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ADDITIONAL INFORMATION AND COMPUTATIONS
RURAL RIDGE and VALLEY -PIEDMONT
SIR 2009-5158
0.617
Qta= 398 (DA) = 979 CFS SAY 1000 CFS
Q25= 537 (DA) = 1300 CFS SAY 1300 CFS
vow
Q50= 661 (DA) = 1590 CFS SAY 1600 CFS
0594
Qm = 776 (DA) - 1850 CFS SAY 1900 CFS
ase3-
Q500= 1,072 (DA) = 2510 CFS SAY 2500 CFS
FEMA Q03 = 2120 CFS
FEMA Ctioa USED FOR FEMA MODEL ONLY
PROJECT MEETS SUB -REGIONAL GUIDELINES.
DESIGN YEAR MEETS CURRENT LEVEL OF SERVICE
Drainage Area 4.04 SQ. MI
River Basin
Stream
CAPE FEAR
Classification
SITE DATA
Source SAXAPAHAW QUAD MAP
Character RURAL, ROLLING
(Such as Trout, High Quality Water, etc.) C NSW
Data on Existing Structure SINGLE SPAN IC18'6", TIMBER DECK ON TIMBER JOISTS
Debris Potential: Low Moderate High
(US) P290. 2 LINES 142X91 CM PIPE ARCH, 60'0
Data on Structures Up and Down Stream ALONG CENTERLINE PIPE, 0.3 MI. N. JCT. NC87
(DS) HAW RIVER
Gage Station No N/A
Period of Records
N/A
Max. Discharge . - N/A c.f.s Date N / A
Historical Flood Information:
2 TO 3 g55.52
Date _ Y}�S _ AG_0 Elev ft Est. Freq.
yrs-
Frequency N/A
Period of
yr. Source NICOLAS URIBE Knowledge 10 yrs.
Period of
Date Elev ft Est. Freq yr. Source Knowledge yrs.
100 YR @ CORRECTED RS 3099
Allowable HW Elev. EL. 457.27 ft. Normal Water Surface Elev. 447.3 ft
0.042/
Manning's n : Left O.B. 0.13/0.12 Channel 0.04 - Right O.B0-13/0.12 Obtained From FIELD SURVEY
LIMITED STUDY/37001CVOOIA 9-6-06 Non-EncroachmentEstablished? YES
Flood Study /Status
Flood Study 100 yr. Discharge 2120
With Without
c.f.s.; WS Elev.Non-Encroachment458.9ft. Non-Encroachment458.5ft
@River Station 3480.3
DESIGN DATA
Hydrological Method SIR 2009-5158 PIEDMONT REGION I
Hydraulic Design Method HEC/RAS VERSION 4.1.0/SF000253HAWRIVERSR2178.PRJ
Design Tailwater : Q
(i XS 2971) 10
7.6 ft; 025
8.6 ft; Q50
9.5 ft •Qtoo 10.1 ft.; Q500
11.2 ft,
FREO
Size &Type
{c.ff,s.)
Ke
Inlet Control
Outlet Control
Remarks
H.W.
do
do+D
h
H
LS
H.W.
HWA)
(ft.)
2
o
o
(ft-)
1Oyr
IB'X1.5' BOTTOMLESS
CULVERT
S
H
F25yr
100yr
H
2
RAS
500yr
V
0
D
H
OT
1
Il
1
I
I I I
Is a Floodway Revision Required? YES, MCA TYPE ID
V DS CULVERT FACE
Outlet Velocity (Vrn) 9.0 f.p.s. Natural Channel Velocity (Via)
V DS SXN 2971
6.2 f.p.s.
Required Outlet Protection
INFORMATION TO BE SHOWN ON PLANS
WS EL. Token @ River Station 3099
Design: Discharge 750 c.f.s. Frequency 5
Base Flood: Discharge
Overtopping: Discharge
yr. Elev.
453.6
ft
1900 c.f.s. Frequency 100 yr. Elev. 457.27 ft.
1000 c.f.s. Frequency 10 yr. Elev. 455.7 ft
OVERTOPPING ELEVATION C -L- 12+20
1
PDF File 000253 203 SF-000253 HAW RIVER SR 2178.FDF
253 J D. No.SF-000253 p
Struc. Inv. No
HAW RIVER
CULVERT SURVEY & HYDRAULIC DESIGN REPORT
N. C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
HYDRAULICS UNIT
RALEIGH, N. C.
I.D. No. SF-000253 Project Na 17BP.7.R.63 Proj. Station - 12+21.5
County ALAMANCE Stream HAW RIVER TRIB 46 Stru. No. 253
SR 2178 SR 2177 SR 2173
On Highway (RUMLEY RD) Between (COGGINS RD) and (PETTY RD)
Recommended Structure BOTTOMLESS CULVERT, 18'X4.5', W/ TOP BEVEL & W1NGWALLS
Recommended Width of Roadway 32' SH. PT. TO SH. PT. Skew 90e
Recommended Location is (Up, O Down) Stream from Existing Crossing.
Statewide Tier ❑ Regional Tier ❑ Sub --Regional Tier El
Bench Mark is BM'tI R/R SPIKE IN BASE OF 18" POPLAR
N 802570 E 1900236
Elev. 456.74 ft. Datum:
NAVD 88
Temporary Crossing N/A- OFFSITE DETOUR
Designed by: HOLLY CHRISTENBURY, El
Assisted by:
Project Engineer ANA PASSMAN, PE
mReviewed by: '_!/u"
J/5/4
Date
iJWSP
Transportation & Infrastructure.
15401 Weston Parkway Suite 100
Cary, NC 77513 - 919.878-0035
www.wsppnlp.corn
LICENSE N©. F-0891
1i
4.ee
l ►

l l.IL)tL 11
LBridge 253 Channel Drawings
PROPOSED BOTTOMLESS LXCAVATION
CULVERT
NC
NG
F. f-/A.
CLASS I RIP RAP
i 13' 1.3` TIiJc
INLET CHANNEL.
(LOOKING DOWNSTREAM)
(NOT TO SCALE)
EXCAVATION
NG
INTERNAL CHANNEL
CHANCEL 1MPROVEMENT
EST 6 CY EXCAVATION
SQ` 7 TONS
CLASS I RIP RAP
I 13 J
CULVERT INTERNAL CHANNEL
PROPOSED BOTTOMLESS
CULVERT
NC
(JOT TO SCALD
PROPOSED BOTTOMLESS . EXCAVATION
CULVERT
NG
-
`13'
li'
4
I
UTEET GRAN
INTERNAL CHANNEL
CHANNEL IMPROVEMENT
EST IO CY EXCAVATION
ST 7 TONS
CLAS5_I.IP PAP
N(
EL
(LOOKING DOWNSTREAM)
(NOT TO SCALE)

5
WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5
PERMIT DRAWING
V
=
=MPH
ADT

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
0
00
12
/
17
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2
0
1
4
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A
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www.summit-engineer.com
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
FIRM NO. P-0339
-L- STA. 13+75.00
END PROJECT
LENGTH ROADWAY PROJECT = 0.054 MILES
LENGTH STRUCTURES PROJECT = 0.003 MILES
TOTAL LENGTH PROJECT = 0.057 MILES
50 25 50 100
50 25 50 100
10 5 10 20
LOCAL RURAL
SUB-REGIONAL TIER
Prepared in the Office of:
TRACY N. PARROTT, PE
BRANDON W. JOHNSON, PE
2013 390
50
T =% *6
* TTST =3%DUAL 3%
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
NCDOT CONTACT: VIRGINIA MABRY
NCDOT TPMUC
O
N
T
R
A
C
T
:
4-L- STA. 12+30.50
END CULVERT
-L- STA. 12+12.50
BEGIN CULVERT
-L- STA. 10+75.00
BEGIN PROJECT
(COGGINS RD.)TO SR 2177

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
17BP.7.R.63
ALAMANCE COUNTY
Office of:
Prepared in the
[phone] (FAX)
[phone]
Cary, NC 27513
15401 Weston Parkway Suite 100
NC FIRM LICENSE No: F-0891
WSP
17BP.7.R.63
17BP.7.R.63
17BP.7.R.63
NA
NA
NA
PE
R/W
CONST
RESPONSE S-017
25% PLANS
25% PLANS
08/29/13
C
2
0
3
2
7
4
P
R
O
J
E
C
T
:
1
7
B
P
.
7
.
R
.
6
3
0
9
/
0
8
/
9
9
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
See Sheet 1-C For Survey Control Sheet
VICINITY MAP
DETOUR ROUTE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
BRIDGE NO. 000253 ON SR 2178 (RUMLEY RD)
broken at pipe 328.
Sch.
Elem.
Jordan
B. Everett
Brinton Ct
Yale Ct
K
e
r
rDrB
e
r
n
a
r
d
R
d
D
a
w
n
w
o
o
d
D
r
MckenziePALn
Lambert
Rd
Snipes Rd
2150
2150
2116
1003
2176
2177
2190
2172
2176
2333
2189
2101
2213
2149
2158
2168
2170
2169
2146
2171
2171
2175
2174
2172
2173
2172
2402
2178
2178
2178
2338
Chapel
Moores
Cemetery Rd.
Church Rd.
C
h
u
rch
R
d
.
W
hit
ney
L
n.
Pi
ne
A
ve.
Hillt
op
A
v
e.
Saxapahaw
Jewell R d
Payne RdC
e
d
a
r
C
l
i
f
f
R
d CogginsRd
LonnieLn
S
m
o
k
e
y
H
o
llo
w
R
d
M
o
o
r
e
s
C
h
a
p
elRd RumleyR
d Pett
y
Rd
A
r
r
e
s
e
D
o
v
e
T
r
Julia
Ann
Ln
S
ho
rli
n
e Tr FancyLoop
C
t
Ru
m
ley
Rd
Jo
rd
a
n
D
r.
2334 1003
H
A
W
River
2142
Chapel
Maxwell
Cem.
Chapel
Moores
2158
1003
Creek
M
o
t
e
s
M arys
Cree
k M arys
Graham
[phone]
1 Ball Field
No Track
48694
1977
5827 Church rd. Graham, NC 27253-9145
414
K to 5
Built 1950
5750 Church Rd.
Religious
Moores Chapel Church
P.O. Box 128 Saxapawhaw NC 27340
F101
Jordan B Everett & Son,LLC
Filtration Plant
S
a
x
a
p
a
h
a
w
R
d
.
(PETTY RD.)
TO SR 2173
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
Site
Project
SUBMITTAL S-017
Creek
B
RIC
K
H
O
USE C
R
E
E
K
SR 2178
RUMLEY RD.
-L-
87
OVER BRICK HOUSE CREEK (HAW RIVER TRIBUTARY 6)
GRADING, DRAINAGE, PAVING AND CULVERT
R
E
V
IS
IO
N
S

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
Office of:
Prepared in the
NC FIRM LICENSE No: P-0339
[phone] - [phone] (FAX)
Hillsborough, NC 27278
504 Meadowlands Drive
Office of:
Prepared in the
[phone] (FAX)
[phone]
Cary, NC 27513
15401 Weston Parkway Suite 100
NC FIRM LICENSE No: F-0891
WSP
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
217BP.7.R.63
R/W SHEET NO.8
/
1
7
/
9
9
12
/
17
/
2
0
1
4
R
:
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7
B

B
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2
5
3
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1
6
SHEET 2 OF 5
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SCALE 1"=50’
N
C

G
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ID
N
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8
3
/
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2
0
0
7
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 750
= 5
= 453.5
= 1900
= 100
= 457.30
= 1000
= 10
= 455.7
BEGIN GRADE
-L- STA. 10+75
EL = 457.51
ELEV. = 457.30
PROP. 100 YR.
ELEV. = 453.5
PROP. 5 YR.
DATE: 7-24-13
WS ELEV. = 447.3
ELEV. = 448.2
AT CENTERLINE
TOP OF FOOTING (JUNE 2012)
GEOTECHNICAL REPORT
ROCK LINE PER
OR EQUIVALENT
1 @ 18’ X 4.5’ CROWNSPAN
BRIDGE
REMOVE EXISTING
-L- STA. 13+75
EL = 458.37
END GRADE
EXISTING RD
PROFILE VIEW ALONG ROADWAY
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 11+00 TO STA. 11+50 -L- LT
Slope
Fill
Type of Liner= CL B Rip-Rap b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL A
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
FROM STA. 11+50 TO STA. 12+10
DETAIL B
b= 5 Ft.
B= 4 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
FROM STA. 12+00 TO STA. 12+06 -L- RT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 12+75 TO STA. 13+75 -L- RT
DETAIL D
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 12+75 TO STA. 13+75 -L- LT
DETAIL E
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
SEE DETAIL B
STA. 12+10 -L- LT
STA. 11+50 TO
LATERAL ’V’ DITCH
SEE DETAIL A
STA. 11+50 -L- LT
STA. 11+00 TO
LATERAL ’V’ DITCH
SEE DETAIL E
STA. 13+75 -L- LT
STA. 12+75 TO
SPECIAL CUT ’V’ DITCH
SEE DETAIL D
STA. 13+75 -L- RT
STA. 12+75 TO
TOE PROTECTION
SEE DETAIL C
STA. 12+06 -L- RT
STA. 12+00 TO
TOE PROTECTION
-L- SR 2178 (RUMLEY ROAD)
= 4.29/5.05 fps10V
= 3.99/4.78 fps2V
= 3.84/7.03 fps
10
V
= 3.57/6.50 fps
2
V
= 3.20/4.56 fps
10
V
= 3.02/4.30 fps
2
V
T
O
B
T
O
B
T
O
B
T
O
B
30 " RC
P -IV
10 11 12 13 14
420
430
440
450
460
470
(-)2
.7533
%(+)3.3267%
K = 49
VC = 300’
EL = 453.38’
PI = 12+25.00
DS = 35mph
S
T
A
.

12
+
7
5

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4
5
3
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7
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0
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4
4
8
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7
5
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5
6
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8
7
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SR 2178 RUMLEY RD.19’ PAVED ROADWAY
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
6
0
.
0
0
’
6
0
.
0
0
’
1
0
’
P
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D
D
R
(
H
A
W
RI
V
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T
RI
B
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A
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B
RI
C
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H
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C
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E
K
T
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B
T
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B
T
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B
T
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B
(
H
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RI
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B
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A
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B
RI
C
K
H
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U
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C
R
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E
K
AT-1
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
0
6
0
4
0
3
0
2
0
5
0
1
0
2
0
3
0
4
0
5
0
2
0
0
0
2
0
1
0
1
0
1
3
0
0
3
0
1
0
6
2
0
5
8
0
2
0
1
0
0
AT-1
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
0
2
0
1
0
2
0
1
0
0
R
E
V
IS
I
O
N
S

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
Office of:
Prepared in the
NC FIRM LICENSE No: P-0339
[phone] - [phone] (FAX)
Hillsborough, NC 27278
504 Meadowlands Drive
Office of:
Prepared in the
[phone] (FAX)
[phone]
Cary, NC 27513
15401 Weston Parkway Suite 100
NC FIRM LICENSE No: F-0891
WSP
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
317BP.7.R.63
R/W SHEET NO.8
/
1
7
/
9
9
12
/
17
/
2
0
1
4
R
:
\
N
C
D
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D
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7
B

B
R
I
D
G
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S
\
0
0
0
2
5
3
\
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y
d
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a
u
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i
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s
\
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\
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a
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\
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a
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d
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\
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3
_
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_
3
.
d
g
n
u
s
r
s
0
1
4
1
6
SHEET 3 OF 5
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
SCALE 1"=50’
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 750
= 5
= 453.5
= 1900
= 100
= 457.30
= 1000
= 10
= 455.7
BEGIN GRADE
-L- STA. 10+75
EL = 457.51
ELEV. = 457.30
PROP. 100 YR.
ELEV. = 453.5
PROP. 5 YR.
DATE: 7-24-13
WS ELEV. = 447.3
ELEV. = 448.2
AT CENTERLINE
TOP OF FOOTING (JUNE 2012)
GEOTECHNICAL REPORT
ROCK LINE PER
OR EQUIVALENT
1 @ 18’ X 4.5’ CROWNSPAN
BRIDGE
REMOVE EXISTING
-L- STA. 13+75
EL = 458.37
END GRADE
EXISTING RD
PROFILE VIEW ALONG ROADWAY
SEE DETAIL B
STA. 12+10 -L- LT
STA. 11+50 TO
LATERAL ’V’ DITCH
SEE DETAIL A
STA. 11+50 -L- LT
STA. 11+00 TO
LATERAL ’V’ DITCH
SEE DETAIL E
STA. 13+75 -L- LT
STA. 12+75 TO
SPECIAL CUT ’V’ DITCH
SEE DETAIL D
STA. 13+75 -L- RT
STA. 12+75 TO
TOE PROTECTION
SEE DETAIL C
STA. 12+06 -L- RT
STA. 12+00 TO
TOE PROTECTION
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 12+75 TO STA. 13+75 -L- LT
DETAIL E
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
= 3.20/4.56 fps10 V
= 3.02/4.30 fps2 V
= 3.84/7.03 fps10 V
= 3.57/6.50 fps2 V
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
FROM STA. 11+50 TO STA. 12+10
DETAIL B
b= 5 Ft.
B= 4 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
= 4.29/5.05 fps10V
= 3.99/4.78 fps2V
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 11+00 TO STA. 11+50 -L- LT
Slope
Fill
Type of Liner= CL B Rip-Rap b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL A
Ground
Natural
Geotextile
FROM STA. 12+00 TO STA. 12+06 -L- RT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 12+75 TO STA. 13+75 -L- RT
DETAIL D
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL
SLOPE
FILL
GEOTEXTILE
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
-L- SR 2178 (RUMLEY ROAD)
T
O
B
T
O
B
T
O
B
T
O
B
3 0 " RC
P -IV
10 11 12 13 14
420
430
440
450
460
470
(-)2
.7533
%(+)3.3267%
K = 49
VC = 300’
EL = 453.38’
PI = 12+25.00
DS = 35mph
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AT-1
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
0
6
0
4
0
3
0
2
0
5
0
1
0
2
0
3
0
4
0
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8
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GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
0
2
0
1
0
2
0
1
0
0
DRAINAGE OUTLETS.
TEMPORARY ROCK SILT CHECKS TYPE - A AT
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
BRIDGE REMOVAL AND CULVERT CONSTRUCTION SHALL BE PER
NOTE:
DRAINAGE OUTLETS.
TEMPORARY ROCK SILT CHECKS TYPE - A AT
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
BRIDGE REMOVAL AND CULVERT CONSTRUCTION SHALL BE PER
NOTE:
DIKE
IMPERVIOUS
PIPE
TEMPORARY
24 INCH
CONSTRUCTION SEQUENCE
DIKE
IMPERVIOUS
CONSTRUCTION SEQUENCE
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
EROSION CONTROL PLAN
N
C

G
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N
A
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8
3
/
N
S
R
S

2
0
0
7
EC-4/CONST.4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.7.R.63
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
COMPLETE ROADWAY.7.
SPECIAL STILLING BASIN(S).
REMOVE TEMP. IMPERVIOUS DIKES, PIPE, AND 6.
PRIOR TO REMOVAL OF IMPERVIOUS DIKES.
RESULTED FROM CONSTRUCTION ACTIVITIES
REMOVE ALL SEDIMENT FROM STREAM THAT 5.
INSTALL CLASS I RIPRAP ALONG WINGWALLS.4.
CULVERT AND CONSTRUCT WINGWALLS.
PLACE PRECAST SECTIONS OF BOTTOMLESS3.
CONSTRUCT CHANNEL AND ARMOR CHANNEL EMBANKMENTS.2.
CONSTRUCT FOOTINGS.1.
STAGE II
-L- STA. 13+75.00
END PROJECT
N
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ID
NA
D

8
3
/
NS
R
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2
0
0
7
18’X4.5’ RC BOTTOMLESS CULVERT 18’X4.5’ RC BOTTOMLESS CULVERT
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
-L- STA. 10+75.00
BEGIN PROJECT
NC

GR
ID
NA
D
8
3
/
NS
R
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2
0
0
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INTO SPECIAL STILLING BASIN(S).
DEWATER AREA BEHIND IMPERVIOUS DIKES
SHEET 4 OF 5
PERMIT DRAWING
NO DEBRIS TO ENTER STREAM.
REMOVE EXISTING BRIDGE ALLOWING6.
BASIN(S).
DEWATER CONSTRUCTION AREA INTO SPECIAL STILLING5.
CONSTRUCT IMPERVIOUS DIKE DOWNSTREAM.4.
AS SHOWN.
PLACE TEMP. FLEXIBLE PIPE ALONG EXISTING CHANNEL 3.
CONSTRUCT TEMP. IMPERVIOUS DIKE UPSTREAM.2.
UTILIZE SPECIAL STILLING BASIN(S) AS NECESSARY.1.
STAGE I
T
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B
T
O
B
24" RCP
REMOVE
C=0.53
V= 2.65 FPS
Q= 2.35 CFS
DA= 0.85 AC
Sta.= 12+75 TO 13+75 -L- RT
30 " RC
P -IV
T
T
24" RCP SR 2178 RUMLEY RD.19’ PAVED ROADWAY
ELEV = 456.74
BM1
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SHEET 5 OF 512/17/2014

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Bridge No. 253 Over Haw River Trib #6 on SR 2178 Rumley RdALAMANCE COUNTY WBS - 17BP.7.R.63 (000253)NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS
SHEET 1 OF 4
PERMIT DRAWING
4
SHEET 1 OF 4
PERMIT DRAWING
V
=
=MPH
ADT

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
0
00
12
/
17
/
2
0
1
4
R
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www.summit-engineer.com
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
FIRM NO. P-0339
-L- STA. 13+75.00
END PROJECT
LENGTH ROADWAY PROJECT = 0.054 MILES
LENGTH STRUCTURES PROJECT = 0.003 MILES
TOTAL LENGTH PROJECT = 0.057 MILES
50 25 50 100
50 25 50 100
10 5 10 20
LOCAL RURAL
SUB-REGIONAL TIER
Prepared in the Office of:
TRACY N. PARROTT, PE
BRANDON W. JOHNSON, PE
2013 390
50
T =% *6
* TTST =3%DUAL 3%
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
NCDOT CONTACT: VIRGINIA MABRY
NCDOT TPMUC
O
N
T
R
A
C
T
:
4-L- STA. 12+30.50
END CULVERT
-L- STA. 12+12.50
BEGIN CULVERT
-L- STA. 10+75.00
BEGIN PROJECT
(COGGINS RD.)TO SR 2177

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
17BP.7.R.63
ALAMANCE COUNTY
Office of:
Prepared in the
[phone] (FAX)
[phone]
Cary, NC 27513
15401 Weston Parkway Suite 100
NC FIRM LICENSE No: F-0891
WSP
17BP.7.R.63
17BP.7.R.63
17BP.7.R.63
NA
NA
NA
PE
R/W
CONST
RESPONSE S-017
25% PLANS
25% PLANS
08/29/13
C
2
0
3
2
7
4
P
R
O
J
E
C
T
:
1
7
B
P
.
7
.
R
.
6
3
0
9
/
0
8
/
9
9
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
See Sheet 1-C For Survey Control Sheet
VICINITY MAP
DETOUR ROUTE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
BRIDGE NO. 000253 ON SR 2178 (RUMLEY RD)
broken at pipe 328.
Sch.
Elem.
Jordan
B. Everett
Brinton Ct
Yale Ct
K
e
r
rDrB
e
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n
a
r
d
R
d
D
a
w
n
w
o
o
d
D
r
MckenziePALn
Lambert
Rd
Snipes Rd
2150
2150
2116
1003
2176
2177
2190
2172
2176
2333
2189
2101
2213
2149
2158
2168
2170
2169
2146
2171
2171
2175
2174
2172
2173
2172
2402
2178
2178
2178
2338
Chapel
Moores
Cemetery Rd.
Church Rd.
C
h
u
rch
R
d
.
W
hit
ney
L
n.
Pi
ne
A
ve.
Hillt
op
A
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Saxapahaw
Jewell R d
Payne RdC
e
d
a
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C
l
i
f
f
R
d CogginsRd
LonnieLn
S
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w
R
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s
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elRd RumleyR
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2334 1003
H
A
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River
2142
Chapel
Maxwell
Cem.
Chapel
Moores
2158
1003
Creek
M
o
t
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s
M arys
Cree
k M arys
Graham
[phone]
1 Ball Field
No Track
48694
1977
5827 Church rd. Graham, NC 27253-9145
414
K to 5
Built 1950
5750 Church Rd.
Religious
Moores Chapel Church
P.O. Box 128 Saxapawhaw NC 27340
F101
Jordan B Everett & Son,LLC
Filtration Plant
S
a
x
a
p
a
h
a
w
R
d
.
(PETTY RD.)
TO SR 2173
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
Site
Project
SUBMITTAL S-017
Creek
B
RIC
K
H
O
USE C
R
E
E
K
SR 2178
RUMLEY RD.
-L-
87
BUFFER IMPACTS PERMIT
OVER BRICK HOUSE CREEK (HAW RIVER TRIBUTARY 6)
GRADING, DRAINAGE, PAVING AND CULVERT
R
E
V
IS
I
O
N
S

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
Office of:
Prepared in the
NC FIRM LICENSE No: P-0339
[phone] - [phone] (FAX)
Hillsborough, NC 27278
504 Meadowlands Drive
Office of:
Prepared in the
[phone] (FAX)
[phone]
Cary, NC 27513
15401 Weston Parkway Suite 100
NC FIRM LICENSE No: F-0891
WSP
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
217BP.7.R.63
R/W SHEET NO.8
/
1
7
/
9
9
12
/
17
/
2
0
1
4
R
:
\
N
C
D
O
T

D
I
V
I
S
I
O
N

7
B

B
R
I
D
G
E
S
\
0
0
0
2
5
3
\
H
y
d
r
a
u
l
i
c
s
\
P
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S
_
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o
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\
D
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a
w
i
n
g
s
\
B
u
f
f
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s
\
2
5
3
_
h
y
d
_
p
r
m
_
b
u
f
_
p
s
h
_
2
.
d
g
n
u
s
r
s
0
1
4
1
6
SHEET 2 OF 4
PERMIT DRAWING
SCALE 1"=50’
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 750
= 5
= 453.5
= 1900
= 100
= 457.30
= 1000
= 10
= 455.7
BEGIN GRADE
-L- STA. 10+75
EL = 457.51
ELEV. = 457.30
PROP. 100 YR.
ELEV. = 453.5
PROP. 5 YR.
DATE: 7-24-13
WS ELEV. = 447.3
ELEV. = 448.2
AT CENTERLINE
TOP OF FOOTING (JUNE 2012)
GEOTECHNICAL REPORT
ROCK LINE PER
OR EQUIVALENT
1 @ 18’ X 4.5’ CROWNSPAN
BRIDGE
REMOVE EXISTING
-L- STA. 13+75
EL = 458.37
END GRADE
EXISTING RD
PROFILE VIEW ALONG ROADWAY
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SEE DETAIL B
STA. 12+10 -L- LT
STA. 11+50 TO
LATERAL ’V’ DITCH
SEE DETAIL A
STA. 11+50 -L- LT
STA. 11+00 TO
LATERAL ’V’ DITCH
SEE DETAIL E
STA. 13+75 -L- LT
STA. 12+75 TO
SPECIAL CUT ’V’ DITCH
SEE DETAIL D
STA. 13+75 -L- RT
STA. 12+75 TO
TOE PROTECTION
SEE DETAIL C
STA. 12+06 -L- RT
STA. 12+00 TO
TOE PROTECTION
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 11+00 TO STA. 11+50 -L- LT
Slope
Fill
Type of Liner= CL B Rip-Rap b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL A
Ground
Natural
Geotextile
= 4.29/5.05 fps10V
= 3.99/4.78 fps2V
= 3.84/7.03 fps10 V
= 3.57/6.50 fps2 V
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
FROM STA. 11+50 TO STA. 12+10
DETAIL B
b= 5 Ft.
B= 4 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 12+75 TO STA. 13+75 -L- LT
DETAIL E
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
= 3.20/4.56 fps10 V
= 3.02/4.30 fps2 V
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 12+75 TO STA. 13+75 -L- RT
DETAIL D
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL
SLOPE
FILL
GEOTEXTILE
FROM STA. 12+00 TO STA. 12+06 -L- RT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
-L- SR 2178 (RUMLEY ROAD)
T
O
B
T
O
B
T
O
B
T
O
B
3 0 " RC
P -IV
10 11 12 13 14
420
430
440
450
460
470
(-)2
.7533
%(+)3.3267%
K = 49
VC = 300’
EL = 453.38’
PI = 12+25.00
DS = 35mph
S
T
A
.

12
+
7
5

E
L
.

4
5
3
.
7
5
E
N
D

S
P
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C
IA
L

C
U
T

’
V
’

D
IT
C
H

L
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S
T
A

13
+
5
0
E
L

4
5
6
.
0
0
B
E
G
IN

S
P
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C
IA
L

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D
IT
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4
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7
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6
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L
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.

12
+
10

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L
.

4
4
7
.
7
0
S
T
A

12
+
0
0
E
L

4
4
7
.
9
0
S
T
A

11
+
7
5
E
L

4
4
8
.
7
5
S
T
A
.

11
+
0
0

E
L
.

4
5
6
.
8
7
B
E
G
IN

L
A
T
E
R
A
L

’
V
’

D
IT
C
H

L
T
SR 2178 RUMLEY RD.19’ PAVED ROADWAY
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
6
0
.
0
0
’
6
0
.
0
0
’
1
0
’
P
A
V
E
D
D
R
(
H
A
W
RI
V
E
R
T
RI
B
U
T
A
R
Y 6)
B
RI
C
K
H
O
U
S
E
C
R
E
E
K
T
O
B
T
O
B
T
O
B
T
O
B
3 0 " RC
P -IV
EX R/W
+60.00 -L-
44.00 LT
57.00 LT
+95.00 -L-
(
H
A
W
RI
V
E
R
T
RI
B
U
T
A
R
Y 6)
B
RI
C
K
H
O
U
S
E
C
R
E
E
K
AT-1
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
0
6
0
4
0
3
0
2
0
5
0
1
0
2
0
3
0
4
0
5
0
2
0
0
0
2
0
1
0
1
0
1
3
0
0
3
0
1
0
6
2
0
5
8
0
2
0
1
0
0
0
2
0
1
0
2
0
2
0
2
0
1
0
0
R
E
V
IS
I
O
N
S

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
Office of:
Prepared in the
NC FIRM LICENSE No: P-0339
[phone] - [phone] (FAX)
Hillsborough, NC 27278
504 Meadowlands Drive
Office of:
Prepared in the
[phone] (FAX)
[phone]
Cary, NC 27513
15401 Weston Parkway Suite 100
NC FIRM LICENSE No: F-0891
WSP
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
317BP.7.R.63
R/W SHEET NO.8
/
1
7
/
9
9
12
/
17
/
2
0
1
4
R
:
\
N
C
D
O
T

D
I
V
I
S
I
O
N

7
B

B
R
I
D
G
E
S
\
0
0
0
2
5
3
\
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
u
f
f
e
r
s
\
2
5
3
_
h
y
d
_
p
r
m
_
b
u
f
_
p
s
h
_
3
.
d
g
n
u
s
r
s
0
1
4
1
6
SHEET 3 OF 4
PERMIT DRAWING
SCALE 1"=50’
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 750
= 5
= 453.5
= 1900
= 100
= 457.30
= 1000
= 10
= 455.7
BEGIN GRADE
-L- STA. 10+75
EL = 457.51
ELEV. = 457.30
PROP. 100 YR.
ELEV. = 453.5
PROP. 5 YR.
DATE: 7-24-13
WS ELEV. = 447.3
ELEV. = 448.2
AT CENTERLINE
TOP OF FOOTING (JUNE 2012)
GEOTECHNICAL REPORT
ROCK LINE PER
OR EQUIVALENT
1 @ 18’ X 4.5’ CROWNSPAN
BRIDGE
REMOVE EXISTING
-L- STA. 13+75
EL = 458.37
END GRADE
EXISTING RD
PROFILE VIEW ALONG ROADWAY
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SEE DETAIL B
STA. 12+10 -L- LT
STA. 11+50 TO
LATERAL ’V’ DITCH
SEE DETAIL A
STA. 11+50 -L- LT
STA. 11+00 TO
LATERAL ’V’ DITCH
SEE DETAIL E
STA. 13+75 -L- LT
STA. 12+75 TO
SPECIAL CUT ’V’ DITCH
SEE DETAIL C
STA. 12+06 -L- RT
STA. 12+00 TO
TOE PROTECTION
SEE DETAIL D
STA. 13+75 -L- RT
STA. 12+75 TO
TOE PROTECTION
LATERAL ’V’ DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 11+00 TO STA. 11+50 -L- LT
Slope
Fill
Type of Liner= CL B Rip-Rap b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL A
Ground
Natural
Geotextile
= 4.29/5.05 fps10V
= 3.99/4.78 fps2V
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
FROM STA. 11+50 TO STA. 12+10
DETAIL B
b= 5 Ft.
B= 4 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
*When B is < 6.0’
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
= 3.84/7.03 fps10 V
= 3.57/6.50 fps2 V
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 12+75 TO STA. 13+75 -L- LT
DETAIL E
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
= 3.20/4.56 fps10 V
= 3.02/4.30 fps2 V
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 12+75 TO STA. 13+75 -L- RT
DETAIL D
Type of Liner= Class B Rip-Rap
d=1 Ft.
GROUND
NATURAL
SLOPE
FILL
GEOTEXTILE
FROM STA. 12+00 TO STA. 12+06 -L- RT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
-L- SR 2178 (RUMLEY ROAD)
T
O
B
T
O
B
T
O
B
T
O
B
3 0 " RC
P -IV
10 11 12 13 14
420
430
440
450
460
470
(-)2
.7533
%(+)3.3267%
K = 49
VC = 300’
EL = 453.38’
PI = 12+25.00
DS = 35mph
S
T
A
.

12
+
7
5

E
L
.

4
5
3
.
7
5
E
N
D

S
P
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C
IA
L

C
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’

D
IT
C
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L
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S
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13
+
5
0
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4
5
6
.
0
0
B
E
G
IN

S
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C
IA
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C
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D
IT
C
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S
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+
7
5

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L
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4
5
7
.
6
3
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L
A
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D
IT
C
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L
T
S
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A
.

12
+
10

E
L
.

4
4
7
.
7
0
S
T
A

12
+
0
0
E
L

4
4
7
.
9
0
S
T
A

11
+
7
5
E
L

4
4
8
.
7
5
S
T
A
.

11
+
0
0

E
L
.

4
5
6
.
8
7
B
E
G
IN

L
A
T
E
R
A
L

’
V
’

D
IT
C
H

L
T
SR 2178 RUMLEY RD.19’ PAVED ROADWAY
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
6
0
.
0
0
’
6
0
.
0
0
’
1
0
’
P
A
V
E
D
D
R
(
H
A
W
RI
V
E
R
T
RI
B
U
T
A
R
Y 6)
B
RI
C
K
H
O
U
S
E
C
R
E
E
K
4
4
7
4
4
8
4
4
8
4
4
9
449
4
5
0
450
4
5
0
451
4
5
1
452
4
5
2
453
453
454
454
455
4
5
5
455
45
5
4
5
6
4
6
0
46047
0
48049050051052053054055056057058059
0
60
0
T
O
B
T
O
B
T
O
B
T
O
B
3 0 " RC
P -IV
EX R/W
+60.00 -L-
44.00 LT
57.00 LT
+95.00 -L-
(
H
A
W
RI
V
E
R
T
RI
B
U
T
A
R
Y 6)
B
RI
C
K
H
O
U
S
E
C
R
E
E
K
4
4
6
4
4
7
4
4
7
4
4
8
4
4
8
4
4
8
4
4
9
4
4
9
449
4
5
0
4
5
0
4
5
0
4
5
0
450
4
5
0
4
5
0
451
4
5
1
4
5
1
4
5
1
452
4
5
2
4
5
2
45
2
4
5
2
4
5
2
453
4
5
3
453
4
5
3
453
453
454
454
454
45
4
45
4
455
45
5
455
455
455
455
456
456
4
5
6
456
456
457
457
457
457
457
458
458
458
458
458
45
9
4
59
459
459
45
9
459
460
4
6
0
460
460
460
46
0
460
460
4
60
460
461
461
461
4
61
4
61
462
462
462
4
6
2
462
463
463
463
4
6
3
464
464
464
464
465
465
465
465
466
466
466
466
467
4
6
7
467
467
4
6
8
468
468
4
6
9
469
469
4
70
47
0
470
470
4
71
471471
47
1
472
472
4
7
2
473
473
474
474475476477478479
480
480
481482483484485486487488489
49
0
490
491492493494495496497498499
500
500
501502503504505506507508509
510
510511512513514515516517518519
520
520
521522523524525526527528529
530
530
531532533534535536537538539
540
540
541542543544545546547548549
550
550
551552553554555556557558559
56
0
560561562563564565566567568569
570
570
571572573574575576577578579
580
580
581582583584585586587588589
590
590
591592593594595596597598599
600
600
601
AT-1
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
0
6
0
4
0
3
0
2
0
5
0
1
0
2
0
3
0
4
0
5
0
2
0
0
0
2
0
1
0
1
0
1
3
0
0
3
0
1
0
6
2
0
5
8
0
2
0
1
0
0
0
2
0
1
0
2
0
2
0
2
0
1
0
0
RO
A
D

CR
O
S
S
I
N
G
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SHEET 4 OF 4 PROJECT: 17BP.7.R.63 (000253)12/17/2014N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS ALAMANCE COUNTY Bridge No. 253 Over Haw River Trib #6 on SR 2178 Rumley Rd
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MITIGABLEBUFFER REPLACEMENT Rev. May 2006
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Replacement of Bridge No. 253 on
p
SR 2178 (Rumley Rd) over
Haw River Tributary
NCDQT Project: 178P.7.R.63
Alamanoe County. North Caro Nina
Date.
❑ecember 2014
Figure
Seale 0 250 500 Feet
A
Job No.:
1169
dw

Project Tracking No. (Internal Use)
12-06-0082
NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No: Str. 000253
WBS No: 17BP.7.R.5
F.A. No:
County: Alamance
Document: PCE or MCC
Funding: ® State ❑ Federal
Federal (USACE) Permit Required? ® Yes ❑ No Permit Type: NWP 3 or NWP 14
Project Description:
Replace Bridge no. 253 on SR 2178 (Rumley Rd) over Brickhouse Creek .The project will have an off -
site detour that will not receive any improvements. The area of potential effects is 75 feet either side from
the centerline of the roadway/bridge and 300 feet from either end of the bridge. Project length is
approximately 500 feet. Bridge no. 253 is in poor condition and selected to be replaced under the State
Funded Bridge Replacement Program -Design -Build Year 2.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Review of flPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes was
conducted on 6/23/12. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in
the Area of Potential Effects (APE). There is one National Register study -listed property, the George
Morgan House (AM 0298), just south of the APE. The CRS also reviewed Alamance County GIS and
tax records and according to their data no properties within the APE are over the age of fifty years old.
Additionally, Bridge no. 253 was not included in the NCDOT Historic Bridge Survey; however, it is a
standard bridge design that is neither distinctive in its type nor engineering. The George Morgan House
(AM0298) sits well outside of the APE so as not to be affected by project or construction activities.
Thus, a survey is not required for this project.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
HPO quad maps, HPOweb GIS mapping, Alamance County GIS/tax records, Google maps and Google
Street View are considered valid tools for the purposes of determining the likelihood of historic
resources being present. A survey is not required for this project.
SUPPORT DOCUMENTATION
See attached: Map(s), Google Street View image, HPO database survey file, 1a wta„c.c Coate rrco1r4f,
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED
ARCHAEOLOGY HISTORIC ARCHITECTURE (CIRCLE ONE)
-- Y/Watbb'
NC O ultural Resources Specialist
6/X0i/a
Date/
"No Survey Required" form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups

12-06-0082
5523 Rumley Road, Saxapahaw, North Carolina, United States
a�rir,W I:z ppro?:imate
BRIDGE NO. 253, FACING SOUTH, RUMLEY ROAD, ALAMANCE COUNTY. THE SL PROPERTY, GEORGE
MORGAN HOUSE (AM0298))IS OUTSIDE OF THE APE AND NOT VISIBLE FROM THE BRIDGE. COURTESY
OF GOOGLE STREET VIEW.
"No Survey Required" form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement,
NCDOTArchaeology & Historic Architecture Groups

ConnectGlS Feature Report
Page 1 of 2
0 ' I II Welcome to the Alamance County GIS Site. THIS IS NOT A LEGAL DOCUMENT. Alamance County shall assume no liability for any errors, omissions, or
_ I J i al inaccuracies in the information provided regardless of how caused; or any decisions made or actions taken or not taken by user in reliance upon any
levee H`-'5I''Ic' information or data furnished hereunder. The user knowingly waives any and all claims for damages against any and all of the entities comprising the
ALAMANCE COUNTY GIS SYSTEM that may arise from the mapping data.
Address Points
• Address
• Tax Address
O R•timinary Address
Streets
r Roads
- Preliminary Roads
• - Private Roads
Floodplain
100 Year Floodway w th BFEs (ae)
so 100 Year Fbodway (aefw)
lie 500 Year Floodplain (x)
Hydrology
Dam or Weir
'"- Intermittent Streams
Permanent Streams
Watershed
BOW
RCD
WCA
1 : 350 Feet
http://alamancecounty.connectgis.com/DownloadFile.ashx?i=_ags_map4627549763424eb... 6/25/2012

ConnectGlS Feature Report
Page 2 of 2
OBJECTID
63055
GPIN# (State ID)
8890925619
Parcel ID
150946
Old Tax ID
8-1-18A
CalcAcres
36.47690313
Owner Name
VILLAPANDO ABEL
2nd Ownr Name
Parcel Ownr Addrs
5551 RUMLEY RD
OwnCity
GRAHAM
OwnSt
NC
OwnZip
27253
DdAcres
36
Dd Pg
852
Dd Bk
2226
Parcel Site Address
5551 RUMLEY RD
Lot#
Plt Pg
Plt Bk
Parcel Ownr 2nd Addrs
Yr Blt
1977
RSINFO
1588933.94278769
http://alamancecounty.connectgis.com/DownloadFile.ashx?i=_ags_map4627549763424eb... 6/25/2012

ConnectGlS Feature Report
Page 1 of 2
s
p,
Welcome to the Alamance County GIS Site. THIS IS NOT A LEGAL DOCUMENT. Alamance County shall assume no liability for any errors, omissions, or
()NNECi GIS inaccuraces in the information provided regardless of how caused; or any decisions made or actions taken or not taken by user in reliance upon any
information or data furnished hereunder. The user knowingly waives any and all claims for damages against any and all of the entities comprising the
ALAMANCE COUNTY GIS SYSTEM that may arise from the mapping data.
r w10 i ^—�i S7.7T
Address Points
• Address
• Tax Address
o Preliminary Address
Streets
Roads
Preliminary Roads
Neale Roads
Floodplain
go 106 Year Fioodamy with 13FEs (ao)
's 100 Year Floodway iaefw)
500 Year Floodplain (x)
Hydrology
Dam or Wee
Intermittent Streams
Permanent Streams
Watershed
BOW
RCP
WCA
http://alamancecounty.connectgis.com/DownloadFile.ashx?i=_ags_mapcd2206fa06dc427b... 6/25/2012

ConnectGlS Feature Report
Page 2 of 2
OBJECTID
65040
GPIN# (State ID)
9800024372
Parcel ID
157710
Old Tax ID
8-1-21
CalcAcres
3.11836027
Owner Name
JOHNSON MICHAEL JOE
2nd Ownr Name
JOHNSON JANICE MADDEN
Parcel Ownr Addrs
5608 RUMLEY RD
OwnCity
GRAHAM
OwnSt
NC
OwnZip
27253
DdAcres
3
Dd Pg
0468
Dd Bk
1017
Parcel Site Address
5608 RUMLEY RD
Lot#
Plt Pg
0188
Plt Bk
055
Parcel Ownr 2nd Addrs
Yr Blt
2000
RSINFO
135835.8054242
http://alamancecounty.connectgis.com/DownloadFile.ashx?i=_ags_mapcd2206fa06dc427b... 6/25/2012

North Carolina State Historic Preservation Office
Historic Property Survey Summary
County: Alamance
SSN: AM0298 List Status: SL
NR #: None
Quad: Saxapahaw
PIN:
X:
DOT Project #:
OSA#:
Y:
Update Mo: Yr:
No Alt Alt IDet -Rehab
Removed Outbldg Loss
No Acc. Not Fnd FileMsg
Newly ID'd Needs Resch.
Property Name: George Morgan House
Street or 911 Address:
Location Description: E side SR 2178, 0.3 mi N jct w/SR 2173
Town/vicinity: Newlin Township
District: None -
Local District:
Recommended for SL SLDate: 4/9/1992 DOEDate:
Local Status: None
Ownership: Private
NRDate:
Principal Resource Material Integrity: Condition: Not specified Location Integrity:
Architectural Data: Date: Not specified Major Style Group: Not specified
Construction: Not specified
Ext. Material: Not specified Later Covering:
Height: Roof: Plan: Core Form (Domestic):
Design Source and attribution: Not specified
Major Theme
Group Association:
Historic Function:
Written Summary
ca. 1825 TradNern/Log
Outbuildings/Features
Actions
2nd Theme:
Religious Affiliation
Tuesday, June 26, 2012

Project Tracking No. (Internal Use)
12-06-0082
NO PREHISTORIC OR HISTORIC PROPERTIES
PRESENT/AFFECTED FORM
PROJECT INFORMATION
Project No:
W/BS No:
F.A. No:
Str. #000253
17BP.7.R.5
na
Federal (USACE) Permit Required?
County: Alamance
Document: PCE or MCC
Funding: ® State ❑ Federal
® Yes ❑ No Permit Type: NWP 3 or NWP 14
Project Description:
NCDOT Division 7 intends to replace Bridge No. 253 on SR 2178, Rumley Road over Brickhouse Creek. While
no preliminary plans were available at the time of review, the project is described as replacing the bridge on the
existing alignment and in the same location with possible ditch -line impacts. The proposed project area extends
300 feet (45.72 meters) from either end of the existing bridge, so that it will be at least 600 feet long (91.44 meters).
The project area will also be 150 feet (22.86 meters) wide, so that the proposed APE will encompass more than 2
acres (nearly .84 hectares). United States Army Corps of Engineer permits are anticipated. An off -site detour will
be employed during construction.
SUMMARY OF FINDINGS
The North Carolina Department of Transportation (NCDOT) reviewed the subject project and determined:
Historic Architecture/Landscapes
❑ There are no National Register -listed or Study Listed properties within the project's area of potential effects.
❑ There are no properties less than fifty years old which are considered to meet Criteria Consideration G within
the project's area of potential effects.
❑ There are no properties within the project's area of potential effects.
❑ There are properties over fifty years old within the area of potential effects, but they do not meet the criteria
for listing on the National Register.
❑ All properties greater than 50 years of age located in the APE have been considered and all compliance for
historic architecture with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been
completed for this project.
❑ There are no historic properties present or affected by this project. (Attach any notes or documents as needed)
Archaeology
® There are no National Register -listed or Study Listed properties within the project's area of
potential effects.
® No subsurface archaeological investigations are required for this project.
❑ Subsurface investigations did not reveal the presence of any archaeological resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for
the National Register.
❑ All identified Archaeological sites located within the APE have been considered and all compliance for
archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has
been completed for this project.
® There are no historic properties present or affected by this project. (Attach any notes or documents as
needed)
"No Historic Properties Present" form for AAinor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups

SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
As noted on the Survey Required Form dated August 17, 2012, no previously identified archaeological
resources are recorded in the project area, but a large number of archaeological sites have been recorded
within a 2-mile radius of the bridge in both alluvial and upland physiographic settings. A reconnaissance
investigation to evaluate the potential for archaeological resources was considered a prudent course of action.
The reconnaissance investigations for the proposed replacement of Bridge No. 253 were undertaken by
NCDOT staff archaeologists, Shane Petersen and Brian Overton on August 24, 2012. It immediately
became apparent upon arriving at the project area, that the modified easement south of Bridge No. 253 is
very wide, at present and that the proposed APE barely extends beyond the cut -slopes of the existing ditch -
line in this portion of the APE. On the north side of Brickhouse Creek, the property to the west of Rumley
Road has been drastically altered by the construction of a driveway, fence, and a large pond. To the east of
Rumley Road (and south of its intersection with Shoreline Trail) lies a fallow field behind a fence. Little of
this field beyond the fence -line falls within the proposed APE, and those areas that are within the APWE are
considered to be too sloped to have a significant potential for NRHP-eligible resources.
No further archaeological investigations are recommended for the replacement of Bridge No. 253 as
proposed. Should the project change further investigation may be necessary. The project as described
should be considered to be compliant with Section 106 and NCGS121-12a.
SUPPORT DOCUMENTATION
See attached: Aerial photograph illustrating the APE; photographs of the project area.
Signed:
Cultural Resources Specialist, NCDOT
"No Historic Properties Present "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups
-. z( -iz_
Date

Bridge No. 253 on SR 2178, Rumley Road, facing north (note the wide ditch -lines).
Exposed subsoil in ditch -line west of SR 2178, southwest of Bridge No. 253.
"No Historic Properties Present "form for Mirror Transportation Projects as Qualified in the 2(W7 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups

Bridge No. 253 on SR 2178, Rumley Road, facing south
Fallow field north of Bridge No. 253 near ;intersection of Rumley Road and Shoreline Trail (facing south).
"No Hisiorrc Properties Present "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
NCDOTArchaeology & Historic Architecture Groups

Landscape modification northwest of Bridge No. 253 (facing northwest).
"No Historic Properties Present "form for Mirror 1 i•anssportatiart Projects as Qualified in the 2007 Programmatic Agreement.
NCDOTArchaeology & Historic Architecture Groups