20140239 Ver 1_Application_20140311

5
Attachment G: Lowf Minimal impact Bridge Project Data Sheet
-r�P Na BaW�� � �x
WB5 Element Nc�. 4535?.1.24
Counfiy Surry
Bridae Number 95
Description
Basin
Classification
Stream SIN
TYpe
Size
Ty pe
Existing Structure Size �
Suff. Ratina
Proposed Structure � "�' -- --
Size
Stream USACE (LF)
NCDWQ Impacts (LF�
U�ACE Impacts (AC'
Wetlands Non 4041mpacts (AC
CAMA Impacts (SF)
NC DWQ Buffers Impacts (SF)
Buffer Applicaton Required (Y/N)
State Stormwater Permit Required (Y/N)
Habitat
T&E Species Present
Bio Conclusion
Moratorium - "- -
Dates
NativefHatchery
Trout Species Present
Trout Waters
Trdut Conditions {Y/N)
WRC Reviewer
GAMA AEGs
Essential Fish Habitat
Nav, Opening
USCG Permit
Historic Properties
Archaealogical Resources
Tribal Lands
4(f) Resources
6(f) [LWCF] ResQUrces
Wild and Scenic River
Federal �ands
TVA Area
FEMA Buyout
FEMA Flaod Study
USTs Haz Mats
Relacatees
Lacation
LAT
LONG
Project Camments
.�.
• • • • • • � i,"....t..c_ _...... '
.4,/� - ��
i'�� . •
�+ r
_ _ � _,
.�.,..,._ —
. . .
�
Replace 8ridge
# 95 on SR
1742 over
Ghamp Creek
Yadkin
C
12-72-5
Perenniai
13'
1-Span
1@30'7"
12.9
Bridge
55'
23'
23'
0
0
0
0
No
No
No
None
N/A
None
�v/a
No
No
No
McHenry
No
No
N/A
NO
NO
NO
NO
NO
N�
NO
NO
NO
N CJ
Na
NO
N (J
3�.51694
-80.57361
Date: �.�►'
Date:

Ha
n
d
Ex
i
s
t
i
n
g

E
x
i
s
t
i
n
g

Pe
r
m
a
n
e
n
t
T
e
m
p
.

E
x
c
a
v
a
t
i
o
n
M
e
c
h
a
n
i
z
e
d

C
l
e
a
r
i
n
g
P
e
r
m
a
n
e
n
t

T
e
m
p
.

C
h
a
n
n
e
l
C
h
a
n
n
e
l
N
a
t
u
r
a
l

Si
t
e
S
t
a
t
i
o
n
S
t
r
u
c
t
u
r
e
F
i
l
l

I
n
F
i
l
l

I
n
i
n

C
l
e
a
r
i
n
g
i
n

S
W

S
W
I
m
p
a
c
t
s
I
m
p
a
c
t
s
S
t
r
e
a
m
No
.
(
F
r
o
m
/
T
o
)
S
i
z
e

/

T
y
p
e
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
n

W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
m
p
a
c
t
s
i
m
p
a
c
t
s
P
e
r
m
a
n
e
n
t
T
e
m
p
.
D
e
s
i
g
n
(a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
f
t
)
(
f
t
)
(
f
t
)
1
1
1
+
7
8

t
o

1
2
+
3
5
B
r
i
d
g
e
<0
.
0
1
<
0
.
0
1
2
3
2
3
TO
T
A
L
S
:
<0
.
0
1
<
0
.
0
1
2
3
2
3
AT
N

R
e
v
i
s
e
d

3
/
3
1
/
0
5
1/17/2014
SU
R
R
Y

C
O
U
N
T
Y
NC

D
E
P
A
R
T
M
E
N
T

O
F

T
R
A
N
S
P
O
R
T
A
T
I
O
N
DI
V
I
S
I
O
N

O
F

H
I
G
H
W
A
Y
S
WB
S

-

4
5
3
5
7
.
1
.
2
4

(
8
5
0
0
9
5
)

W
E
T
L
A
N
D

P
E
R
M
I
T

I
M
P
A
C
T

S
U
M
M
A
R
Y
SU
R
F
A
C
E

W
A
T
E
R

I
M
P
A
C
T
S
WE
T
L
A
N
D

I
M
P
A
C
T
S
SH
E
E
T

1

o
f

1
T
BCL = BRIDGE DECK CENTE
R LINE POINT
BD = BRIDGE DECK CORNER
5
S
B
W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/W
E
XISTI
N
G
R/
W
E
XISTI
N
G
R/
W
34’
3
6
’
PINE ST.
TO EAST
GRASS
1SBW
GRASS
WOODS
5SBW
5
S
BW
GRASS
T
O L
O
N
G
B
R
A
N
C
H
R
D.
S
R
174
2
BS
T
M
cBR
ID
E
R
D
15" C
MP
WD F
ENCE
BST
GRASS
BS
T
S
LATE

R
D.
CH
A
MP

C
R
E
E
K
WOO
D
S
DB 329 PG 030
HILL, CURTIS ROLAND
DB 776 PG 862
DICKERSON, DARRELL GRAY
DB 697 PG 160
DOLLYHIGH, LARRY
DB 1107 PG 441
HARRELL, JAMES WARREN JR
DB 158 PG 106
WILL EDWARDS, HEIRS
3
5
4
2
GRASS
11
’
11
’
-L- POC STA. 12+46.51
END APPROACH SLAB
-L- POT STA. 11+78.00
BEGIN BRIDGE
-L- POC STA. 11+67.13
BEGIN APPROACH SLAB
.0
4
-L- POT STA. 12+35.43
END BRIDGE
8:1
8:1
8:1
T
O
5
’-
11
"
VA
R
.
2
’-
2
"
6
’-
3
"
T
O
2
’-
11
VA
R
.
3
0
’-
10
"
E
X
IS
T
.
.0
1
.0
2
.0
2
.0
2
.0
1
.0
0
.0
1
.0
2
.0
3
.0
4
.0
4
.03
.02
.01.04
E X IST .(TYP)
20’
+
2
0
.0
0
(TYP)
20’
+
3
5
.0
0
(
T
YP)
20’
+8 5 .00
EX
IST
.
.02
.06
.05
.04
.03
.02
.01
.00
.01
+10
.00
10’ (TYP)
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
2
/
2
7
/
2
0
1
4
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
D
-
5
1
1
1
X
_
p
e
r
_
w
e
t
_
n
o
c
o
n
_
p
s
h
0
4
.
d
g
n
e
r
i
g
g
s
10+00 11+00 12+00 13+00 14+00
TY
P
E
-III
TYPE-III
TYPE-III

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
100
100
50
50
50
50
10 2010
IN RELATION TO STRUCTURESKETCH SHOWING ROADWAY
TL-2
TO BE EXCAVATED
TL
-
2
1,030
1,040
1,050
1,060
1,070
1,080
1,040
1,050
1,060
1,070
1,080
1,020
TL-2
15+00
BD-5111X
11+0010+00
1,080
1,070
1,060
1,050
1,040
1,030
1,020
-Y--L-
OF CONCRETE MANHOLE
CHISLED SQUARE IN TOP
-L- STA. 11+42.81 32.93’ LT.
BM#1 EL = 1,061.61’
-L-
-
Y
-
TYPE-III
CURVED
SHOP
4
N
A
D 83/
NS
RS 20
0
7
IMPACTS
SURFACE WATER
TEMPORARY
WATER IMPACTS
PERMANENT SURFACE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND AND SURFACE WATER IMPACTS PERMIT
IN INSET FOR CLARITY
EXCAVATION NOT SHOWN
1"=30’
SCALE
IMPACTS
SURFACE WATER
TEMPORARY
WATER IMPACTS
PERMANENT SURFACE
C
C
C F
F
C
F
F
C
C
C
C
F
F
F
F
F
EX. ROW, 27.00’
+26.00
40.00’
34.00’,
EX. ROW,
+10.00
33.00’
+70.00
40.00’
+89.26
35.00’, 40.00’
EX. ROW,
+10.00
30.00’
EX. ROW,
+10.00
33.00’
+24.24
38.00’
+00.00
50.00’
+50.00
46.00’
+75.00
EX. ROW, 25.00’
+00.00
49.00’
+25.00
EX. ROW, 30.00’, 49.00’
+00.00
EX. ROW
-L- +33.00
22.00’
+50.00
EX. ROW, 33.00’
+77.0033.00’
+07.00
24.00’
EX. ROW,
+45.00
EX. ROW, 27.00’
+26.00
EX. ROW, 43.00’
+85.00
36.00’
EX. ROW,
+20.00
50.50’
+15.00
51.50’
+05.00
EX. ROW
+01.50
EX. ROW
+12.50
15+00
10
+
0
0
TL-2
TL-2 TYPE-III
TYPE-III
TY
PE
-III
TL
-
2
TL-2
III
TYPE
10+00
PI = 12+90.00
EL = 1,064.01’
(+)0.5000%(+)2.3095%
VC = 100’
K = 55
-L- STA. 12+35.46
END BRIDGE
BEGIN GRADE
-L- STA. 10+10.00
EL = 1,066.43’
END GRADE
-L- STA. 14+05.00
EL = 1,066.67’
GROUND
EXISTING
GRADE
PROPOSED
V = 29mph V = 37mph
-L- STA. 11+78.02
BEGIN BRIDGE
(-) 1.8000%
(-) 14.7143%
(-) 4
.059
2%
(+) 5.1773%
E
L

=

10
5
8
.2
0
P
I
=

11
+
7
5
(+) 5.0000%
PI = 10+95.00
EL = 1,063.03’
(-)
4
.0000
%(+)0.5000%
VC = 155’
K = 34
El = 1066.29
-L- STA. 14+25 LT.
END SP. CUT DITCH
El = 1062.43
-L- STA. 10+00 LT.
BEGIN SP. CUT DITCH
(-)
2
.7647%
E
L

=

10
5
7
.3
6
P
I

=

11
+
2
5
El = 1060.90
-L- STA. 10+25 RT.
BEGIN SP. CUT DITCH
El = 1065.65
-L- STA. 14+25 RT.
END SP. CUT DITCH
El = 1056.65
-L- STA. 12+45 RT.
BEGIN SP. CUT DITCH
El = 1055.11
-L- STA. 11+96 RT.
END SP. CUT DITCH
El = 1055.01
-L- STA. 12+10 LT.
END SP. CUT DITCH
El = 1065.15
-L- STA. 14+03 LT.
BEGIN SP. CUT DITCH
PI = 10+20.00
EL = 1,061.61’
(+)1.8000%
PI = 10+70.00
EL = 1,064.48’
(+)5.7500%
(-)0.4385%
BEGIN GRADE
-Y- STA. 10+00.00
EL = 1,061.25’
END GRADE
-Y- STA. 10+93.83
EL = 1,064.38’
VC = 40’
K = 10
V = 15mph
VC = 45’
K = 7
V = 20mph
(+) 5.8329%
El = 1062.31
-L- STA. 10+75 RT.
END SP. CUT DITCH
El = 1057.35
-L- STA. 9+82 RT.
BEGIN SP. CUT DITCH
TL-2
TL-2 TYPE-III
TYPE-III
TY
P
E
-III
TL
-
2
III
TYPE
EXISTING DITCH
TIE INTO
EXISTING 18" RCP
TIE INTO
EXISTING RCP
TIE INTO
15"
REPLACE
REMOVE AND
SEE DETAIL D
AT EMBANKMENT
CLASS II RIP RAP
TB 2GI
ELBOWS
15" w/ (2)
SEE DETAIL A
EST 70 SY PSRM
SPECIAL CUT DITCH
SEE DETAIL A
EST 25 SY PSRM
SPECIAL CUT DITCH
SEE DETAIL A
EST 220 SY PSRM
SPECIAL CUT DITCH
SEE DETAIL B
EST 175 SY GF
EST 80 TONS
CLASS B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL C
EST 100 SY PSRM
LATERAL DITCH
SEE DETAIL A
EST 115 SY PSRM
SPECIAL CUT DITCH
CLASS II RIP RAP
RIP RAP
CLASS II
-L-
40.00’
+89.26
33.00’
+24.24
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 11+87 TO STA. 12+03
DETAIL D
Grade
Ditch 2.0’
GEOTEXTILE
Geotextile= 80 sy
Type of Liner= 75 TONS, Class 2 Rip-Rap
10’min.
1.0’min.
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 14+03 TO STA. 14+25 LT
FROM -L- STA. 12+45 TO STA. 14+25 RT
FROM -L- STA. 10+00 TO STA. 11+25 LT
FROM -Y- STA. 9+82 TO STA. 10+75 LT
Slope
Ditch
Front
Ground
Natural
DETAIL A
Type of Liner= PSRM Max d=2.4 Ft.
Min. D=1.2 Ft.
d
2:
1
B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter2:1 or
FROM -L- STA. 10+25 TO STA. 11+96 RT
DETAIL B
B= 2.0 Ft.
Max. d= 2.4 Ft.
Min. D= 1.25 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM -L- STA. 11+25 TO STA. 12+10 LT
b=5.0 Ft.
Max. d=2.6 Ft.
Min. D=1.25 Ft.
Type of Liner= PSRM
DETAIL C
Ground
Natural
Slope
Fill
10
5
5
1
0
6
0
10
5
5
10
5
5
1
0
6
0
10
60
1065
1065
1065
1065
T
BCL = BRIDGE DECK CENTE
R LINE POINT
BD = BRIDGE DECK CORNER
5
S
B
W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/W
E
XISTI
N
G
R/
W
E
XISTI
N
G
R/
W
34’
3
6
’
PINE ST.
TO EAST
GRASS
1SBW
GRASS
WOODS
5SBW
5
S
BW
GRASS
T
O L
O
N
G
B
R
A
N
C
H
R
D.
S
R
174
2
BS
T
M
cBR
ID
E
R
D
15" C
MP
WD F
ENCE
BST
GRASS
BS
T
S
LATE

R
D.
CH
A
MP

C
R
E
E
K
WOO
D
S
DB 329 PG 030
HILL, CURTIS ROLAND
DB 776 PG 862
DICKERSON, DARRELL GRAY
DB 697 PG 160
DOLLYHIGH, LARRY
DB 1107 PG 441
HARRELL, JAMES WARREN JR
DB 158 PG 106
WILL EDWARDS, HEIRS
3
5
4
2
GRASS
11
’
11
’
-L- POC STA. 12+46.51
END APPROACH SLAB
-L- POT STA. 11+78.00
BEGIN BRIDGE
-L- POC STA. 11+67.13
BEGIN APPROACH SLAB
.0
4
-L- POT STA. 12+35.43
END BRIDGE
8:1
8:1
8:1
T
O
5
’-
11
"
VA
R
.
2
’-
2
"
6
’-
3
"
T
O
2
’-
11
VA
R
.
3
0
’-
10
"
E
X
IS
T
.
.0
1
.0
2
.0
2
.0
2
.0
1
.0
0
.0
1
.0
2
.0
3
.0
4
.0
4
.03
.02
.01.04
E X IST .(TYP)
20’
+
2
0
.0
0
(TYP)
20’
+
3
5
.0
0
(
T
YP)
20’
+8 5 .00
EX
IST
.
.02
.06
.05
.04
.03
.02
.01
.00
.01
+10
.00
10’ (TYP)
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
2
/
2
7
/
2
0
1
4
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
D
-
5
1
1
1
X
_
p
e
r
_
w
e
t
_
c
o
n
_
p
s
h
0
4
.
d
g
n
e
r
i
g
g
s
10+00 11+00 12+00 13+00 14+00
TY
P
E
-III
TYPE-III
TYPE-III

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
100
100
50
50
50
50
10 2010
IN RELATION TO STRUCTURESKETCH SHOWING ROADWAY
TL-2
TO BE EXCAVATED
TL
-
2
1,030
1,040
1,050
1,060
1,070
1,080
1,040
1,050
1,060
1,070
1,080
1,020
TL-2
15+00
BD-5111X
11+0010+00
1,080
1,070
1,060
1,050
1,040
1,030
1,020
-Y--L-
OF CONCRETE MANHOLE
CHISLED SQUARE IN TOP
-L- STA. 11+42.81 32.93’ LT.
BM#1 EL = 1,061.61’
-L-
-
Y
-
TYPE-III
CURVED
SHOP
4
N
A
D 83/
NS
RS 20
0
7
IMPACTS
SURFACE WATER
TEMPORARY
WATER IMPACTS
PERMANENT SURFACE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND AND SURFACE WATER IMPACTS PERMIT
IN INSET FOR CLARITY
EXCAVATION NOT SHOWN
1"=30’
SCALE
IMPACTS
SURFACE WATER
TEMPORARY
WATER IMPACTS
PERMANENT SURFACE
C
C
C F
F
C
F
F
C
C
C
C
F
F
F
F
F
EX. ROW, 27.00’
+26.00
40.00’
34.00’,
EX. ROW,
+10.00
33.00’
+70.00
40.00’
+89.26
35.00’, 40.00’
EX. ROW,
+10.00
30.00’
EX. ROW,
+10.00
33.00’
+24.24
38.00’
+00.00
50.00’
+50.00
46.00’
+75.00
EX. ROW, 25.00’
+00.00
49.00’
+25.00
EX. ROW, 30.00’, 49.00’
+00.00
EX. ROW
-L- +33.00
22.00’
+50.00
EX. ROW, 33.00’
+77.0033.00’
+07.00
24.00’
EX. ROW,
+45.00
EX. ROW, 27.00’
+26.00
EX. ROW, 43.00’
+85.00
36.00’
EX. ROW,
+20.00
50.50’
+15.00
51.50’
+05.00
EX. ROW
+01.50
EX. ROW
+12.50
15+00
10
+
0
0
TL-2
TL-2 TYPE-III
TYPE-III
TY
PE
-III
TL
-
2
TL-2
III
TYPE
10+00
PI = 12+90.00
EL = 1,064.01’
(+)0.5000%(+)2.3095%
VC = 100’
K = 55
-L- STA. 12+35.46
END BRIDGE
BEGIN GRADE
-L- STA. 10+10.00
EL = 1,066.43’
END GRADE
-L- STA. 14+05.00
EL = 1,066.67’
GROUND
EXISTING
GRADE
PROPOSED
V = 29mph V = 37mph
-L- STA. 11+78.02
BEGIN BRIDGE
(-) 1.8000%
(-) 14.7143%
(-) 4
.059
2%
(+) 5.1773%
E
L

=

10
5
8
.2
0
P
I
=

11
+
7
5
(+) 5.0000%
PI = 10+95.00
EL = 1,063.03’
(-)
4
.0000
%(+)0.5000%
VC = 155’
K = 34
El = 1066.29
-L- STA. 14+25 LT.
END SP. CUT DITCH
El = 1062.43
-L- STA. 10+00 LT.
BEGIN SP. CUT DITCH
(-)
2
.7647%
E
L

=

10
5
7
.3
6
P
I

=

11
+
2
5
El = 1060.90
-L- STA. 10+25 RT.
BEGIN SP. CUT DITCH
El = 1065.65
-L- STA. 14+25 RT.
END SP. CUT DITCH
El = 1056.65
-L- STA. 12+45 RT.
BEGIN SP. CUT DITCH
El = 1055.11
-L- STA. 11+96 RT.
END SP. CUT DITCH
El = 1055.01
-L- STA. 12+10 LT.
END SP. CUT DITCH
El = 1065.15
-L- STA. 14+03 LT.
BEGIN SP. CUT DITCH
PI = 10+20.00
EL = 1,061.61’
(+)1.8000%
PI = 10+70.00
EL = 1,064.48’
(+)5.7500%
(-)0.4385%
BEGIN GRADE
-Y- STA. 10+00.00
EL = 1,061.25’
END GRADE
-Y- STA. 10+93.83
EL = 1,064.38’
VC = 40’
K = 10
V = 15mph
VC = 45’
K = 7
V = 20mph
(+) 5.8329%
El = 1062.31
-L- STA. 10+75 RT.
END SP. CUT DITCH
El = 1057.35
-L- STA. 9+82 RT.
BEGIN SP. CUT DITCH
TL-2
TL-2 TYPE-III
TYPE-III
TY
P
E
-III
TL
-
2
III
TYPE
EXISTING DITCH
TIE INTO
EXISTING 18" RCP
TIE INTO
EXISTING RCP
TIE INTO
15"
REPLACE
REMOVE AND
SEE DETAIL D
AT EMBANKMENT
CLASS II RIP RAP
TB 2GI
ELBOWS
15" w/ (2)
SEE DETAIL A
EST 70 SY PSRM
SPECIAL CUT DITCH
SEE DETAIL A
EST 25 SY PSRM
SPECIAL CUT DITCH
SEE DETAIL A
EST 220 SY PSRM
SPECIAL CUT DITCH
SEE DETAIL B
EST 175 SY GF
EST 80 TONS
CLASS B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL C
EST 100 SY PSRM
LATERAL DITCH
SEE DETAIL A
EST 115 SY PSRM
SPECIAL CUT DITCH
CLASS II RIP RAP
RIP RAP
CLASS II
-L-
40.00’
+89.26
33.00’
+24.24
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 11+87 TO STA. 12+03
DETAIL D
Grade
Ditch 2.0’
GEOTEXTILE
Geotextile= 80 sy
Type of Liner= 75 TONS, Class 2 Rip-Rap
10’min.
1.0’min.
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 14+03 TO STA. 14+25 LT
FROM -L- STA. 12+45 TO STA. 14+25 RT
FROM -L- STA. 10+00 TO STA. 11+25 LT
FROM -Y- STA. 9+82 TO STA. 10+75 LT
Slope
Ditch
Front
Ground
Natural
DETAIL A
Type of Liner= PSRM Max d=2.4 Ft.
Min. D=1.2 Ft.
d
2:
1
B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter2:1 or
FROM -L- STA. 10+25 TO STA. 11+96 RT
DETAIL B
B= 2.0 Ft.
Max. d= 2.4 Ft.
Min. D= 1.25 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM -L- STA. 11+25 TO STA. 12+10 LT
b=5.0 Ft.
Max. d=2.6 Ft.
Min. D=1.25 Ft.
Type of Liner= PSRM
DETAIL C
Ground
Natural
Slope
Fill
�.�t�
- �' Tl
�� �.
Project Tracking No. (Internal Use�
13-03-0006
HISTORIC ARCHITECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PRO.TECT INFORMATION
Project No: BD-S 111 X County: Surry
WBS No.: 45357.1.24 Document
Type:
Fe�l Ai�l No: Fun�ling: ❑ State � Federal
Federal � Yes ❑ No Permit NWP3
Permit s : Type(s :
Proiect Description:
Replace Bridge No. 95 on SR 1742 (McBride Road) over Champ Creek
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review �ctivities, results, and conclusions:
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
undertaken on March 6, 2013. Based on this review, there are no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects, which is 50'from the centerline each way and 300' from each
end of the bridge. Directly northwest of the bridge is 311 McBride Rd. (PIN 5031 00 71 0129), a one-
story frame house built c. 1955 according to Surry County GIS/Tax Information. The house is
unremarkable and not eligible for the National Register. Northeast of the bridge is 366 McBride Road
(PIN 5031 00 81 0849), a one-story frame house built c. 1920. The house is unremarkable, has lost
original material including the roof and siding, and is not eligible for the National Register. Southwest of
the bridge is 317 Stanley Road (PIN 5031 19 70 1377), a one-story frame house built c. 1920 that is
unremarkable and not eligible for the National Register. Both southeast and southwest of the bridge are
several one-story mid-twentieth century brick ranch houses that are not National Register eligible. In
addition, Bridge No. 95 is not NR eligible based on the NCDOT Historic Bridge Inventory. There are no
National Register listed or eligible properties, and no survey is required. If design plans change,
additional review may be required.
Whv the �vailable information provides a reli�rble basis for reasonnblv nredictin,� th�t there
are no unidenti�ed si�nificant historic architectural or landscape resources in the proiect
area:
HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the Surry County
survey, Surry County GIS/Tax information, and Google Maps are considered valid for the purposes of
determining the likelihood of historic resources being present. There are no National Register listed or
eligible properties within the APE and no survey is required.
Hisloric Archileclure and /,andscapes NO SURVEY REQUIRF,D forin for Mrna• '!'ransportation Prajects as Qualifred in the 2007 Prog�•ammalic Agreenrenl.
Page 1 of 5

SUPPORT DOCUMENTATION
�Map(s) ❑Previous Survey Info. �Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
'�l�l�� �ni 1 �!
NCDOT Architectural Historian
Date
Cemeteq• .{.�. ir . .._� . . 2 �V .50 ` .
R'!i. B;n.:oyce�n 2 ?�$ P�O
� �� �� '�4c� � �
�:� a p� ?�Qd f J .
yj :
!] O yPn �",Y�.P c V � e�q 4t ri�,
•" Va ;
�? g
� ��� 9
qanyx R� K
fltn. -
aR $f �'] � � � .� p�0^�� � .. .
� `Pa
�t 4r�oA,
g, ' a
o� y � � ¢��
f N ti
J'q x' . .. _ . ..
� PRn(' � o�e , . ,
,.yk�' 6 , ' �- .
�Qa) `v . >'°RZ , `k. : y .. �'e ��N��
�v o
p s a �
... 'eR,' r�� Pa�nesChnoel��� gPx}e5t
1 ()o�e��t� Rrf1i5�CMnc� Fayn¢fo�inPd
V y(� ' .rr �� .� �f03
�6 4D 'c� p PnYnnEl3Pnor�l
°�.�(''+ � .. � e. M t c. Crmc�,iAi ecny��
� x �ore
,n?d
.eo�a��yt�s.�
a�.
(t
�1�3� fP�e�(
'2� 3 � `la�r�na� :
s 9
FI.liRGf� �2����� S;�kq�
�P� ,�a P�� �P FlamentAry EPinuSt ��a� �-`
vCIIOJI �10] a
�,"� s�`' c M a -
�.{o�i�;e Rd c - 1 `�,
�r, �"r,,ie Rd `� o N Fim RocM � j
G `
c�
° t �¢ RO � r nn�n�`� :ul,� Ln � � . L•
`-re V �aY �� ° �,i, w.
v P� di� 8
_ d ? �
�o iw) „ O� . :.
_ c o af�i v � 'a�
� Jry
'[�i n� 1
Qp+� C) u �e� �. S�a� .
. � �'4t� ne�inniea g, " '', �
''o� C
cqa �P�� '�li�l j('+ 5��°N O
y �N
��Py�p 9_ yNb.� Eu , ��=i
SI 10]� , ._ � V.e <n � p P �e .
, �.' (,<c
7\ � FAiAkltt �
;,�a,�„ 5� o �''nn��o
Project Location
Hisrorrc Architecnu•e and I,andscapes NO SURVGY Rb'QUIR1s'D foriir for Minor 7rarsportatron Projects as Qualified in the 2007 Programmalic Agreemenl.
Page 2 of 5

HPO GIS. No documented properties withiu the APG.
311 McBride Rd., c. 1955. Not NR eligible.
Hrstoric Architechn•e and Landscapes NO SURVEY RGQU//UiD form for Minor 7ransportatia� Pi•ojecls a.r Qualifred ni the 2007 Progranunatrc Agreeu�enl.
Page 3 of 5

,
bri��s :
,
� 5
�,r ;� �'
.. y � . - . . , t:
, i . �.
#j ,.-. 1 :. .
� � 4�5� �si �� � ''�� t � �` .
� t�t� ff .�t:-�r� �. s � �.
�. - �� t1 � . . . � � -
...,� , #;r�, � ii� i� i
? � � �1 �� � �,..- .
,` � , ,�
�`4 � 1
z �..
�,» l'��-� k.� �
� � �'Y�T �� 4 t ..ci?a y 'S =.-,. .
.. �. � ;~�� �� ��� .
,� :,,
�� ; � ( ,:� �' �a �� ��,..�;: � �" " � ��,'-.��(� r.. � ..
�� , ��sjv �'�� �'#`�
'� l.i�`h��u
_,
. � :' .,.. . 4 . •t'` ��. a.�.
366 McBride Rd, c. 1920, northeast of bridge. Not NR eligible.
317 Stanley Rd., c. 1920, southwest of bridge. Not NR eligible.
Hrsto� ic Architechn•e and Landscapes NO SURVGY RlQ(IIIZGD fm•n� far Mrnm• 7ranspa7ntion Projecls as Qualified in rhe 2007 Programmalic Agreemen�.
Page 4 of 5

Example of mid-twentieth century brick ranch house south of bridge. 255 McBride Rd. Not NR eligible.
Hislorrc Archirectw�e and Landscapes NO SURVF.Y Rh.'QUIRF.D form for Minm• 7ranspoi•tarron Projecls as Qualifred in rhe 2007 Programma�rc Agreemenl.
Page 5 of 5

4"-1.�� } '- �'�. � � L �j - r�f'� �� � � f - �'�. . d �
.ti.,�` _ .l�� u�•. -�Y ' +ti . 1 l (� 1 * t'*4'."� +. � � i5, ( .
� " . _ f' I . - � °' '�' � I /' t ' J S . r� ,.
n I � � � • ' � � i # �'i,"�4� t1 ! M , � � � . ���� t f ' -
.� ��� � . � ' s, � .'�I '.i „ _ � r{, 1�' �j �j � � .r7 � �y � . ',yy� yy �' ...:.
r� tt
� ��� 1 �ti
16y. . "^�.,�`+ �t,t� '' , �� �r, � `. '� jr � � ��I.i . _ _ �.y. rv !'` �,'�"' .., . h�. .
P y � t I r :. A� � y�� . 4�. �5 .,
•~� �5�, � t' �Wy��i�i 1 � f. . + ' \
�.+�'+ � '��. /lf � �ai �� '�� .f�,. �,,. - .... � - - . �. _ .ti�,` .i
i' - .., f'� 'i f( , - h+�
��h�f � ,r .�..+1 4� . 1 i ��� ,� .��-1 +',�'� )� . •. � � �� •s ."":_ _ r._ .•� - � '�
' �ti.'�/ i � . f ti . � � .I �' - � . � � �
i
� i 4 '`,� t , � ° �,�, �.---� , � '`; ,
4`'� � _ . �. t � '� '' _ � �
�f � ,�, � ti * � ��� * '•�� ! a � t�.
.,,...,,� �, � r _ � f �� ��'� i ` � ti�,�
!"'"'. � v �i � � � � �,'�� f� � z+'� .ti,-,-'�'' i , �
,'� { � ; , r ,;r • k , �
-�, � .:.
, s•�--�` �' .�� + �'��� �i� �� ki F'`t` l__. � i#,,i fi * ,�''� � •. . • Yj'• ti+-,.�
, . `i r 5 -R
• �'` ' ` � � i • �... �' �, j ,� . ,-�+� � � � ■
� r f s � • , ... • ,� s � � � ^� �w./ '� ' -� r � -�-�-_- � _ � ' "� ■ w a r� ■ _ y �,
a
���.t�s ,�,�6 i �4._..�'M +i _�:'; i��l �� k ;. .. � . '�"•,.,�,r. � e* _�., y - .��i � j �W. _ --+.,�._-_ `�r� ��� �"
. . � �
, � � , _..� . . _
�• w �y. �a � . .. .' - s • � "` " � � .�."
....
'h _ ._.w/f
:
�. . �. � ...... _ ._ . ' ' , . - � _ _ _ r � � '� �`-^�`, `�-+ d,ti,*�
* ° ' �., : r /, � i � * r � * ;
`*r - _ -`; .,;':f ■ `'y,�� • • ` a�
� � ' A ` � �� • I '�� � '� °'�
` _ L� w , . r - f _ �,,.^-r'
� � � �k , ,:� :. ` ' �' � � F '4� � + ��, � + �
• �^ � .�' 7 1 � ,�` �� � N, � �y,�+ �!
7T+ If . . �l. . „ �'��i � r « I i?i"
4 i ' - i` „_-%� � f� �t , 5w •I.• ..-
�' `4 ► � � . � ^ � ,t + 1 +' +'��5� I' �:"`� _ --....- w R_�,_.� -'L- �
� tiw, �'t, ,; �,� �,�� r ,� � � , r �`�-- . — .
�,'. � `i' i P'' i 1 � �i�� k-- i �i�r�1� L���ii. � r . � .,. � . ,'
[.: �` � 1� '� ��,�,i�, ±�y,_ . �i .� , , �' � ti4� � �'y,�'�'i;,��+ �'�;�.5 � : . _•oi/.. � ��
Ft �'� "i '"0 /1 � 1 4 i,� � �a: ti Y J
�' � Y� . � .�/ ..� � �or; * ti�� ,�5,5ti„ . �+ �_
' � � � �jf �,�'' -"'`` -� + ., ��`" � r+ « ,� ' �
. f � i } +; ` !
�. � . .,, . 1;' r.r # .r ° f . . r, fsF _=� +� +-�.�
� '
� � � �w� -� � _ . . , ' . ��� �i�� � * �� ����_ .�
"+i-, i � t •�`�r � , .- - �;�; s ,r',��:� r ',/ "''� �� - �� � �::� .
�. i • « ♦�i" "�, �' i:�'� j.% � �= • * �, a " •" �_
1 � �, ��..�.- �r_, �__ti.�_ s ��.,# - ,, � ,:,. , , _* �_�+ +. ' �,
�� ..�
� . . . f �, � � -��. . _ _. _T; :. _ _ � _, _._ _ _ -�,��M,�',�°� � . . { ;;�,;.: - � i{, . � � �* ,
. `y . � . � -' f'- � 'N i -'-- y'L' . � �'� ♦ . ff '` . � ��
'` ' `` „� ! s l��j , r .�} w � � � ��}• Qr A •�;•"�
..
-�
.� -. �
5'�� '-�. • �- ,�"`4 ���"''"� �'�� K-- •:lfi+` �e�• y « u^,,
y) � . � � ; r��'�� _ . .. ;LY'��. . r�� # + #� 4ti� - ��:'+ ` 7a' i� �
'.
`- � • ✓
,�� , _ ,: � i / ti�
.
, ;��,- ,�` rti5r i�'�
.�� "r : °, :, ._ ��' f , _.. `.... :— "� r' �k ��,', f r✓ �� � , '� - 7 � `x.'+ ., .
t ,� � * ♦ t
; „ � ; z �/}
� / _: . „-".
t �.�^ " ._ __1�.i/ ... - �.,.� 4 � i /' �,r 4 ,srr,,,,�;...`��---�-�i ,� . �
�� 14q 1 �. .. . � ._. .. �✓� » �_/jf`� ^ ''' �i � �� i`, ' � M . f t� �« _ fF'� :' * �'�
� i �,* �
� y� `ti �. . � i�,�� r� � � :��, �,� ,�� � y.- �ly„�d
� �� -;-�, . o F . ,..._. l+ . . �'i.'� �! J l. ♦ ,*
' -..� _,� __ �-�--'_- � _..� . ;".. ... Ys..��'S� �'4 , C ����.,, �9` ' f_;
� . _ . �-�-�--� � _ -+� r� , � � � � 1 . � �i 1 F+; . � i! � ' L,,./ ,� ' r5 M�
� - �` fr...� "+.�..�, _�'' � 'tl�' i �r �r, � ^ �
ti. ^�' . � �'+, �I� � i�� �'■ `x5 �
� s ., �
�-�, �'"�6� �, �x -=+� ti tl 4 I
��liti ' � C 4..._..�' � _ ����y 1N �i ; ) }!'.%� tti , * � � � � 4�?'' �
'y� ,� I �,ti� �rJr ,• M+;::.� i�� � � � + ' �� »� 4*
. 'y r' � � . w � �., I � � � k + �
� �T �
�' 'y�'r . � ' � .4 9 .r `� . ,�r' f , . . � � ! °M1': ` � ..i . ,�,a t�� . � ��.� -� .,. �t'-� �+� �.'�
i, , ,'1 !' � ;G �. ';� .,° .ti .�I� � . �,'.�,� ,� ,�,,�, r � F�`.�,,,,,,. ,,,��
��.. �` � . , ; `�, , + � r._. � ���,'�� '��i�'`�"�+A"�.�
���t�i t yf� � �,! i �, � ��r �
, �
�' t�`� r . �= < P � �, `yt, � `� !'�-"+Vi � #y�'y4� ����' !I' `�41�' a''�'� 4t`� ��,a
� � ��� .. + '�' . M+�,'� ��41 . �,,9' . . " 1► K`�''Y , `''.. �� - � �, �6�j,d�tytt„���. r
5
� `•. � �S
; `'� +'� �,. '� , � * ;r,� !� i �, yi�4 `�'� y,, ,:
i � `�':�. `-� � � �Y . ' f �' � , :
�. ,ti .; # � • t,,,,f''r, � r p ti � �f. -�.��«�- � �i� A '�
I .. �,.�`�' w � ' �r' �rJ � � �• � k y���� 5��?'ys�",�- .�:� '
� . � � � . x,- , '�,• ., � ,I� '- � i � • ff' � . ry ' � }'.,.5'� j�, � .
l' ;`I `�� ',� � i �`-'� �'_'� /•� �? ll i I �;_i%.�Pr�i�
� � � ffit � 'a.� `x 6 r{?'Y � R�/% I �r-� - .
G • f ./,l� ' �` � `� ; � � �, � r �`I' ' !-r �iI� � � ��I � ' - ti 4� ��
t��" +�at' � �'�`y 'r • xY'w� � .. *� --=�--:,'�,�� ,•�Xf P •I � ! � (•�i °'`' �11'� s'.�,�yL ���
i
�
+a •- ,
4M � �p�� � r.+�� ' �
� � k:' ' �.�k �r' �� ' I ; ( : ia
/• I�' . � . 'S' �- 'k� .-''�• \'4_ Y � � . � � � 4..� -+ �.:.�.�
� � � �� r • �r �'
: ff ' ,� , 'ti�, ;_� . � � ' : � : �..�.r : w� ' �ti�4 �' , i ��"��, �',� �,,
; �� ''� , :� q -_— !' �«'�' � 'I � � �
p� ' ; L �Y^ : , s `_ ' '�' �,� i I �� . ;��1
;_ 'f � _� ��j ' �:,,. y ..,� ,?'' ��, _ �: . a ��* �t '�, i � �`, ; � , '74, ��;;�1 ; ,. .��
�� .v � 1 ' f.! F ' i �.,� J �� 7 • � i _!��. 1 4 i�' , � �� i �.1,
� S 4 . 7 . (' . � � 7 'µ�. � fl
�� � �� � � :.'. . . - �` / 1' �: �. � �.. A.� .��.� 1
;,, � �� 14 � ,� .,; {� .,.�� ,,�f � � ,'! , �y ,Ir y4� Y � �
' 5 *yy h
.
; .:. �
�r}� � � �� �,..� � f, �,!''� _ � _ - _ _.� i` �t'`", � i Y
�� � " :� � �" � � — � %" '` , � ��' . ��' �`.<y , , � �_'• �� � '```, �r�.
�r�+'� � 4�4 F .- � �`-' . z./'. 4.-- � � � '� �y � �.! , � "t
�r'-�.aai� � � � "'_°� � �. n . �F '. � . . �,�.w�-�.' - f"'-`y�.' � �..� ,. . .I 1� I �
a ' �,.,�?--�--�.; ••,., �i *
, "�, , , –�-ti',. i • .� ° � •, .� ,!x ' ;,ry� • �',a, :. _ ; � _ i � � I q ': �
� I �r a �-w ° �. • ,.�� , , ;., _ ,� � �..
' � fr ,�. .,` ` �'•.r'.. ;,;�" �°-�,'` _ + ,' �ti �,
, , ' � �'' -
�''� �� r�! ;� � .,�� +� �� ��� � � � ,,�k,.-
' -�-° , ��� � � ' `�""�� �f� - r' ` . ir , %�� . , k'r �',, _ �r�' ?.+ � , i , ;'��

Pro, jeci ?''racking IVo. :
.l�""��""����
;-a �:�,.. Nt.� A1�C�-IA.EC7�Lt��ICAL S�UFtVEY REQ�.TIRED Ft'�RNT ..����� .
� ,�c5�?
����''d ��►� This form only p�r�ains to A�CH��EC�Lt�G`rICAL, �::ES{JLTRCES for this project. It is not �j~��� ,.c�
:.'; > i�����;,; ' ���� t'� ` � � =� =��'
�,� : q�:�. �:.: �r� valid for Histaric Arck�itecture and Landscapes. You must consult separat�l}� with the s, �,�:. •�-�=. .r��,�
,�
� ,°.- � �'-� �istoric Architecture and �,andsca es Crr�u v�����' .' = �.
..�;'�- p �• �, ���.�
_ __, .. �.�. �.
PRfJJ�C'�' INFC�R:MATItJN
Project Nv:
I/I/BS No:
�.A. No:
BD�-5111X
453�7.1.��
Federai Perrnit Required ?
�'caunt��r. ►5urry
Dc�cument: MC�
Furrdir�g: ❑ State � Federal
� Yes Q�ic� Perm�t Type: 1VVV�''3
Project� C��scrip�ion: Repl'ucement of B�idge No. 9S v�er +�'hramp C'reek dn �S'R1742 {��c_B�ide :Raad'} in
Sr�rry Cvunty, Nprth Carolina. .�n of,f-site det�v�ur� rauie (►S.R174D tt� S'R.�727,� will be ut�'�'iz�d �'uri��g
evr�st�uctxvn act�'vrttes therehy mi�imi�rng impacts % ihe Sz�rrdundiMg grvund surfaces. �'he
arehaeolvgi�eal Area of .�"vtent`xal.Effects (AP�) is centeree� uypdn the BYidge 95 structure and �easures
1 U�%D�� lt'l �+�IZ�tiZ �SDD�I'�YD1�tZ +EI�C�t IIYIt��'+E,' E'.tlll-p�int} and .IOD, f"t� in wi�'th (SD' f"t from each sic�e of tl��
SR.1 �4� cent�er�-1'ine}.
�T��VIMARY �3F CIJLTCTRAL FtESC�L:rR+�ES �VI�W
Srief description of r�eview actluities, results �af reuiew, and conclus�ons:
A rnap re�iew and site fiXe search cc�nducted at the �f f ice c�f Sta�e Archaeol�g� (ClS.A.} on Mc�nday, ��rch
4, 2�13 determined that no pre�ious�y dc�curner�ted archaeological sites are �oeated wi�hin the baundaries
of the archaeolc�gical AI'E or directly adjac�nt to th� project study area. .�,n insp�ctiox� of Natiar�al
Register of Historic P�aces (NI�HP}, 5tate Study Listed (�L), Lc�cally Designated (LD}, Determin�d Eligible
(DE), �nd Surwe�red Si�e (SS} propert�es illustrated that numerous NRHI' listed historic architectural
properties have be�� documented to the southv�est in 1V�ount A�ry. Hov�ever, no S1��11�1C��"l� i11S�0�1C
properties with potential arc�aeologi�al dep�sits have bee�. identiiied in the .APE or directly adjacent. Ir�
general, this review confirmed that na existing NRHP listed properties or unassessed archaecalo�ical si�es
wiil be impacted by the proposed bridge replacement project.
Furfher, the project study area was referenced an topc�graphic, historic, geo�c�gi� and NPCS soil survey
maps (�sA} for the appraisal af envxronmental, geomorp�olc�gical, cultural, and c��her cc�rre]at7ves that
may have resulted rn �ast c�ccu�ation at this �ocati�rt. �eriai photogra�hs (NCDC)T Spatial Data V'ie�er}
were examined and the Google �treet View map applic�tian was utili�ed far assessirrg d�sturbanc�s, both
natural and human induced, wh�ch compromise fhe integrity of po�ential archaec�logical sites/d�posits.
Lastly, canstruction desi�n data �nras exarnined �or detern�ini�g the eharacter a�d ex�ent of the pc�terttial
impacts to the APE ground surfaces during replacement af �he bridge structure.
Brief Explar�atior� of why the avaitable infvrrnation prcrvtdes a reliab% basrs f�rr reasor�abrly p►redr'ctit�g
that there are rio unidentified histQric prv�erties in th� APE:
The project APE c+an.ta�r�s na NR�P �ist�d histc�ric properties nor any previausl� identified ar�chaeolc�gical
sites ar cemeteries. The underlying mapped so71 cQmponent at the b�idg� replacement site is �olvard anc�
�uch�s soils, 0%a to 3°Ia slopes �CsA}, an occasianally ftonc��d, but relativel�r we���drained type. Basecl on
this and other er�vironmental f��tors, a maderate poten�ial ex�sts f�r the �ec�ver.y of archaec�lagical
"7Va ARCNAEOL4tiY'SURYEY REQUIREI.� "for•�rr for• Mir�or• Tra�tsportrrtia�t P'rojects c�s Qr�r�l�ed rrt tlre 2(1(�? .F''rograr�rrr�ntic Agr•eer�rerrt.
1 of 2

�'rdject 7'racking IVo.:
materiais or artifacts in the vicinity af the APE. Y�t, accc�rding to aerial imagery and ihe stre�t �ri�w map
applicatir�r�, the majority of the APL is typified by nume�ous disturbance elemen�s includi�g: i�elow-
ground utility and sewer iznes, ditch-�ine impacts, irnpervious surfaces {�iate c'� McBride Rds.}, former
and o�.-going agricultura� impacts {southern and nort�.eastern quadrants), above-grc�und power lines,
ar�d lar�dscaping/grading i�tpacts {northwester�n quadrant}. ,�s such, ev�n with r.nc�dest pat�ntial far past
prehistoric accupation here, the innu�nerable impacfis ta �he surface and subsurfac� portion� a►f the APE
a�d those lands proximal would have dismantled and inva�idated any intact evidence c�f past settlement.
Because �he pr�pos�d replacemen� is relatively diminutive in scope arrd does not antieip►ate alteratia�n of
any urtdisturk�ed grourtd areas, significant NIZHP eligible arc�.a�alogxcal resources �re �n�ikeay t� be
af�ected by the project. No fu�t�er archa�eologiea� irtp�ut or w�rk v�i1� be necessary for this federally_
funded N�Dt�'�' Division 11 road prc�ject.
SUPP+DRT DC7CClN1E1ViA?'1C?N
See attached. � Map►(s) I� previous Surv�y Inf�
❑ Phoio�copy c�f Coun�y Survey Notes
F1NDlNG BY' NCDC)?' ARCHAEC?LCC�GIST
I�° � I I ' ' I ' I
[� Photos QCorresp�ndence
t�ther:
; �> �►,� d/r
c.�� _�.
"Nn :4RCHAEOLOGY SUR �'EY REQtI1REL� "forj�r for Mirtor• Tt•nr2spr�rtatioxt P�•ojects �rs Qu�rliftetl in tlte 2�t?� Prcagr•t��rrnt�rlic Agt•ee»rerrt.
2 of 2