HomeMy WebLinkAbout20140053 Ver 1_More Info Received_20140304Homewood, Sue
From: Thomson, Nicole J
Sent: Tuesday, February 04, 2014 12:43 PM
To: Homewood, Sue
Subject: FW: Bridge No. 154 on SR 2365 (Coble Mill Road) over Cane Creek, Alamance Co.
WBS Element No. 17BP.7.R.63
Attachments: 154 -SM P.pdf
Here you go Sue! Please, let me know if you need anything else for this one. O
Nik
From: Ivy Kimbrough [ mai Ito: ikimbrough (a)thecatenagroup.com]
Sent: Tuesday, February 04, 2014 9:55 AM
To: Thomson, Nicole J
Cc: Parker, Jerry A; Michael Wood; tracy _parrott(a)summit- engineer.com
Subject: RE: Bridge No. 154 on SR 2365 (Coble Mill Road) over Cane Creek, Alamance Co. WBS Element No.
17BP.7.R.63
Nikki,
I have attached the revised stormwater sheet which now states that grassed swales will be used where
applicable. Please let me know if there are any further comments or concerns.
Thanks,
Ivy
From: Thomson, Nicole J [mailto:nithomson2 @ncdot.gov]
Sent: Tuesday, February 04, 2014 7:53 AM
To: Ivy Kimbrough
Cc: Parker, Jerry A
Subject: FW: Bridge No. 154 on SR 2365 (Coble Mill Road) over Cane Creek, Alamance Co. WBS Element No. 17BP.7.R.63
�'17;111111 RIM=
Thank you!
Nikki
From: Homewood, Sue
Sent: Monday, February 03, 2014 12:09 PM
To: Thomson, Nicole J
Cc: Carrillo, Sonia
Subject: RE: Bridge No. 154 on SR 2365 (Coble Mill Road) over Cane Creek, Alamance Co. WBS Element No.
17BP.7.R.63
Hey Nikki,
1
One quick clarification on this one: The stormwater sheet says there is a slight increase in impervious surface but
treatment is not required. |'m not clear onwhy? Any new impervious should require to either meet diffuse flow or
treatment or they can discharge to existing ditches or pipes if those aren't changing. | can't tell which of those they are
meeting here. Thanks.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed tothird parties.
ernancormspmnumncmto arid onrri this m^numr/wsubJwct to thmm.u. Public Records Law arid may bmmwc|ospd M Hi/rdpammw.
�o
x
O
a�
0
N
3
U
N
`
N
R
N
CL
Q
y
O
ui
N
°-
f0
m
7
W
N a3 LO
� N
a3
O
N
O
p
N
m Y
N E
00
(V
�2
a)
(6
C
E 2
V
00
O
U
E
°v
M
v
(o
U)
U
a3
�
O
-6
L
a
t
E
W
Q
..
Z
a)
aYi
O
Q
d
p
z
N
x
w
U
m
E
a)
CL
ayi
�.
L z
H
O
a�
U
c,
3
0
O.
d'
d
c
>
=
P LW,a
7
3
L
0
_
Ao Q
_
a`
v
v
v
z
z
cn
0
G
Q. +0+
y�
0� ;
d
d
d
o
N
cn
cn
U �
G A
rn
.o
IL
L5
m
(14 CL
CL
4 0)
F
O
N 3
O
Z
O
y
O
.;
o
cn
a) cn
E
E
a
7
O
a)
Q
d
N
N
a
O
: Cl)
�
o m
N
d
L
a)
00
C
a3
U
a3 -0
Q cn
2 cn
O
LL.
a)
.>
>
c
_
>
N
-
w as
O U`
U
CL
o o
E a)
O
>
-y
a)
c
1-
o
cn
n
rn
o
O
Z
u)
O
-
s
.
0>
LL
J
�O
a) N
EM
I-
2
R
_
N
U
Q E
d m
o
m
U
o
°°
m
o
Of
Z d'
E)
-2
(n
U
U
O
w
N O)
H-0
C
r0
O
h
L
O
O
=
a
E
W
E
O
co
Q
E
w
a
a
(y
�
N
c0
0
L
O
•L
y
L
(rn`tt
ED
y�
�
R
w
V
�
Q
•O
V
i
{
r It
,II itl
O
••
C
y
W
O
a)
i
i
C
+:E
CL
=
co
N
H
>
d
°v
c
c
R
CL
d
c
-
9L
o
'R
Z
E'H�
>
co
O
E
d
J
m
U
pa
o
'o
y
O
H
m
R
y
w
'o
v
w>
v
M
o
o
CL
z
6
a
a
z
O
r°>
m
aL
(L L
Q
t7