
.DIMENSIONS REQUIRED
Surface Area Required = 918$ S:F 0:.01 Acre/ Peak Flow
Volume Required _ 11700 C.F. 3.600 C.F. / Dist. Acre
DIMENSIONS PROVIDED
Bottom Width (ft) Top Width (ft)
Basin Size: Length = '128 i :. `' 2;1 Ratio
Width = 60 68
Es
De th = ��. 2' min depth
Surface Area Provided = 9234$ S.F. YES
Volume Provided = 16928 C:F. YES
Weir length - FT.

�
4v
\�
\�
\�
I
p � cn
t
2 \ %
b_
./ 6
00
7� �
� �71 �Cd
$�
N m
'u
b 2
�
3 � � k
z
a!
.J
T�
� .
!�
\gm
�\
� \
w
%
�
0
LL L
■
�
�
. _
40- $
�
0�
0
LO
@ B
E 2
> @
© 'a r
g
E 4 §
�. g o 2
W I.. m O

Summey Engineering Associates; PLLC
Engineering'- Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone [phone] Fax. [phone]
RISER - SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporary Sediment Tra p 4
DESIGN DATA
22005 S.F.
Runoff Coefficient( C)
Volume Required
Intensity (I)
IN.IHR. 1.0 Year Storm
Drainage Area (A) =
AC.
Disturbed Area
-AC.
Peak Inflow (Li =CIA) =
50.586 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required ;
22005 S.F.
0,01 Acre I Peak Flow
Volume Required
32400 C5.
1800 C.F.I Dist. Aere
DIMENSIONS PROVIDED
Bottom Width (ft)
Top Width (ft)
Basin Size:
Length = 202
T ,
Width = 97
105
Depth = :i_ W
Surface Area Provided r
22550 S.F.
Volume Provided =
41644 C.F.
Weir length =r
. FT.
2:1 Ratio
2' min depth
YES
YES

% J �
O 0
■
I
LLI
g
M
-j
0
L. U!
L k
�
E v
W
E,�
0
>
(D
*W
m
E
0 om
r" M« t
w0 a 4)
� m

5ummey Engineering Associates, PLL
Engineering - Land Planning - Consulting
P.0, Box. 968 - Ashebiiro NC 27203
Phone - 336-32849.22 Fax 33:8.3260922
RISER : SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No: E-2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: Hwy 311
Randolph County
Owner:
Address:
ACE -AVANT
.HWY 311
-Temporary Sediment Trap 1
DESIGN DATA
Runoff Coefficient ( C 3 =
van
Intensity (I j =
INJHR. 10 Year Storm
Drainage Area (A) a
AC.
MAC.
Disturbed Area =
Peak Inflow( Q=C IA =
74.038 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = -322 1 S.F. 0.01 :Acre L Peak Flaw
Volume Required = 32400 C.F. 1860 C.F. ! Dist. Acre
DIMENSIONS PROVIDED
Bottom Width (ft) Top Width (ft)
Basin Size: Length 246 M 2;1 Ratio
Width µ 119 127
Depth = sm 2' min depth
Surface.Area Provided = $2258 S.F. YES
Volume Provided µ 61532 C.F. YES
Weir length = FT.

Stjmmey- E
ngineering P.... sociates, -PLLG
9,1TgIrlser! q9 - La 00 Plailnlh.g - Qbhtulting
-.
0.0. Box 96.8 A0heboro IN62724
lPhone Z3.6 3-2.8-.0922- I=x: 336-128-0922
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E- 2137
Job Descriptioh: RANDQLPH:G0UNV US: 317 WE
Job Location- HVVY 3.
Randolph County
OWner, ACE-AVANT
Address: HWY 311 .
Temporary Sediment Trap 2
DESIGN DATA
Runoff Coefficient (C)-=
fintenefty ( I ) =
Drainage Area (A)
0.1stuebod Area =
Peak Inflow ( Q-CIA
DIMENSIONS REQUIRED
Surface Area Required
. . . .. .0
Volume Required
DIMENSIONS PROVIDED_
Basin SIze. * .
Surface.kea Provided
Volume Provided
Weir length =
T"S.F F.
12600-C.F.
10 bear Storm
0.01 Acre I-PeaK Flow
3500 C.P. I Dist. Acre
Top Width (ft)
No
62
2:1 Ratio
2' rein depth
YES
YES

I Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
PA. Box: 968 - Asheboro NC 27203
Phone - 336- 328 -0922 Fax: [phone]
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E -21.37
Job Description: RAND OLPH COUNTY US: 311 SITE
Job Location: HIIUY 311
Randolph County
Owner:
Address:
ACE- -AVANT
HtNY 311
Temporary Sediment Trap 3
DESIGN DATA
Runoff Coefficient( C)
Intensity. ( I) =
IN /HR, 10 Year Storm
Drainage Area (A)
AC,
Disturbed Area
Peak Inflow (Q= CIA) =
21.093 G.F.S.
DIMENSIONS REQUIRED
Surface Area Required - 9188: S.F. 0.01 Acre l Peak. Flow
Volume Required = 11700. C.F. 3600 C.F. I Dist, Acre
DIMENSIONS PROVIDED
Bottom Width (ft) Top Width (ft)
Basin Size: Length W M W 2:1 Ratio
Width 60 68
Depth NM 2' miry depth
Surface Area Provided = 0248 S.F. YES
Volume Provided = 16928 C.F. YES
Weir length - FT.

Summey Engineering Associates, PLLC
n ineerin9 -.Land Plan. nir�g - Consulting
P.O. Box 968 - .Asheboro NC 27203
Phone ;336- 328 -0922 Fax: 336 - 328 -0922
RISER - SKIMMER BASIN CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
.lob Location:
Owner:
Address:
E -2137
RANDOLPH COUNTY US 311 SITE
HWY 311
Randolph County
ACE -AVANT
HWY 311
Temporary Sediment Trap 4
DESIGN DATA
Runoff Coefficient ( C)
intensity (I) =
IN./HR. 10 Year Storm
DraInage.Area ( A)
4C.
Disturbed Area =
AC.
Peak Inflow (Q =CIA) =
74.038 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = 32251. S:P.:
Volume Required= 32400 C.F.
DIMENSIONS PROVIDED
Bottom_ Width (ft)
Basin Size: Length = 246
Width = 119
Depth = Imi
0101 Acre:/ Peak Flow
1800 C.F. / Dist. Acre
Top Width (ft)
t `
127
2;1 Ratio
2' min depth
Surface Area Prodded = 32256 S.F. YES
Volume Provided = 61532 C.F. YES
Weir length OMFT.

M ro t tj C,
4, Appendices
duo 'R
4M41A ��,
3pa
F, T CA)
Outlet W = 90 + La
pipe 1 80
diameter (Do)
La
N�S so
0,
0 .
2WI_
so i4f3 200
Discharge (ft Isec)
5
CL
ci
Curves may not be extrapolated.
Figure 8-06a Design of outlet protection protection from a round pipe [lowing full, minimum tailwater condi lion (T,, , 0.5 diameter).
8.06.3

5
LA
�r = P3) 6 1 L S Appendices
.f
�+}�� r�S��J- f2tt
Ai
z •4t: �104 its
}2
BYO
fff A�
Outlet W = Do + La
pipe I
diameter (Do) Z
La - ---s1
3� i ilwater -< 0,5Dp
��alt1�
�o�
ill
gar pQ I I°
so 100
� 2 ((i charge (O /sec)
t
19
tM
R
m
a
G
1 �
.1-14
1004
Curves may not be extrapolated.
Fiqure 8.06a Design of outlet protection protection from around pipe flowing full, minimum iaiiwatercondit'ton J•„< 0.5 diameter).
8.06.3

W0
>
;;u
M
---------- ..........
-----------
tfr
to
0 v 0 N
C%
map
WWI=
284:
2*54 30'W
co -D
0. CO >
Ol
(A
r
ti
J C4.
co
16
40
:XA
>
0
m
tfr
to
0 v 0 N
C%
map
WWI=

S IZE
HEAMIATER DEPTIA FOR
Coo
IINLET CONTRCL
(IN FEET)
5.00
Mo
.5.50
6.00
4 00
6.910,
4. so
.7.00.
.4.00
.60
:4 .50
94.00
,-3111
0 1 SCHARGPE .11 N
C.F.S.
73.00
76.00
56.00
Coo
66.00
5.00
861.00
94.00
.5.50
6.00
6.910,
107.00
.7.00.
.4.00
8.0.00
:4 .50
94.00
5,.00
104. 00 jj
4c
115.00
6.0.----
.0
.... ... - ------ . ...... 125. 00
134.00
7'.00
IMOG
7.60
151.00
8.00
4.50
l08.00
6.50
MAO.
6.00
150
176.00 -
:8,'1]0
; ".:' ; ` 198, 00•
208-00
9.00
218.00.

S 1 ZE-
:1 NLET CGS jTROL C . F . S
(1N FEET)
_; • 4.20
rr .75
s La
j8 1..50 T:50
2.00
12.80
1
21n .76 !
_ 2.25
14.0 C.
` 2.75 16.0
3.25 1.9 ' 6O s
n : , 2.00
ft". 00
4 ,
• ... 18.60
2.50. n�j
3' 21,00
3.00
3.50
r
II AO
20.00 k
4 2.75 2..00.
,R L, 25 33.00
38.50
x•..75 �E
2.50" M. 50 -- �
3.00 — 30.00
3. a0
4,00 40.00
4.50:x''
5Y 5.00 8.50
,,,..
HTi 1 s
FREE "
DISCHARGE
19LET CONTROL .
ROTE;'
INLET CONTROL WILL EXIST $0 LONG.AS.HATER CAN FLow THROUGH THE BARREL {F.
OF THE CULVERT AT A aRERTEA ARSE THAN FT CAN gttTER THE CULVERT. BEYOND
THE C:U.I:!lEfIT ENTRANCE CONDITIONS, THE CAPACITY OF THE CllLVER.T is �!
NOT EFFECiEU 8Y SLOPE, LENGTH. OR ROUGHNESS.
�.jj3`

twurnmey Engineering Asst rates, PLLC
SEA Engineering • Land Planning • consultin g ' cj
• � °�'i
PLLC P.O. Box 968 — Asheboro, NC 27204`k
19661�
(336) 328 -09021 Fax: [phone] / Mack @ashcboro.co
<
TRANSMITTAL�¢�.
Date: January 31, 2012
To: NCDENR -Land Quality Re: Ace -Avant
585 Waughtown Street
Winston Salem, NC 27107 Erosion Control Plans - Revised
ATTN: Mr. Scott Sink SEA Job No. E -2137
We are sending you attached the following items:
❑ Shop Drawings ❑ Samples ❑ Copy of Letter
❑ Prints ❑ Specifications ❑ Other
® Plans ❑ Disk
# Copies
Drawing #
Description
Disposition
2 ea.
Erosion Plans - Revised
For Review
Remarks: Revised plans you requested.
Thanks!
Mack
c: File
If you need anything else just let me know.
8y:
H. Muck Summey, PE

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL
RESOURCES
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW
CHECKLIST
PROJECT NAME: AGE/AVANT DATE: January 17, 2012
PROJECT NO.: RANDO -2012 -017 COUNTY: Randolph
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan
application has been made and has shown the need for additional information as specified below. To meet
our review schedule, any additional information should be received by this office no later than
(February 04, 2012). Failure to meet this schedule may result in disapproval of your plan.
The following items shall be incorporated with respect to specific site conditions, in an erosion & sediment
control plan:
Comments:
1. Please ensure plan reflects new NPDES requirements. See attached. This will be required in
order to receive an NPDES permit.
2. Ensure road has stone placed over it and the creek is adequately protected from sediment at
culvert crossing SE of TSB 3 &4.

A2
:.
5
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
January 17, 2012
LETTER OF RECEIPT OF EROSION CONTROL PLAN
AceAvant Real Property Company, LLC
Attn. Tracy Matson
109 Seminole Drive
Archdale, NC 27263
RE: Project Name: ACE /AVANT
Project 1D: RANDO- 2012 -017
County: Randolph, Old Way Road, Randleman
River Basin: Cape Fear Stream Classification: Other
Submitted By: Mack Summey, SEA, PLLC
Date Received by LQS: January 13, 2012
Plan Type: New
Dear Sir or Madam:
This office has received a soil erosion and sediment control plan for the project Iisted above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S.
113A -57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain
approval of a soil erosion control plan prior to the commencement of the land - disturbing activity
(G.S. 113A -54(d) (4)). The Act further states that this plan must be Bled a minimum of 30 days
prior to the activity and the approving authority must approve or disapprove the submitted plan
within 30 days of receipt. Failure of the approving authority to approve or disapprove the
submitted plan within the 30 -day period will be deemed approval of the plan.
Commencement or continuation of a land - disturbing activity under the jurisdiction of this Act prior
to the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that
Winston -Salem Regional Office
585 Waughtown Street, Winston - Salem, North Carolina 27107 Phone: [phone] Fax: [phone]

Letter of Receipt
Project: ACE /AVANT
January 17, 2012
Page 2 of 2
information will be necessary before a final review can be completed. Enclosed is a checklist of
items that must be submitted before we can cone lete the review process. Failure to provide the
additional information may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water duality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated,
Sincerely,
Shannon Leonard
Assistant Regional Engineer
Land Quality Section
cc: Mack Sw nney, SEA, PLLC
file

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL
RESOURCES
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW
CHECKLIST
PROJECT NAME: ACE/AVANT DATE: January 17, 2012
PROJECT NO.: RANDO -2012 -017 COUNTY: Randolph
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan
application has been made and has shown the need for additional information as specified below. To meet
our review schedule, any additional information should be received by this office no later than
(February 04, 2012). Failure to meet this schedule may result in disapproval.of your plan.
The following items shall be incorporated with respect to specific site conditions, in an erosion & sediment
control plan:
Comments:
1. Please ensure plan reflects new NPI]ES requirements. See attached. This will be required in
order to receive an NPDES permit.
2. Ensure road has stone placed over it and the creek is adequately protected from sediment at
culvert crossing SE of TSB 3 &4.

ij� 4
NortWh C
NPDW-Stormwi Of
q;
forcdo
F -at
Laver Ot!6r NcGotwoo U$1 2
J3
J O*qd A0601
­kV
What Is this permit?
mew
This 1$ "your general %6rmwatar
corkstrucill
. . Sig
qj Aptivifles, developed. to m4t-fodial . , ": T.. I ."
T I n ral'PermitT01160 bh [de- In the
"6411 Pollutant Discharge VIMInOon S Ali
that
f fifis 4014 FAW i�.r 1,
.Y
I is separate - -te or
ODEO) roqUireMents,
5*fQh-And Sedimentmidn C0*61 (E&OC): Plan,
which :hag, been a North Carolina r.eOuIhjftjehf- for '
OVer 36year&
FOOOral regulations: adoPted by the 4),.$ tly t f wasted and d, 6t lOaOlng that
Enviropmentil Protection Agency (EPA)"and North
Carofirlk Divisib".0 WkerQudllty (DWQ) require an
NPDES Too pli4i'lk- 6i vate� QUA ity 01 �'the „. bi iion of
Vdes est011s1h CO ft...'@66h
permit for your "': ”" . , , -
OfOlOct- The. EPA L C
ority to administer the NPMS Y­t' -
ddledtitdd DWO�d th ;. 90 a .
'It Te-chn'16 '6 '1 V s.o-ry al
Gk_ J��`(OTAG)
0 Y I Q - -
11 f,
-orth Carolina. Two dMsloris 6f, -the , -0, .1.4
..9 am In 19 'FIN -ni of,
N ment of. to'(aide 1AN .`A��YeIOPOW AhIsi P
t and No U 4iliilf A
Environmen Resources, pA Was available I.Mr. 0 lo teA ow In may
rappo s!
-n ..b.le for differept. part 1h ral
are o of t 0 fede al pO #Ilf 1� fn
.6 fin
porrPittling reorpMenis.. ail I d Z: Wolve on
The E&SO plan approved oby the DIVt - -Od
Rosourdes (or a delegated local progrOth
tw core eio6.J6n'.d6nt_
r9l 1 equ4r9ment f y9pr
prpjoq.t . The N^PDES' 8 or 1
Peneral _PbrMlt issue .0. by
0WO contdIns additional. requi(erribrits related to a
range of water qu6jity Issue.s. 'These
OfMilb a ro related . i but separate Both CO . Main"
dOnditiOrl your .project site must av
Tire:mos citable; change In the- new permit Ormit is a TY
require
. errO l. i6rnon
st?t h a'­t g i6urdstablllia ..#
qn, such uch as wheat
ii4W application, be ap PIlad WI t 116 -1A -days frOn'the
last 'land 4 tu01pg
adflylly-; Fo.lr steep slopes, that
area must ,l*­stAtJIIVdd: within 7 days. Please see
page `2 bf this do0ume t(Ord tells.
What does thisperMit require me to do?
You' should read and become Your EB(SC plan Will looritlify
fdfniiiarWlt.h the provisions of this areas Where the more stringent pormft Bollow IS a I(St of th e I and f4
4
major require a day' gro''Od
;z Monts, With at ' lization r.eil ullrarnents
PAtions W
Wharo those differ apply. See Now 6rouhd
from the previous Construction . ia on
.Goiletal Permit. Construction S. IlZatIon Requirements
p4qb 2,
E'ROSON AND
Y60 must- implement ho Erosion
and $01hrliefitallorn, G-06-trol Plan
approved for your project by the
.Division of Land Resources or by
on Appove ' d 16cal.program.
Adherence to that E&SO Plan is
an ooforcsable component of the
Stork wator Permit.
MONITORING & INSPEd ONS
4 YOU musf keep a rain diuge
on site.
V badicated: demolition and
other waste areas and parlhen
material stockpi.16s must be
Iodated at least 50' frOW storm
drAIns or streams unless no
alternative Is feasIbI6 (new
reqUlre'ment).
0 you must inspect all E&SC
measuros at - iettot . once a ' week
and WlthIh 24 hoilirs after any
storm event aireater than .a half
inch (durlrIlo a. g+—h6j1llm. #Orlod).
V06 Must -take ImMeilliote
cotr6etivis option- for any dovice
failure.
l► you must inspect all -put lft
where stbirmwater runoff I
eaves
your Site and evaluate the effect
ori nearby aftam''s- or Wetlands.
Corrective action must be taken if
sedithent Is deposited off site or
into a stream or wetiand, or r
causes a visible in
turbidity (cloudiness) of. any
waterbody.
(oontInued on reverse side)

NPpES.Stormwater Discha e. f*srmit for CanstMotion Ac lAtfe9 Roylted August 2 2011
RerrnitRequirements tcoOrjged)
F. Yqd• must keep records of ER:
these inspections. and any
corrective actlons taken.
OPERATION & MAINLENANCE
You roust provide the operation
and maintenance necessary to
maintain optimal performance of
stormwater controls: This -means
take corrective action if erosion
and $a m.ont control facilities are
riot operating :propertyl Operation
and meintehitoce includes, but Is
not limited to:
+ fiegttlArly:cleaning out
sedimentation basins:
+ .5tabilixiog eroded banks or
spillway structures.
+ ,Repairlrig /cleairing out inlets
arid. outlet$,
• Repalritl piping, seepa0e
and mec Ah cal damage.
t Rdpalring siltfence damage.
Regular, fns .0.0. ierts area chance
to cFtaclt . iMpaets to neatbji
waters. If yotf:abserve sediment
that 1110 deposited in a stream
or W0tNhd,,..y.dtiIrlUst notify the
nivfelID of Water Qrlalaly
regional offlo W- thln 24. hours
and provide whiten notice
within 5 dove {see # 3 on page 6
Of' the General Permit). Please
$end .a copy of this
corresponden:e to the, Division of
Land resources (DLR).
iff
We compffanCe . serioOslyl
1Prolects that - violate Storrnwater
Permit condillons and/or - have
660thor0d water quality
impacts; rre subimt to-fines. Civil
p �eltitjs of > p to $25,000.00
Par. day or each, violation may
be assessed.
Who inspects me for Whdt?
DW 'U
ft coordinates with `l=t's
Land Quality Section to ensure
compliance with . state rules and
regulations governing
construction aci.lvities:_ That
means your project, is subject to
enforcement bYboth, divisions. In
general; Land - Quality staff All
inspect your site oft- a regular
basis. DWQ staff may also do
inspections. The inspections-may
be routlne1n nature, or, the result
of public cornplalnts.
Do 1 need to submit al Notice
of Intent to heive-coVerage
under this permit?
No. 'Once your EW Plan is
approved; your site is
automatically covered under this
permit. You do not deed to
submit .a Notice ' of Intent for a
Certificate of Coverage.
Nt~eVl(Tllf�'i'IN ........ AF,
Site Area Description
. 16bilizatlon
Timeframe Exceptions
Perimeter dikes,. swalea, ditohes-and slopes
7 days
None
l-iigh Ouailty water (Haw) Zones
7 days
None
Slopes steeper than 3:1
7 days
if slopes are 1 d' or less in ( ength and are .not
steeper than 2:1,14 days are allowed.
Slopes 31 or'f[atter
14 days
7 days for slopes greater than 50' in' length.
. All other.arsas with slopes flatter than 4A
14 days
None, except for perimeters and HQW Zones.
Do you tread more information?
`d.o wnr� pc NC Stormwater Permitlfrag
film: l /twrtaLncdenr.oralweblwo&AU
NGG01 Permit fnfofmaifon
h :! al.n nr.n Iw lw ns r i n
Map of Regional Offices
h2g; aI.rt denrmtw,el�iwa/home
Still have questions? Call the DWQ Regional Office nearest your project's location:
Mhwilie Offids (828).206-4500
Washington Office (252) 946 -6481
Fayetto.ville Office (918) 433 -3300
Wilmington Office (910) 796 -7215
Mooresville Office (704).683 -1899
Winston -Salem Office (336) 771 -5000
Raleigh Office (919) 791 -4200
Geniral Office (919) 807 -6300,

Project : RANDO- 2012 -017 Location : Old Way Road, Randleman
Name : ACE/AVANT
County : Randolph Total Acres : 30.00
River Basin : Cape Fear Water Classification: Other
Dewatering Ditches : No Riparian Buffer: Yes
Plan Type: New Complete Application Received : January 13, 2012
Plan Receipt Letter Date: January 17, 2012
Complete ? (No Checklist)
Affiliates
Financially Responsible Party:
AceAvant Real Property Company, LLC, ATTN :- Tracy Matson
109 Seminole Drive, Archdale, NC 27263
Tel: 336 - 431 -5852, Fax: 336 - 431 -0081, Email: tmatson @aceavant.com
Landowner :
Plan Designer:
SEA, PLLC, ATTN :- Mack Summey
P.O. Box 968, Asheboro, NC 27204
Tel: 336 - 328 -0902, Fax: 336 - 328 -0922, Email: mack @asheboro.com
Reviewed By : Chuck Kirchner
Signed By : Shannon Leonard

SEA
PLLC
January 12, 2012
Summey Engineering Associates, PLLC
Engineering • Land Planning • Consulting
PO Box 968 — Asheboro, NC 27204
(336) 328 -0902 I Fax: [phone] I Mack @asheboro.pm
TRANSMITTAL
F LIE IOF
r
i2zgianai G�irim:
To: Attn: Scott Sink Ace Avant US Hwy 311 Property
NCDENR
Land Quality Division
586 Waughtown St. Erosion Control Plans
Winston -Salem NC 27107 SEA Job No. E -2137
We are sending you attached the following items:
❑
Shop Drawings
❑
Samples ❑ Copy of Letter
❑
Prints
❑
Specifications ❑ Other
M
Plans
❑
Disk
# Copies
Drawing #
Description
Disposition
For your review:
2 ea.
Erosion Plans
1 ea,
Calculations
1 ea.
Signed FRO
1 ea.
Check for $1950.00
Remarks:
c: File
This is an expansion of the project submitted last May on your Project # RANDO -2011-
021. Please call if you should have any questions.
Thanks,
H. Mack Summey, Jr.
By: H. Mack Surnmey, Jr.

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336 -328 -0922 Fax: [phone]
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporary Sediment Trap 1
DESIGN DATA
Runoff Coefficient (C)
Intensity ( I) _
&S IN./HR. 10 Year Storm
Drainage Area (A)
Disturbed Area =
.1 >$ °AC.
Peak Inflow (Q =CIA) =
74.038 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = 32251 S.F.
Volume Required = 64800 C.F.
DIMENSIONS PROVIDED
Bottom Width (ft)
Basin Size: Length W 244
Width = 117
Depth = 2
0.01 Acre 1 Peak Flow
3600 C. F. 1 Dist. Acre
Top Width (ft)
-254
127
2:1 Ratio
2' min depth
Surface Area Provided = 32258 S.F. YES
Volume Provided = 76008 C.F. YES
Weir length = '16. FT.

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336- 328 -0922 Fax: [phone]
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporary Sediment Trap 2
DESIGN DATA
Runoff Coefficient (C)
Intensity (I)
IN. /HR. 10 Year Storm
Drainage Area (A) _
AC.
Disturbed Area =
3; is AC.
Peak Inflow (Q =CIA) =
17.089 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = . 7444 S.F.
Volume Required = 12600 C.F.
DIMENSIONS PROVIDED
Bottom Width (ft)
Basin Size: Length = 116
Width = 54
Depth = 2
0.01 Acre 1 Peak Flow
3600 C.F. 1 Dist. Acre
Top Width (ft)
124
62
2:1 Ratio
2` min depth
Surface Area Provided = 7688 S.F. YES
Volume Provided = 13952 C.F. YES
Weir length = 1 FT.

Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968 - Asheboro NC 27203
Phone - 336 -328 -0922 Fax: 336 - 328 -0922
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No: E -2137
Job Description: RANDOLPH COUNTY US 311 SITE
Job Location: HWY 311
Randolph County
Owner:
Address:
ACE -AVANT
HWY 311
Temporary Sediment Trap 3
DESIGN DATA
Runoff Coefficient ( C) _
Intensity ( I ) =
Drainage Area (A) =
Disturbed Area =
Peak Inflow ( Q= CIA) =
DIMENSIONS REQUIRED
Surface Area Required =
Volume Required =
DIMENSIONS PROVIDED
Basin Size:
6.5= IN /HR.
v.9 AC.
S25.. AC.
21.093 C.F.S.
9188 S.F.
11700 C.F.
Bottom Width (ft)
Length = 128
Width = 60
Depth = 2
10 Year Storm
0.01 Acre 1 Peak Flow
3600 C.F. ! Dist. Acre
Top Width (ft)
136
68
2:1 Ratio
2' min depth
Surface Area Provided = 9248 S.F. YES
Volume Provided = 16928 C.F. YES
Weir length = 10 FT.

a
Calculate Skimmer Size
Basin Volume in Cubic Feet
Days to Drain*
In NC assume 3 days to drain
64,800 Cu.Ft
3 Days
Estimate Volume of Basin Length width
Top of water surface in feet 251 127 Feet
Bottom dimensions in feet 244 117 Feet
Death in feet 2.5 Feet

Skimmer Size 5.0 Inch
Orifice Radius 2.0 Inch[es]
Orifice Diameter 4.1 Inch[es]
VOLUME 76007.5 Cu. Ft.

N
a� N
� c c
LC) O r
N r N
co
N
N E LZ
L c�
Gi � ❑
E U
E 4= +-
U} O CO
LL �
7+
� fa
U ❑
O
CD
N
T
W
N �
N LL
L V
� c
0
O ❑
U
U m ❑
w
U
N
M
r
W
J
0
y-a -" 4-
a) N (D
N N N
U- LL LL
�f I.
,tltolN
r T
MN 4w
W 421 1 tU
0
Qy
�'` y('
.�,
0
0 c
>, 0 d
W 2 E
4-J M
C Qs
Q Q
Lama

C�-)
� 4)
u u
U U U
� � C
Lo O O
N r N
^L'
W
N a)
c a
cu
E U U
N O O
LL
a
U ❑
O Co.
r
N ti
cn
0
•� >
U
U m v
LL
7
U
00
N
0)
w
e-
W
J
0
m(DW
(1) a) aD
LL LL LL
M
m N f CV
C
to ++
m cw
O •� c
� � N
E o
O N
> °' a
4a
� 3 �
0 0
CL
W H- 00 0

�
\
} ƒ |LO
;k
!f
0
02
2 !
f
7�
/ 7
a
E°
J
\ -
E E
J3
Ĥ
k� CD
k/
wFL
�
§
9
\
co
|/
�®{ `
]Ui c
;»
E
))� `
I- < /
`w.
220
\ ƒ)

ci
Lil
U-1
or-
0
rU
ru
0
0
0

FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT t J. }
No person may initiate any land- disturbing activity on one or more acres as covered by the Act,befb
form and an acceptable erosion and sedimentation control plan have been completed and approveM� the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e -mail and/or fax information unavailable, place NIA in the blank.)
Part A.
Project Name Ace Avant Hwy 311 Site
2. Location of land- disturbing activity: County Randolph„ City or Township Randleman
Highway /Street US Hw 311 & Old Way Latitude
ngitude
3. Approximate date land- disturbing activity will commence: January 20 2012
4. Purpose of development (residential, commercial, industrial, institutional, etc.) :,Clearing & Fill _
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 30 Ac.
6. Amount of fee enclosed: $ 1950.00 . The application fee of $65.00 per acre (rounded up to
the next acre) is assessed without a ceiling amount (Example: a 9 -acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed x
8. Person to contact.should erosion and sediment control issues arise during land- disturbing activity:
Name Mr. Michael Somero E -mail Address_msomero @aceavant.com
Telephone [phone] Cell # 336- 442 -3323 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
AceAvant Real Property Company 336- 431 -5852 336- 431 -0081
Name LLC, c/o Tracy Matson Telephone Fax Number
109 Seminole Drive
Current Mailing Address Current Street Address
Archdale NC 27263
City State Zip City State Zip
10, Deed Book No. 1988 Page No. 1185 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land- disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
AceAvant Real Property Company, LLC tmatson(&-aceavant.com
Name c/o Tracy Matson E -mail Address
109 Seminole Drive
Current Mailing Address
Archdale NC 27263
City State Zip
Current Street Address
City
State
Telephone [phone] Fax Number 336- 431 -0081
Zip

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
NIA
Name E -mail Address
Current Mailing Address
Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Marty is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
NIA
Name of Registered Agent E -mail Address
Current Mailing Address
City State
Telephone.
Current Street Address
Zip City State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Mr. Tracy Matson Owner
Type or print name Title or Authority
ignature Date
I, L6,r-d r C C 0�, films ��' �� �� a Notary Public of the County of Re- r`clu
State of North Carolina, hereby certify that rG -C.0 �� _ appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness m hand and notarial seal, this da
y ,9.{iiFFf� •,P
W
e �
w� V� ♦
My commission expires '7<3 -� f

North Carolina Department of Environment and Natural Resources
Land Quality Section: 585 Waughtown Street, Winston - Salem, NC 27107 (336) 771 -5000
County: Randolph __ Project: ACEIAVANT River basin: CUe Fear
Person financially responsible: Ace /Avant Real Property Company, LLC Project # RANDO- 2011 -021
Address: Attn: Michael Somero VP 109 Seminole Drive Archdale NC 27263
1. Project location: Old Way Road, Sophia
Pictures: Yes: ❑ No: X Prints: ❑ Slides: ❑ Video: ❑ Digital: ❑
2. Weather and soil conditions: PC /60's/Wet Soil Initial inspection: Yes: ❑ No: X
3. Is site currently under notice of violation? Yes: ❑ No: X
4. Is the site in compliance with S.P.C.A. and rules? Yes: ❑ No: X If no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 113A -57 (4) and 15A N.C.A.C413.0107(c) X g. Inadequate buffer zone, G.S. 113A -57(1)
X b. Failure to follow approved plan, G.S. 1 I3A -57 (5)
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2) or 15A
X c. Failure to submit revised plan, G.S. 113A- 54.1(6) and 15A N.C.A.C, 411.0124(d)
N. C.A.C. 413.0118(a) ❑ i. Unprotected exposed slopes, G.S. 113A -57(2)
❑ d. Failure to provide adequate groundcover, G.S. 113A -57(3) and ❑ j. Failure to maintain erosion control measures,
15A N.C.A.C. 4B.0007(b) or 15A N.C.A.C. 413.0124(e) 15A N.C.A.C. 413.0113
X e. Insufficient measures to retain sediment on site, G.S. 113A -57(3) ❑ k. Failure to self - inspect G.S. 1 I3A- 54.l(e) and 15A N.C.A.C.
4B.0131
X f. Failure to take all reasonable measures, 15A N.C.A.C.4130105
❑ 1. Other (describe)
6. Has sedimentation damage occurred since last inspection? Yes: X If yes, where? (check all that apply) No: ❑
Lake /natural watercourse on the tract: X Lake /natural watercourse off the tract: ❑ Other property: ❑
Description: Sediment into drainage ditch below access road culy rt and in1_Qs_tL= channgl al cglvert crossing
Degree of damage: slight: X moderate: ❑ severe: ❑
7. Contact made with (name): Steve Zigglar /Brian Coble Title: Developers
Inspection report given: ❑ or sent: X to person financially responsible. Date given/c �I 3e l 12
S. Potential NPDES Permit Violation? Yes: X No: ❑ Describe: Failure to follow the approved erosion control plan.
9. Corrective actions needed:
❑ Submit an adequate sedimentation and erosion control plan for approval, covering all areas disturbed or to be disturbed.
X Install all sedimentation and erosion control measures as shown on the approved plan., including the following locations:
Install Temp. Sed. Tra # 1 in low area to a roved plan dimensions 100'x50'x3' w/ 10' weir & see below.
X Subunit a revised sedimentation and erosion control plan for approval for the following areas: all areas_ disturbed outside
the current limits of disturbance and areas to be phased in later as discussed in the field., _
❑ Provide adequate permanent ground cover on all areas where development has been completed for 15 working or 90
calendar days, whichever is shorter (15 working or 60 calendar days, whichever is shorter, in High Quality Waters).
X Install erosion and sediment control devices sufficient to retain sediment on the tract.
❑ Install temporary sediment traps, basins and rock dams and associated diversions as shown on the approved plan, including
the following locations:
❑ Install adequate drop inlet protection as shown on the approved plan, including the following locations:
X Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within the 25 % of the buffer
nearer the land disturbance using natural or artificial means (minimum 25 -foot width in Trout Waters) including the following
areas: Buffer impact areas will need to be addressed on the revised plan.
❑ Reduce the angle of graded slopes to an angle on which vegetative ground cover may be established at the following
locations:
X Provide adequate temporary or permanent ground cover on all graded slopes where rough or fine grading has been
completed for 21 calendar days, including the following areas: all ditch lines Per the approved plan.
❑ Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to prevent
sedimentation damage including the following locations
Page 1 of 2

North Carolina Department of Environment and Natural Resources
Land Quality Section: 585 Waughtown Street, Winston - Salem, NC 27107 (33 6) 771 -5000
County: Randolph Project: ACE /AVANT
Project # RANDO -2011 -021
9. Corrective actions needed (continued):
1. Install outlet check dam below entrance access road culvert per the approved plan dimensions. Ensure
all flow from disturbed areas along this road goes through or over these stone check dams. Check dams
must have min. 3' class B stone per the approved. plan as discussed in the field.
2. Seed and mulch all areas that are not currently actively graded per the approved plan,
3. Ensure all disturbed areas maintain positive drainage to trap at end of entrance access road through all
phases of construction.
4. Install silt fence stone outlets in areas along access road where positive drainage cannot be maintained
to access road culvert.
10. Comments:
1. Met on site per owner request to discuss corrective action items needed on site.
2. Some areas along access road and entrance have been seeded and mulched. No matting installed to
date per the approved plan.
3. Active grading is underway under this permit and under the RANDO - 2012 -017 permit. Separate report
Tone for the other area. Some areas overlap.
4. Revised plan must be submitted by 0611512012. Recommend closing this permit number out and
incorporating entire site into RANDO- 2012 -017 revised plan permit.
Report by: Chuck Kirchner Others Present:
Date of inspection: 05/30/2012 Time arriving on site: 09:15 am Time leaving site: 10:20 am
cc: msomeroAaceavant.com
Page 2 of 2

North Carolina Department of Environment and Natural Resources
Land Quality Section: 585 Waughtown Street, Winston - Salem, NC 27107 (336) 771 -5000
County: Randolph — Project: ACE /AVANT River basin: Cape Fear
Person financially responsible: Ace /Avant Real Property Company, CoMpaLly, LLC Project # RANDO -2011 -021
Address: Attn: Michael Somero VP 109 Seminole Drive Archdale, NC 27263
1. Project location: Old Way Road, Sophia__
Pictures: Yes: X No: ❑ Prints: ❑ Slides: ❑ Video: ❑ Digital: X
2. Weather and soil conditions: Cloudy/60's/Wet Soil Initial inspection: Yes: ❑ No: X
3. Is site currently under notice of violation? Yes: ❑ No: X
4. Is the site in compliance with S.P.C.A. and rules? Yes: ❑ No: X If no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 113A -57 (4) and 15A N.C.A.C413.0107(c)
X b. failure to follow approved plan, G.S. 113A -57 (5)
❑ c. Failure to submit revised plan, G.S. 113A- 54.1(b) and 15A
N.C.A.C. 4B.01 18(a)
❑ d. Failure to provide adequate groundcover, G.S. 113A -57(3) and
15A N.C.A.C. 48,0007(b) or 15A N.C.A.C. 413,0124(e)
❑ e. Insufficient measures to retain sediment on site, G.S. 113A -57(3)
X f. Failure to take all reasonable measures, 15A N.C.A.C.4130105
❑ g. Inadequate buffer zone, G.S. 113A -57(1)
❑ h. Graded slopes and fills too steep, G.S. 113A -57(2) or 15A
N.C.A.C. 413.0124(d)
❑ i. Unprotected exposed slopes, G.S. 113A -57(2)
❑ j. Failure to maintain erosion control measures,
15A XC.A.C. 4B.0113
❑ k. Failure to self - inspect G.S. 113A- 54.1(e) and 15AN.C.A,C.
48.0131
❑ 1. Other (describe)
6, Has sedimentation damage occurred since last inspection? Yes: ❑ If yes, where? (check all that apply) No: X
Lake /natural watercourse on the tract: ❑ Lake /natural watercourse off the tract: ❑ Other property: ❑
Description:
Degree of damage: slight: ❑ moderate: ❑ severe: ❑
7. Contact made with (name): I Title:
Inspection report given: ❑ or sent: X to person financially responsible. Date giver nts . 1" f i Z- S )
8. Potential h1PDES Permit Violation? Yes: X No: ❑ Describe: Failure to follow the approved erosion control plan
9. Corrective actions needed:
❑ Submit an adequate sedimentation and erosion control plan for approval, covering all areas disturbed or to be disturbed.
X Install all sedimentation and erosion control measures as shown on the approved plan, including the following locations:
Install Temp. Sediment Trap # 1 in low area to approved plan dimensions (100'x50'x3' w/ 10' weir) & see below.
❑ Submit a revised sedimentation and erosion control plan for approval for the following areas:
❑ Provide adequate permanent ground cover on all areas where development has been completed for 15 working or 90
calendar days, whichever is shorter (15 working or 60 calendar days, whichever is shorter, in High Quality Waters).
X Install erosion and sediment control devices sufficient to retain sediment on the tract.
❑ Install temporary sediment traps, basins and rock dams and associated diversions as shown on the approved plan, including
the following locations:
❑ Install adequate drop inlet protection as shown on the approved plan, including the following locations:
❑ Provide an adequate stream buffer zone of sufficient width to confute visible sedimentation within the 25 % of the buffer
nearer the land disturbance using natural or artificial means (minimum 25 -foot width in Trout Waters) including the following
areas:
❑ Reduce the angle of graded slopes to an angle on which vegetative ground cover may be established at the following
locations:
X Provide adequate temporary or permanent ground cover on all graded slopes where rough or fine grading has been
completed for 21 calendar days, including the following areas: all ditch lines and trap slopes ptr the approved plan.
❑ Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to prevent
sedimentation damage including the following locations:
Page 1 of 2

! rr 3�
North Carolina Department of Environment and Natural Resources
Land Quality Section: 585 Waughtown Street, Winston-Salem, NC 27107 [phone]
County: Randolph Project. AMAVANF Project €1 12AND0 -2011 -021
9. Corrective actions needed (continued):
1. Install outlet check dam below entrance access road culvert per the approved plan dimensions. Ensure
all flow from disturbed areas along this road go through or over stone check dam.
2. Seed and mulch all areas that are not currently actively graded per the approved plan.
3. Ensure all disturbed area maintains positive drainage to trap at end of entrance access road.
10. Comments:
1. This report is for original plan access road in and small disturbed area at end of access road.
2. Site inspection per complaint from DWQ and NC Soil and Water Conservation Commission.
3. Active grading is underway under this permit and under the RANDO- 2012 -017 permit. Separate report
done for other area.
Report by: Chuck Kirchner Others Present:
Bate of inspection: 05123/2012 Time arriving on site: 08:50 am Time leaving site: 09:35 am
cc: msomeroOlaceavant.com
Page 2 of 2

Project Name:
ACEAVANT Site
State ID:
RANDO-2011-021
RAN
DO-
2012
-017
05/23/2012 Inspection
Photos

/ 4Y1 }y\ ��r'� \\ I I,1i1�1Y1 -- /� / / ♦�` �� �� —;. ���1i1 +'+
AI
��-
� � � ♦, + , �'. � 111 I l� ��',-:,
i I i cif. % / /,'.•;, /, � r� 1
l�ill,1:
qrl
1 � f ♦� 1 ff 1 Z f `/ : %l %j .j III, y. iii I 1 I I v l
1 l� \ 1 „r 1. C j, � f � y4 ,J : � r'.' o "� �f ♦ 1 I ( i o_� r
� j 1 1 1 I ' Y I ( 1';;`lrrr;(�Il I i I ♦ ) / l
y 1 l 1 1 1 1 1 !I l +;ir {Irrr;f11 ��♦ / v � f' �I Y�.
-'9
_---- `-- -- - - - - -�f
—
at U5 Hwy 311
1 �
1 I /
I�
I
Ir
1
r -
r
- I
1
r Ii
1 1
i ='pies vY'P r re u r F:N- n
�
0
13,11fiRp It P3,11, eaoNsu -o nN ..a a;y
'gas ;it�o$1 l's'95(�$sv's j' ER9'e, 2.
' ►124�i. a Y���r's3s1Fx�E.�6s� sg u1
=� b$ (�i q�6 .•� �7� a4a Aq S<"�,i L�� [��.:a {98g n
� =�� yy•a :r'- �� i�gAdy�$a �dS� i g7�° m
�� >< 7 � °•�� �e a2. - 7�'fsi 4- n3 °ate °s
�� s i ' _ '�� s •- R• `� °1; 1: $g3flea
:� rv-lov' xnrosravAolNCnwrnus z} °" V" W. 5ummeyLnvineenn9AssocraGes, PiLC
p� 2 -P6i4 x 'nO•"'�'a�� ��neenng- LandPlsnning -C nevltrng
N f a.e wu on ACE AVANT US 311 SITE
na.e.,ideu,�
�''# Woj NEWMARMTW.- MNDO(PHGOIWff- NORTH MOLINA
I
I
r', ;,•,•; r -�_ l %+:'f`i I.I.
—` =j
Y17.f1 iii it r - ti i' r f, i, \ ,
�"-1 -''�•i
i I i cif. % / /,'.•;, /, � r� 1
l�ill,1:
qrl
1 � f ♦� 1 ff 1 Z f `/ : %l %j .j III, y. iii I 1 I I v l
1 l� \ 1 „r 1. C j, � f � y4 ,J : � r'.' o "� �f ♦ 1 I ( i o_� r
� j 1 1 1 I ' Y I ( 1';;`lrrr;(�Il I i I ♦ ) / l
y 1 l 1 1 1 1 1 !I l +;ir {Irrr;f11 ��♦ / v � f' �I Y�.
-'9
_---- `-- -- - - - - -�f
—
at U5 Hwy 311
1 �
1 I /
I�
I
Ir
1
r -
r
- I
1
r Ii
1 1
i ='pies vY'P r re u r F:N- n
�
0
13,11fiRp It P3,11, eaoNsu -o nN ..a a;y
'gas ;it�o$1 l's'95(�$sv's j' ER9'e, 2.
' ►124�i. a Y���r's3s1Fx�E.�6s� sg u1
=� b$ (�i q�6 .•� �7� a4a Aq S<"�,i L�� [��.:a {98g n
� =�� yy•a :r'- �� i�gAdy�$a �dS� i g7�° m
�� >< 7 � °•�� �e a2. - 7�'fsi 4- n3 °ate °s
�� s i ' _ '�� s •- R• `� °1; 1: $g3flea
:� rv-lov' xnrosravAolNCnwrnus z} °" V" W. 5ummeyLnvineenn9AssocraGes, PiLC
p� 2 -P6i4 x 'nO•"'�'a�� ��neenng- LandPlsnning -C nevltrng
N f a.e wu on ACE AVANT US 311 SITE
na.e.,ideu,�
�''# Woj NEWMARMTW.- MNDO(PHGOIWff- NORTH MOLINA
I
I

@Check dam at end of access road disturbed area
•Entrance onto HWY 311 outside of Approved Plan limits

,,View of area not disturbed yet to Basin # 1.
*Area below above picture mostly drains to Basin # 2 & 3.

,,Area along east side not adequately diverted and outside
approved plan limits of disturbance.

Kirchner, Chuck
From: Euliss, Amy
Sent: Thursday, May 24, 2012 9:00 AM
To: Homewood, Sue; Graznak, Jenny
Cc: Kirchner, Chuck
Subject: FW: Ace Avent 5 -22 -12
Attachments: Below basin around corner.JPG; downstream 2nd pipe.JPG; First pipe - inlet.JPG; First pipe
outlet.JPG; sediment beside outlet 2nd pipe.JPG; turbid basin.JPG; upstream 2nd pipe.JPG;
DSCN0135.JPG; DSCN0136.JPG
Mere are the pictures of the Ace Avent site from Mason Herndon.
From: Herndon, Mason
Sent: Thursday, May 24, 2012 8:09 AM
To: Euliss, Amy
Subject: Ace Avent 5 -22 -12
Amy, attached are the pictures I took on Tuesday @ Ace Avent. The untitled pictures are of sediment in the stream
between the proposed industrial park and R- 260613. Call me if you have any questions.
Thanks!
MH
Mason Herndon
Environmental Senior Specialist
NCDENR, Division of Water Quality
Surface Water Protection
mason.herndon @ncdenr.gov
Phone. [phone]
E -mail correspondence to and from this address may be. subject to the
North Carolina Public Records Law and may be disclosed to third parties.

FK
x
a
IF
a:
t _
S Acv j T, �•' I � �� '''� - J ti P "f2 i- - -
� f �
At

t
yY
} >� sW a
Re5', §
{ F { d
NOW 3
MIN
all4 RF
f �
.Y
T

North a.olina Department of Environment and Natu,at Resources
Land Quality Section: 585 Waughtown Street, Winston - Salem, NC 27107 (336) 771 -5000
County:. Randolph Project: ACE /AVANT River basin: Cape Fear
Person financially responsible: Ace/Avant Real Property Company, LLC Project # RANDO- 2011 -021
Address: Attn: Michael_ Somero, VP 109 Seminole Drive Archdale, NC 27263
1. Project location: Old Way Road Sophia
Pictures: Yes: ❑ No: X Prints: ❑ Slides: ❑ Video: ❑ Digital: ❑
2. Weather and soil conditions: Drizzle /50's/Wet Soil Initial inspection: Yes: ❑ No: X
3. Is site currently under notice of violation? . Yes: ❑ No: X
4. Is the site in compliance with S.P.C.A. and rules? Yes: X No: ❑ If no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 113A -57 (4) and 15A N.C.A.C413.0107(c) ❑ g. Inadequate buffer zone, G.S. 113A -57(1)
❑ b. Failure to follow approved plan, G.S. 113A -57 (5) ❑ h. Graded slopes and fills too steep, G.S. 113A -57(2) or 15A
❑ c. Failure to submit revised plan, G.S. 113A- 54.1(b) and 15A N.C.A.C. 4B.0124(d)
N.C.A.C. 413.0118(a) ❑ i. Unprotected exposed slopes, G.S. 113A -57(2)
❑ d. Failure to provide adequate groundeover, G.S. 113A -57(3) and ❑ j. Failure to maintain erosion control measures,
15A N.C.A.C. 4B.0007(b) or 15A N.C.A.C. 4B.0124(e) 15A N.C.A. C. 48.0113
❑ e. Insufficient measures to retain sediment on site, G.S. 113A -57(3) ❑ k. Failure to self - inspect G.S. 113A-54. I (e) and 15A N.C.A.C.
413.0131
❑ £ Failure to take all reasonable measures, 15A N.C.A.C.4B0105
❑ 1. Other (describe)
6. Has sedimentation damage occurred since last inspection? Yes: ❑ If yes, where? (check all that apply) No: X
Lake /natural watercourse on the tract: ❑ Lake /natural watercourse off the tract: ❑ Other property: ❑
Description:
Degree of damage: slight: ❑ moderate: ❑ severe: ❑
7. Contact made with (name):
Inspection report given: ❑
Title:
or sent: X to person financially responsible. Date given/ ent 3I+ It CAA>
S. Potential NPDES Permit' Violation? Yes: ❑ No: X Describe:
9. Corrective actions needed:
❑ Submit an adequate sedimentation and erosion control plan for approval, covering all areas disturbed or to be disturbed.
❑ Install all sedimentation and erosion control measures as shown on the approved plan, including the following locations:
❑ Submit a revised sedimentation and erosion control plan for approval for the following areas:
❑ Provide adequate permanent ground cover on all areas where development has been completed for 15 working or 90
calendar days, whichever is shorter (15 working or 60 calendar days, whichever is shorter, in High Quality Waters).
❑ Install erosion and sediment control devices sufficient to retain sediment on the tract.
❑ Install temporary sediment traps, basins and rock dams and associated diversions as shown on the approved plan, including
the following locations:
❑ Install adequate drop inlet protection as shown on the approved plan, including the following locations:
❑ Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within the 25 % of the buffer
nearer the land disturbance using natural or artificial means (minimum 25 -foot width in Trout Waters) including the following
areas:
❑ Reduce the angle of graded slopes to an angle on which vegetative ground cover may be established at the following
locations:
❑ Provide adequate temporary or permanent ground cover on all graded slopes where rough or fine grading has been
completed for 21 calendar days, including the following areas:
❑ Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to prevent
sedimentation damage including the following locations
Pagel of 2

North Carolina Department of Environment and Natura, kesources
Land Quality Section: 585 Waughtown Street, Winston - Salem, NC 27107 (336) 771 -5000
County: Randolph Project: ACE/AVANT Project# RANDO- 2011 -021
9. Corrective actions needed (continued):
NIA
10. Comments:
1. Construction has started on site. Ensure a construction access is provided at all points of site access
sufficient to ensure no sediment gets tracked out onto public roadways.
2. Ensure measures remain functional through all phases of construction and all water continues to flow
to trap from disturbed areas.
3. Per apTrovedplan modification ensure berm is placed at the top of fill pad and a slope drain is provided
into trap.
Report by: Chuck Kirchner Others Present:
Date of inspection: 02/29/2012 Time arriving on site: 10:32 am Time leaving site: 10:54 am
cc: msomeroAaceeavant.com _
Page 2 of 2

t ►7M■J I i311 11111111
North Carolina Department of Environment and Natural Resources
Land Quality Section: 585 Waughtown Street, Winston - Salem, NC 27107 (336) 771 -5000
County: „Randolph Project: ACE/AVANT River basin: Ca e Fear
Person financially responsible: Ace /Avant Real Property Com an LLC Project # RANDO -2011 -021
Address: Attn: Michael Somero VP 109 Seminole Drive Archdale NC 27263
1. Project location: Old Way Road Sophia
Pictures: Yes: ❑ No: X Prints: ❑ Slides: ❑ Video: ❑ Digital. ❑
2. Weather and soil conditions: Sunny/80's/Workable Initial inspection: Yes: X No: ❑
3. Is site currently under notice of violation? Yes: ❑ No: X
4. Is the site in compliance with S.P.C.A. and rules? Yes: X No: ❑ If no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 113A -57 (4) and 15A N.C.A.C411.0107(c)
❑ b. Failure to follow approved plan, G.S. 113A -57 (5)
❑ c. Failure to submit revised plan, G.S. 113A- 54.1(b) and 15A
N. C.A. C. 4B.0118(a)
❑ d, Failure to provide adequate groundcover, G.S. 113A -57(3) and
15A N.C.A.C. 4B.0007(b) or 15AN.C.A.C. 4B.0124(e)
❑ e. Insufficient measures to retain sediment on site, G.S. 113A -57(3)
❑ f Failure to take all reasonable measures, 15A N.C.A.C.4130105
6.
❑ g. Inadequate buffer zone, G.S. 113A -57(1)
❑ h, Graded slopes and fills too steep, G.S. 113A -57(2) or 15A
N.C.A.C. 4B.0124(d)
❑ i, Unprotected exposed slopes, G.S. 113A -57(2)
❑ j. Failure to maintain erosion control measures,
15A N.C.A.C. 4B.0113
❑ k. Failure to self- inspect G.S. 113A- 54.I(e) and 15A N.C.A.C.
4B.0131
❑ 1. Other (describe)
Has sedimentation damage occurred since last inspection? Yes: ❑ If yes, where? (check all that apply) No: X
Lake / natural watercourse on the tract: ❑ Lake /natural watercourse off the tract: ❑ Other property: ❑
Description:
Degree of damage: slight: ❑ moderate: ❑ severe: ❑
Contact made with (name):
Inspection report given: ❑
or sent: X to person financially responsible.
8. Potential NPDES Permit Violation? Yes: ❑ No: X Describe: _
9. Corrective actions needed:
_ Title:
fir
Date given/ `e /! 1i _'
❑ Submit an adequate sedimentation and erasion control plan for approval, covering all areas disturbed or to be disturbed.
❑ Install all sedimentation and erosion control measures as shown on the approved plan, including the following Iocations:
❑ Submit a revised sedimentation and erosion control plan for approval for the following areas:
❑ Provide adequate permanent ground cover on all areas where development has been completed for 15 working or 90
calendar days, whichever is shorter (15 working or 60 calendar days, whichever is shorter, in High Quality Waters).
❑ Install erosion and sediment control devices sufficient to retain sediment on the tract.
❑ Install temporary sediment traps, basins and rock dams and associated diversions as shown on the approved plan, including
the following locations:
❑ Install adequate drop inlet protection as shown on the approved plan, including the following locations:
❑ Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within the 25 % of the buffer
nearer the land disturbance using natural or artificial means (minimum 25 -foot width in Trout Waters) including the following
areas:
❑ Reduce the angle of graded slopes to an angle on which vegetative ground cover may be established at the following
locations:
❑ Provide adequate temporary or permanent ground cover on all graded slopes where rough or fine grading has been
completed for 21 calendar days, including the following areas:
❑ Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to prevent
sedimentation damage including the following locations
Page 1 of 2

F ► - s '901k \ .
North Carolina Department of Environment and Natural Resources
Land Quality Section: 585 Waughtown- Street, Winston- Salem, NC 27107 (336) 771 -5000
County: _ Randolph Project: ACE /AVANT Project # RANDO -2011 -021
9. Corrective actions needed (continued):
NIA
10. Comments:
1. No work to date on site.
2. Please contact this office at (336) 771 -5000 at least 10 days prior to start of construction.
3. Ensure all erosion control measures are installed per the approved plan w/ modification prior to any land disturbing activities.
4. Modification: lnstali berm at top of pad fill slope where slope is greater than 8' and install slope drain to trap.
Report by: Chuck Kirchner Others Present:
Date of inspection: 09/12/2011 Time arriving on site: 09:36 am Time leaving site: 09 :45 am
cc: msomeroQaceavant.com
Page 2 of 2

North Caruana Department of Environment and Naturax.Kesources
Land Quality Section: 585 Waughtown Street, Winston- Salem, NC 27107 (336) 771 -5000
County: Randolph Project: ACE /AVANT River basin: Cape Pear
Person financially responsible: Ace /Avant Real Property Com an LLC Project # RANDO- 2011 -021
Address: Attn: Michael Somero VP 109 Seminole Drive Archdale NC 27263 '
1. Project location;: Old Wa Road Sophia
Pictures: Yes: ❑ No: X Prints: ❑ Slides: ❑ Video: ❑ Digital: ❑
2, Weather and soil conditions: Sunny/90's/Workable Initial inspection: Yes: X No: ❑
3. Is site currently under notice of violation? Yes: ❑ No: X
4. Is the site in compliance with S.P.C.A. and rules? Yes: X No: ❑ If no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 113A -57 (4) and I5A N.C.A.C413.0107(c)
❑ b. Failure to follow approved plan, G.S. 113A -57 (5)
❑ c. Failure to submit revised plan, G.S. 113A- 54.1(b) and 15A
N.C.A.C. 4B.0I 18(a)
❑ d. Failure to provide adequate groundcover, G.S. 113A -57(3) and
15A N.C.A.C. 413.0007(b) or 15A N.C.A.C. 4B.0124(e)
❑ e. Insufficient measures to retain sediment on site, G.S. 113A -57(3)
❑ f Failure to take all reasonable measures, 15A N.C.A.C.4B0105
❑ g. Inadequate buffer zone, G.S. 113A -57(1)
❑ h. Graded slopes and fills too steep, G.S. 113A -57(2) or 15A
MC.A.C. 4B.0124(d)
❑ i. Unprotected exposed slopes, G.S. 113A -57(2)
❑ j, Failure to maintain erosion control measures,
15A N.C.A.C. 413.0113
❑ k. Failure to self - inspect G.S. 113A- 54.l(e) and 15A N.C.A.C.
413,4131
❑ 1. Other (describe)
6. Has sedimentation damage occurred since last inspection? Yes: ❑ If yes, where? (check all that apply) No: X
Lake /natural watercourse on the tract: ❑ Lake /natural watercourse off the tract: ❑ Other property: ❑
Description:
Degree of damage: slight: ❑ moderate: ❑ severe: ❑
7. Contact made with (name): i me:
Inspection report given: ❑ or sent: X to person financially responsible. Date give a��57P11 [`r
8. Potential NPDES Permit Violation? Yes: ❑ No: X Describe:
9. Corrective actions needed:
❑ Submit an adequate sedimentation and erosion control plan for approval, covering all areas disturbed or to be disturbed.
❑ Install all sedimentation and erosion control measures as shown on the approved plan, including the following locations:
❑ Submit a revised sedimentation and erosion control plan for approval for the following areas:
❑ Provide adequate permanent ground cover on all areas where development has been completed for 15 working or 90
calendar days, whichever is shorter (15 working or 60 calendar days, whichever is shorter, in High Quality Waters).
❑ Install erosion and sediment control devices sufficient to retain sediment on the tract.
❑ Install temporary sediment traps, basins and rock dams and associated diversions as shown on the approved plan, including
the following locations:
❑ Install adequate drop inlet protection as shown on the approved plan, including the following locations:
❑ Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within the 25 % of the buffer
nearer the land disturbance using natural or artificial means (minimum 25 -foot width in Trout Waters) including the following
areas:
❑ Reduce the angle of graded slopes to an angle on which vegetative ground cover may be established at the following
locations:
❑ Provide adequate temporary or permanent ground cover on all graded slopes where rough or fine grading has been
completed for 21 calendar days, including the following areas:
❑ Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to prevent
sedimentation damage including the following locations
Page I of 2

North Catoiina Department of Environment and Natura, .Resources
Land Quality Section: 585 Waughtown Street, Winston- Salem, NC 27107 (336) 771 -5000
County._ Randolph Project: ACE /AVANT Project # RANDO- 2011 -021
9. Corrective actions needed (continued):
NIA
10. Comments:
1. No work to date on site.
2. Please contact this office at (336) 771 -5000 at least 10 days prior to start of construction.
3. Ensure all erosion control measures are installed per the approved plan w/ modification prior to any land disturbing activities.
4. Modification: Install berm at top of pad fill slope where slope is greater than 8' and install slope drain to trap.
Report by: Chuck Kirchner Others Present:
Date of inspection: 07/13/2011 Time arriving on site: 08.30 am Time leaving site: 08:45 am
cc: msomero aceavant.com
Page 2 of 2

North Carolina
Elalne F. Marshall DEPARTMENTOF THE
Seeretaty SECRETARY OF TA` E
PO Sox 29622 Rafelgh, NC 2762"622 (919)807 -2000
Date: 5/23/2011
Click here to:
View Document Filings I Sign Up for E- Notifications
J Pre - populated Annual Report Fiilable PDF Form File an Annual Report
Corporation Names
Name Name Type
NC ACE /AVANT REAL
PROPERTY COMPANY, LEGAL
LLC
Limited Liability Company Information
SOSID:
0576217
Status:
Current - Active
Effective Date:
1/3/2001
Dissolution Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
Office Address:
Mailing Address.
Officers
Title:
Name:
Business Address:
Title:
Name:
1 of 2
MATSON, TRACY
3760 STANLEY HILL ROAD
SOPHIA NC 27350
3760 STANLEY HILL ROAD
SOPHIA NC 27350
109 SEMINOLE DRIVE
ARCHDALE NC 27263
109 SEMINOLE DRIVE
ARCHDALE NC 27263
MANAGER
DAVE W. SOMERO
53 WHEELER ROAD
NEW IPSWICH NH 03071
MEMBER
MICHAEL SOMERO
5/23/2011 1:38 PM

Business Address: 3537 THAYER ROAD
TRINITY NC 27370
Title: MEMBER
Name: TRACY MATSON
Business Address: 3760 STALEY HILL RD
SOPHIA NC 27350
This website is provided to the public as a park of the Secretary of State Knowledge Base (SOSKB) system. Version:
80
2 of 2 5/23/2011 1:38 PM

5
WDEW
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
May 20, 2011
LETTER OF APPROVAL WITH MODIFICATIONS
Ace /Avant
ATTN :- Michael Somero, VP
109 Seminole Dr.
Archdale, NC 27263
RE. Project Name: Ace /Avant
Project ID: RANDO -2011 -021 Acres Approved: 4.00
County: Randolph, 311, Asheboro
River Basin: Cape Fear Stream Classification: Other
Submitted By: Summey
Date Received by LQS: May 20, 2011
Plan Type: Express New
Dear Sir or Madam:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable with modifications and hereby issue this Ietter of Approval with Modifications. The
Modifications Required for Approval are listed on the attached page. This plan approval shall expire
three (3) years following the date of approval, if no land - disturbing activity has been undertaken, as
is required by Title 15A NCAC 4B .0129.
Please be advised that Title 15A NCAC 4B .011 S(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice
required by G. S. 113A- 61.1(a) of our right of periodic inspection to insure compliance with the
approved plan.
North Carolina's Sedimentation Pollution Control Program is performance - oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement
of this project, it is determined'that the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute I I3A -51 through 66), this office may require revisions to the plan and implementation of the
revisions to insure compliance with the Act.
Winston -Salem Regional Office
585 Waughtown Street, Winston - Salem, North Carolina 27107 Phone: [phone] Fax: (336)

Letter of Approval With Modifications
Project :- Ace /Avant
May 20, 2011
Page 2 of 3
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may
also apply to this land- disturbing activity. This approval does not supersede any other permit or
approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
Permit NCGOl000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you have provided. You are requested to file an amended
form if there is any change in the information included on the form. In addition, it would be helpful
if you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely
Scott
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications Required for Approval
NPDES Permit
Cc: Summey Engineering
PO Box 968
Asheboro, NC 27204
WSRO -DWQ

Letter of Approval With Modifications
Project :- Ace /Avant
May 20, 2011
Page 3 of 3
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: Ace /Avant
Project ID: RANDO - 2011 -021
County: Randolph
1. Install berm at top of pad fill slope where slope is greater than 8 feet and install slope drain to trap.

a
0
a
U
a
w
v
rip O
cd En
Z f
O
b
� o �
.a
cd
�
Cd
Q
U Z O
o
o
H c ,
4-3
U
rti
3 C
CA
ko
U
o�
O
0
a�.
>,
con
�b
� � o
o

Ln
,a
IL
m
o-
Lo
1
O
O
O
ru
o'
ru
LO
O
rm
Ln
nos
r

Lo
Ln
Ul
-4
S.
ru
V--
0
0
C)
ru
rW
r_n
-0
0
-9
rm
Ln
0
,
1� f1b
611�1
Kell:
0
Lo
Ln
Ul
-4
S.
ru
V--
0
0
C)
ru
rW
r_n
-0
0
-9
rm
Ln
0
,
1� f1b
611�1
Kell:

Summey Engineering Associates, PLLC
SEA Engineering • Land Planning • Consulting
PLLC PO Box 968 -- Asheboro, NC 27204
(336) 328 -0902 / Fax: [phone] / Mack @asheboro.com
TRANSMITTAL
May 19, 2011
To: Attn: Scott Sink Ace Avante US 311 Site
NCDENR
Land Quality Division
585 Waughtown St.
Winston -Salem NC 27107 SEA Job No. E -1258
We are sending you attached the following items:
❑ Shop Drawings ❑ Samples ❑ Copy of Lettter
❑ Prints ❑ Specifications
❑ Other
® Plans ❑ Disk
# Copies
Drawing #
Description
Disposition
2 sets
For your review:
Revised Plans
Remarks:
c: File
Please let me know if anything else is needed.
Thanks,
H. Mack Summey, Jr.
By: H. Mack Summey, Jr.

Summey Engineering Associates, PLLC
SEA Engineering • Land Planning • Consulting
PLLC P.O. Box 968 --- Asheboro, NC 27204
336 328 -09021 Fax: [phone] /Mack asheboro.co. "`
TRANSMITTAL
Date: May 17, 2011
To: NCDENR -Land Quality Re: Ace Avant US Hwy 311 Property
585 Waughtown Street
Winston Salem, NC 27107 Erosion Control Plans - EXPRESS
ATTN: Mr. Scott Sink SEA Job No. E -2137
We are sending you attached the following items:
❑ Shop Drawings ❑ Samples ❑ Copy of Letter
❑ Prints ❑ Specifications ❑ Other
® Plans ❑ Disk
# Copies
Drawing #
Description
Disposition
2 ea.
Erosion Plans
For Review
1 ea.
Calculations
1 ea.
Signed FRO
1 ea.
Normal Erosion Fee - $260
1 ea.
Express Permit Fee - $1000.00
Remarks: Scott, enclosed is a new project for review
Thanks! -
Mack
an
c: File
If you need anything else just let me know.
H. Mack Summey, PE

r
O
N Fr
a :a
m
= K
a
a �m
� m
U
9&
LL
LL
7
m �
� � m
a U
m
a
N � o
p r
� o �
� � d
m
LD
o
C C
�m
�a
F°. a
m
o me
� p U
"
to
m a
c a
m
O
d
m
U
C
O
N
COL
c
� m
4
� D
G
L
do
p r
� o �
� � d
m
LD
o
C C
�m
�a
F°. a
m
o me
� p U
"
to
m a
c a
m
O

Summey Engineering Associates, PLLC
Engineering - Land Planning e Consulting
P.C. Box 968 - Asheboro NC 27203
Phone - 336 =328922 Fax: [phone]
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location: H1I1TY 311
Randolph County
Owner:
Address:
Temporary Sediment Trap
DESIGN DATA
A (3 EE-AVANT
Hill /'V 311
Runoff Coefficient (C)
Intensity ( I ) =
--. IN. /HR. 10 Year Storm
Drainage Area (A) =
r2. AC.
Disturbed Area =
`y.'` AC.
Peak Inflow ( Q=CIA ) =
9.724 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = 4236 S. F.
Volume Required = 8532 C.F.
DIMENSIONS PROVIDED
Bottom Width (ft)
Basin Size: Length = 88
Width = 38
Depth
0.01 Acre/ Peak Flow
3600 C.F., / Dist. Acre
Top Width (ft)
100
50
2:1 Ratio
2' mint depth
Surface Area Provided = 5000 S.F. YES
Volume Provided = 12516 C.F. YES
FT.
Weir length = ' :

Date/Time Stamp All information on this media is prepared for the inventory of real properly found within Randolph County. All data, inducting maps, is compiled from recorded
deeds, plats, and other public records and data. Users of this data are hereby notified that the aforementioned public primary information sources should be
consulted tar verification of the information. All information contained herein was created for the County's internal use. Randolph County, its agents and
5/17/2011 6:00:43 PM EST employees make no warranty as to the correctness or accuracy of the information set forth on this media whether express or implied, in fact cr in law, including
without limitation the implied warranties of merchantability and fitness for a particular use. Any resale of this data is strictly prohibited in accordance wlth North
Version 5.0 (March 2011) Carat {na Genarat Statute 132 -10. Grid is based on North Carolina State Plane NA083.
Server: 01

Randolph County, NC - Parcel Summary Information
The data collection used to produce this media was last updated on 4/27/2011 12:04:23 PM EST.
Tax Information
Parcel ID Nbr
7745730560
Tax Billing Code
C
Owner Name
ACEAVANT REAL PROPERTY
COMPANY LLC .
City Dist(s) ( %}
NIA
Fire Dist(s) ( ° /fl}
SOPHIA (100 %)
Owner Address
109 SEMINOLE DR
School Dist(s) ( %}
NIA
Owner
City/St/Zip
ARCHDALE, NC 27263
Land Value
$312,530
Building Value
$0
Property
Description
R31 1;S TR2 -3
Farm Deferred
Value
$0*
Deed Book/Page
1988/1185
Exempt Value
$0*
Plat BooklPage
PB39 PG87
Total Real Value
$312,530"
Revenue Value
557
Tax Bill Information
Click for Taxes
Date Purchased
08/30/06
Tax Assessment
Information
Click for Assessment
Tax Parcel Size 198.40
Acres
• All Assessed Values shown (Land, Building, Farm Deferred, and/or Exempt) are as of January 1st
of the CURRENT YEAR.
• �` Because every TAXPAYER or every PARCEL may not qualify, please be advised:
• The Assessed Value shown does NOT reflect any Farm Deferred Value or Other Exemption
Value and is only a summation of Land and Building Values.
• The Calculated Tax shown is based on the tax rates for Randolph County and any City, Fire,
and /or School Districts shown. Only the Land and Building Values are used for calculating the
Calculated Tax!
Top of Page Close Parcel Information Window
Location Information
Structure
Address
Unknown
Census Tract
305.01
Zoning Dist(s)
(Jurisdiction)
*This parcel has multiple Zoning
Districts! Please contact Randolph
County Planning and Development to
verify Zoning!
City /St/Zip
(Postal Dist)
SOPHIA, NC 27350
Flood Zone
(Map Nbr)
None (3710774400J)
Growth
Management
Area
SECONDARY GROWTH AREA
Watershed
Deep River (Randleman Lake)
Watershed
Type
Watershed
School
Attendance
Area
NEW MARKET ELEMENTARY
RANDLEMAN MIDDLE
RANDLEMAN HIGH
Township 113
- NEW MARKET j
Voter Precinct
26 - NEW MARKET SOUTH
Subdivision
N/A
Top of Page Close Parcel Information Window
Date /Time Stamp All information on this media is prepared for the inventory of real property found within Randolph County. All data,
including maps, is compiled from recorded deeds, plats, and other public records and data. Users of this data are

DatelTime Stamp All information on this media is prepared for the inventory of real property found within Randolph County. All data, including maps, is compiled from recorded
deeds, plats, and other public records and data. Users of this data are hereby notified that the aforementioned public primary information sources should be
consulted for verification of the information. All information contained herein was created [or the County's internal use. Randolph County, its agents and
5/17/2011 6:02:03 Pill EST employees make no warranty as to the correctness or accuracy of the information set forth on this media whether express or implied, in fact or in law, including
without limitation the implied warranties of merchantability and fitness for a particular use. Any resale of this data is striclfy prohibited iri accordance with North
Version 5.0 (March 2011) Carolina General Statute 132 -10. Grid is based on North Carolina State Plane NAD83.
Server: 01

Randolph County, NC - Parcel Summary Information
The data collection used to produce this media was last updated on 4/27/2011 @ 12:04:23 PM EST.
Tax Information
Parcel ID Nbr
7745835248
Tax Milling Code
N
Owner Name
PEKKALA,JOHN M
City Dist(s) ( %}
N/A
Owner Address
2738 HOOVER HILL RD
Fire Dist(s) ( %}
SOPHIA (100 %)
Owner City/St/Zip
TRINITY, NC 27370
School Dist(s) { %)
N/A
Property
CRANFORD IRON & METAL CO;TR1
Land Value
$8,520
Description
+TR
Building Value
$0
Deed Book/Page
2151/185
Farm Deferred Value
$0*
Plat Book/Page
PB122 PG95
Exempt Value
$0*
Revenue Value
42.5
Total Real Value
$8,520*
Date Purchased
10/12/09
Tax Bill Information
Click for Taxes
Tax Parcel Size
1.42 Acres
Tax Assessment
Information
Click for Assessment
RANDLEMAN HIGH
• All Assessed Values shown (Land, Building, Farm Deferred, and /or Exempt) are as of January 1st of the
CURRENT YEAR.
• *Because every TAXPAYER or every PARCEL may not qualify, please be advised:
o The Assessed Value shown does NOT reflect any Farm Deferred Value or Other Exemption Value and
is only a summation of Land and Building Values.
o The Calculated Tax shown is based on the tax rates for Randolph County and any City, Fire, and /or
School Districts shown. Only the Land and Building Values are used for calculating the Calculated Tax!
Ton of Page Close Parcel Information Window
Date /Time Stamp All information on this media is prepared for the inventory of real property found within Randolph County. All data, including maps,
is compiled from recorded deeds, plats, and other public records and data. users of this data are hereby notified that the
aforementioned public primary information sources should be consulted for verification of the information. All information contained
5/17/2011 6:02:06 PM herein was created for the County `s internal use. Randolph County, its agents and employees make no warranty as to the
EST correctness or accuracy of the information set forth on this media whether express or implied, in fact or in law, including without
Version 5.0 {March 2011) limitation the implied warranties of merchantability and fitness for a particular use. Any resale of this data is strictly prohibited in
Server: (March with North Carolina General Statute 132-10. Grid is based on North Carolina State Plane NAD83.
Top of Page Close Parcel Information Window
Location Information
Structure
[Unknown
Census Tract
305.01
Zoning Dist(s)
RA (RANDOLPH COUNTY)
Address
City /St1Zip
SOPHIA, NC 27350
(Jurisdiction)
Growth
Management
SECONDARY GROWTH AREA
(Postal Dist)
Flood Zone
None (3710774400J)
(Map Nbr)
Area
Watershed
None
School
NEW MARKET ELEMENTARY
Watershed
Attendance
RANDLEMAN MIDDLE
Type
None
Area
Ir
RANDLEMAN HIGH
Township
13 - NEW MARKET
1voter Precinct
26 - NEW MARKET SOUTH
Subdivision
N/A
Top of Page
Close Parcel Information Window
Date /Time Stamp All information on this media is prepared for the inventory of real property found within Randolph County. All data, including maps,
is compiled from recorded deeds, plats, and other public records and data. users of this data are hereby notified that the
aforementioned public primary information sources should be consulted for verification of the information. All information contained
5/17/2011 6:02:06 PM herein was created for the County `s internal use. Randolph County, its agents and employees make no warranty as to the
EST correctness or accuracy of the information set forth on this media whether express or implied, in fact or in law, including without
Version 5.0 {March 2011) limitation the implied warranties of merchantability and fitness for a particular use. Any resale of this data is strictly prohibited in
Server: (March with North Carolina General Statute 132-10. Grid is based on North Carolina State Plane NAD83.
Top of Page Close Parcel Information Window

FINANC _ RESPONSIBILITY/OWNERSHIP F1 -411
E SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION 08012007
No person may initiate any land - disturbing activity on one or more acres as covered by thb"k before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A.
1. Project Name Ace/Avant Hwy 311 Site _ °°
Location of land- disturbing activity: County_ Randolph City or Township Asheboro
Highway /Street US Hwy 311 & Old Wad! Latitude N° Longitude W°
3. Approximate date land- disturbing activity will commence: 2011
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Fill Material
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 4 acres
6. Amount of fee enclosed: $_10001$260_: The Express Permitting application fee is a dual charge. The
normal fee of $65.00 per acre is assessed without a ceiling amount. In addition, the Express Permitting
supplement is $250.00 per acre up to eight acres, after which the Express Permitting supplemental fee
is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE: Both fees are rounded up to the next
whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land- disturbing activity:
Name Mr. Michael Somero E -mail Address msomero aceavant,com
Telephone [phone] Cell # 336- 442 -3323 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Ace/Avant Real Property Company, LLC 336- 431 -5852 336- 431 -0081
Name c/o Mr. Michael Somero Telephone Fax Number
109 Seminole Drive same
Current Mailing Address Current Street Address
Archdale NC 27263 same
City State Zip City State Zip
10, Deed Book No. 1988 1 Page No. 1185 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land- disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Ace/Avant Real Property Company, L_LC _ msomeroAaceavant.com
Name c/o Mr. Michael Somero E -mail Address
109 Seminole Drive same
Current Mailing Address Current Street Address
Archdale NC 27263
City State Zip
same
City State Zip
Telephone [phone] Fax Number 336- 431 -0081

2. (a) If the Financially Respons Party is not a resident of North Carolina, ie name and street address
of the designated North Carolina Agent:
NIA
Name E -mail Address
Current Mailing Address
City State Zip
Telephone
Current Street Address
City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the f=inancially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City
Telephone.
E -mail Address
Current Street Address
State Zip City State Zip
Fax Number
(c) in order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its. preparation:
Summey Qjqjneering Associates PLLC [e-mail]
Engineering Firm or other consultant E -mail Address
H. Mack Summey, Jr. PE 336- 328 -0902 336 - 328 -0922
Individual contact person (type or print) Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in-
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there be
any change in the information provided herein.
Mr. Michael Somero Vice President
Type or print name Title or Authority
Si nature Date
rjko- - Fkt?0i nq�Oi a Notary Public of the County of Pand 6l p h
Ili
State of North Carolina, hereby certify that ltckae- I SOMero appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this day of 20 )
RI�C�NNNU aN Nota
NOTARY r'LfI�LIC ry
Seal [Y: olph County, North Carolina
mmissinnCxpire': My COmml5Slon expires r �'