20210344 Ver 1_Meeting Request Review Doc Attachment_20210213

(Version 2.07; Released October 2016)
17.BP.11.R.131 TIP No.:SF-040122 County(ies):Ashe Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
No
Design/Future:Year:2016 Existing:Year:
Aquatic T&E Species?No Comments:
Yes N/A
No
N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
ac.
One approx. 15'-20' gravel roadway with 1' unpaved shoulders
200
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
N/ABuffer Rules in Effect:
None
200
2-lanes at 10' each with 3' unpaved shoulders
Waterbody Information
2016
NCDWR Stream Index No.:
17.BP.11.R.131
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
This project replaces existing bridge #040122: 1@19’-7”, 1@20’-9”, 4@45’-0”, 1@21’-10”, 1@18’-6”, for an overall length of 260’-8”. The bridge consists of a timber floor on
steel girder floor beams, and is 12.17’ wide out-to-out. The proposed bridge will a 270’ long bridge with a span arrangement of 3@90’ utilizing 33” box beams, with spill through
abutments, and 30' wide out to out. No deck drains will be required. Runoff from the bridge will be captured and discharged onto Class B rip rap outlet pads. There is a slight
increase in the impervious area of the project, however there is no significant increase in the discharge from the roadway runoff.
900 Ridgefield Drive
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1590 Mail Service Center Address:
General Project Information
SF-040122
WBS Element:
Bridge ReplacementWBS Element:
RK&K - Jonathan Whittington, PENCDOT Contact:
919-707-6751
Suite 350
Raleigh, NC 27609
Contractor / Designer:
919-878-9560
[e-mail]
Address:
12/13/2016
AsheWeavers Ford
Marc Shown, PE
Raleigh, NC 27699-1590
River Basin(s):
City/Town:
0.3
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Rural
North Fork New River 10-2-(21.5)
0.3
635 ft. (0.120 mi.)
Project Description
Proposed Project
New
None
Supplemental Classification:
Outstanding Resource Waters
(ORW)
Wetlands within Project Limits?
Bridge 122
Wi
l
l
ieBrownRdFredPughRdL
e
gr
a
RdL u c y B e llR dGarveyBridgeRdE
ast
W
e
a
v
er
F
o
r
d
Rd
Deer
w
o
odRdF a rmRdGr
a
ssyCreekR d
SR#1359H owardColvardRdWayside
Ln
E
d
na
Pe
rryRd
Deac
o
n
R
d
P
edr
o
sR
dRo
u
n
d
H
o
useRdRiver C o u n t r y R d
N e wRiverRdI
s
abelWay
S R #1 5 59RedHi
l
l
RdRi
ver
Mt
n
DrMic
hel
l
eWayTri State
Knoll
S R #1 5
3
5K ingsC r R d
W
ayne
Arnold
R
d
Miara
m
W
a
y
H a p p y R id ge Rd
SR#1546
S
c
e
n
i
c
V
i
ew

P
l
SR#1311
Happy Land RdD eerwoo
d
RdPedros Rd
D
e
e
r
w
o
o
d

R
dGras
syCreek
R
d
SouthForkNewR
ive
r
Grassy Creek
N
ort h F o r k N e w R i v e rNewRiver(North C arolina Portion)
BRIDGE 122
ASHE COUNTY
NORTH CAROLINA SHEET 1
0 2,000 4,000
Feet
Express Design - Build Bridge Program
Division 11
NCDOT
Division of Highways
WILKES
SURRY
ASHE
CALDWELL
AVERY
WATAUGA
MITCHELL
ALEXANDER
ALLEGHANY
BRUNSWICK
VICINITY MAP
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 10+66 to 12+45Causeway 0.47 135 -L- 11+21 and 12+11 Bridge < 0.01 6 -L- 10+64 and 12+48 Bank Stabilization 0.03 < 0.01 127 40 TOTALS*: 0.03 0.47 133 175 0*Rounded totals are sum of actual impactsNOTES:Revised September 2014 SHEET 2OF 9Temporary SW Impacts due to Causeway are for Phases I, II, III, and IVPermanent SW Impacts due to Bridge are 3' diameter drilled shafts, 3 shafts per bentTemporary and Permanent SW Impacts due to placement of Bank Stabilization after removal of Causeway WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSAshe County17.BP.11.R.131SF-040122NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS8/31/2017
SHEET 3 OF 9
DIVISION OF HIGHWAYS
NCDOT
TEMPORARY WORK PAD DETAIL
1.5:11.5:1 CLASS B RIP RAP
CLASS II RIP RAP
CHANNEL BED
NOT TO SCALE
8/31/2017
CLASS II RIP RAP
ASHE COUNTY
PROJECT: 17.BP.11.R.131 (040122)
WIDTH OF PROP. BENT CAP + 5’ EACH END
FABRIC
GEOTEXTILE
FLOW
INTERIOR BENT
C OF PROPOSEDL
NATURAL GROUND
1.0’1.5:1
FABRIC
GEOTEXTILE
VARIES PER PHASE)
(QUANTITY AND PLACEMENT
72"X44" CSP ARCHES
CLASS B RIP RAP
FLOWAPPROX. EL. = 2,470.0’
CHANNEL BOTTOM
=2473.4’
NWS EL.
NWS EL.=2473.4’
BRIDGE NO. 122 OVER
NORTH FORK NEW RIVER
ON SR 1549 (GARVEY BRIDGE RD)
PHASE IV=2475.5’
PHASE III=2480.5’
PHASE II=2475.5’
PHASE I=2482.5’
CAUSEWAY TOP ELEV.
T
15" CMP
1122-1
48" WD48" WW & 1SBW4SBW4SBW4S
B
W18" CMP15" CMPINV=2485.33’
INV=2486.66’
WOODSGRAVEL
10’ GRAVELGATE
MTL
WE AVE R ’S F OR D1.45 MILE S +/-
LUCY BELL RD.
TO SR 1559
0.74 MILES +/-
DOUBLE B
R
A
N
C
H R
D.TO SR 1546
1.39 MILES +/-
S R 15 5 0 E . WE AVE R ’S F OR D R D.
10’ GR AVE L
SR 1549
GARVEY BRIDGE RD.
15’
G
R
A
V
E
L
15’ GRAVEL
S
R 1549
G
A
R
VE
Y B
RID
GE
R
D.11’ GRAVELRV CAMPSITE
GRAVEL
INV=2484.67’
INV=2478.45’
#107-32
SKYLINE PED
E
XISTIN
G
R/WE
XISTI
N
G
R/W30.00’
EXISTING R/W
EXISTING R/W30.00’15’ R
BM1
1 EXISTING R/W
#107-32
SKYLINE PED
LH&E PROPERTIES, LLC
DB 436 PG 482
PB 4 PG 305A
S 8000’05" W227.29’
RICKY A. &
JOEVELYN S. ROOP
DB 199 PG 2198
PB 4 PG 37
JAMES A. &
MARGARET B. CHRISTENBURY
DB 305 PG 343
PB 4 PG 37
JAY G. D. REID
DB 370 PG 178
PB 4 PG 37
STUMP FINANCIAL CORPORATION
DB 124 PG 1
STUMP FINANCIAL CORPORATION
N 8355’27" E104.68’
N 0524’33"
W
72.71’N 4943’44" E24.84’N
18
2
4’3
3" W2
6
0.9
8’
UNKNOWN
OWNERSHIP
S 5217’05" W205.95’S 4954’27" W216.89’N 6139’05" E165.06’UNKNOWN
OWNERSHIP
3’-11"10’ R R=22’8:18:1
8:1.00.06 .01.05
.02.04
.03
.02
.03
.02
.04
.02 .025.025.03.02
.02511’8’8’
EXIST
EXIST.03.0216’
.025
.02 .04
12’
EXIST
10’10’SBGP
R
OP..02510’11’S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND AND SURFACE WATER IMPACTS PERMIT
NC GRID
NAD 83 NA 2011NEW RIVERNORTH FORK1"=30’
SCALE
1"=30’
SCALE
1"=30’
SCALE
1"=30’
SCALE
SHAFTS (TYP.)
DUE TO DRILLED
WATER IMPACTS
PERMANENT SURFACE
TO CAUSEWAY
WATER IMPACTS DUE
TEMPORARY SURFACE
TO BANK STABILIZATION
WATER IMPACTS DUE
PERMANENT SURFACE
TO BANK STABILIZATION
WATER IMPACTS DUE
PERMANENT SURFACE
TO BANK STABILIZATION
WATER IMPACTS DUE
TEMPORAY SURFACE
TO BANK STABILIZATION
WATER IMPACTS DUE
TEMPORAY SURFACE
TO CAUSEWAY
WATER IMPACTS DUE
TEMPORARY SURFACE
DUE TO BANK STABILIZATION
TEMPORAY SURFACE WATER IMPACTS
DUE TO BANK STABILIZATION
PERMANENT SURFACE WATER IMPACTS
TO CAUSEWAY
WATER IMPACTS DUE
TEMPORARY SURFACE
DUE TO BANK STABILIZATION
TEMPORAY SURFACE WATER IMPACTS
DUE TO BANK STABILIZATION
PERMANENT SURFACE WATER IMPACTS
TO CAUSEWAY
WATER IMPACTS DUE
TEMPORARY SURFACE
SHEET 4 OF 9
PERMIT DRAWING8/17/999/11/2017R:\Hydraulics\PERMITS_Environmental\Drawings\4-040122_Hyd_per_wet_nocon.dgnjwhittington ALLOWING FOR CONSTRUCTION OF 18’ PROPOSED PAVEMENT.*WHERE PROPOSED PAVEMENT OVERLAPS EXISTING PAVEMENT USED AS DETOUR, A TEMPORARY FILL SLOPE WILL BE CONSTRUCTED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
60
60
30
3030
30
1266
040122
ADT = 70 (2000)
DESIGN SPEED = 20 MPH
TO BE EXCAVATED
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
-L- PC Sta. 13+12.42
END APPROACH SLAB-L- PC Sta. 10+20.00
BEGIN APPROACH SLAB
ASHE #122
04
TO DRAIN
GRADE
SEE DETAIL A
STANDARD V DITCH
2GI
2GI
TB
2GI
TB
2GI
TB
2GI
TB 2GI
TB
2GI
TB
2GI
TB
w/MH
JB
15" CSP15" CSP
1
5" CS
P
REMOVE
RETAIN
CSP18"18" RCP-IVRCP-IV18"15" RCP-
I
V15"
R
C
P-I
V
15" RCP-IV15" RCP-IVRCP-IV15"
CLASS II RIP RAP
RIP RAP
CLASS II
SEE DETAIL B
SPECIAL CUT V DITCH
2GI
TB
CSP
18"
15" RCP-IV
REMOVE
DETAIL C
STREAM BANK STABILIZATION
Type of Liner= CL II Rip-Rap, W/Geotextile Fabric
Rt. Bank: 80 tons CL II Rip-Rap, 85 sy Geotextile Fabric
Lt. Bank: 145 tons CL II Rip-Rap, 150 sy Geotextile Fabric
SEE DETAIL C
BANK STABILIZATION
SEE DETAIL C
BANK STABILIZATION
-Y- PRC Sta. 11+90.29
-Y- PRC Sta. 12+68.40
-Y- PCC Sta. 13+68.99
-L- STA. 14+10.00
END PROJECT 040122
-Y- STA. 11+90.00
BEGIN CONSTRUCTION
-Y- PT Sta. 16+26.56
-Y- POC Sta. 13+26.04
-L- STA. 10+00.00 =
BEGIN PROJECT 040122
-L- POT Sta. 15+28.84
-L- PT Sta. 14+72.08
-L- PC Sta. 13+64.26
-L- PC Sta. 12+97.79
-DR1- STA. 10+15.00
BEGIN CONSTRUCTION
-DR1- POT Sta. 10+74.53
=-L- POC Sta. 13+24.76
-DR1- POT Sta. 10+00.00
-DR1- PC Sta. 10+30.86
-DR1- PT Sta. 10+53.63
-Y- STA 14+15.00
END CONSTRUCTION
10+00
15+0010+0015+00-L- PT Sta. 13+53.58
F
F
F F
F
F F
C
F
C
C
F
F
C
C
C
C
C
RIGHT-OF-WAY AREAS
OWNERSHIP UNKNOWN
ROOP, RICKY A. & JOEVELYN
STUMP FINANCIAL CORPORATION 0.126 Ac.
1
3
2
0.003 Ac.
GRAU 350 TL-2
C
CSP
18"
F
DETAIL C
CL II RIP RAP
2’ THK.
OR FLATTER
SLOPE=1.5:1
GROUND
NATURAL
( Not to Scale)
STREAM BANK STABILIZATION
Type of Liner= CL II Rip-Rap, W/Geotextile Fabric
Rt. Bank: 80 tons CL II Rip-Rap, 85 sy Geotextile Fabric
Fabric (TYP.)
Geotextile
Lt. Bank: 145 tons CL II Rip-Rap, 150 sy Geotextile Fabric
24702470247524752475247524752475 247524752475
2475248024802480248024802480 2480248024802480
248524852485248524852485 248524852485249024902490249024902490
249024902
4
9
0
24902
4
9
0
2490
2490
24902495249524952495 24952
4
9
5
24952500250025002500 25002
5
0
0
2
5
0
0
2500250525052505250525052
5
0
5251025102510251025102
5
1
0251525152515251
52515
25202520
2
5
2
0
2520
2520252525252
5
2
52525
2
5
3
025302530
2530
253525352535
2535
254025402
5
4
525452550247524802490
24752480248524902475248024852475T
15" CMP
1122-1
48" WD48" WW & 1SBW4SBW4SBW4S
B
W18" CMP15" CMPINV=2485.33’
INV=2486.66’
WOODSGRAVEL
10’ GRAVELGATE
MTL
WE AVE R ’S F OR D1.45 MILE S +/-
LUCY BELL RD.
TO SR 1559
0.74 MILES +/-
DOUBLE B
R
A
N
C
H R
D.TO SR 1546
1.39 MILES +/-
S R 15 5 0 E . WE AVE R ’S F OR D R D.
10’ GR AVE L
SR 1549
GARVEY BRIDGE RD.
15’
G
R
A
V
E
L
15’ GRAVEL
S
R 1549
G
A
R
VE
Y B
RID
GE
R
D.11’ GRAVELRV CAMPSITE
GRAVEL
INV=2484.67’
INV=2478.45’
#107-32
SKYLINE PED
E
XISTIN
G
R/WE
XISTI
N
G
R/W30.00’
EXISTING R/W
EXISTING R/W30.00’15’ R
BM1
1 EXISTING R/W
#107-32
SKYLINE PED
LH&E PROPERTIES, LLC
DB 436 PG 482
PB 4 PG 305A
S 8000’05" W227.29’
RICKY A. &
JOEVELYN S. ROOP
DB 199 PG 2198
PB 4 PG 37
JAMES A. &
MARGARET B. CHRISTENBURY
DB 305 PG 343
PB 4 PG 37
JAY G. D. REID
DB 370 PG 178
PB 4 PG 37
STUMP FINANCIAL CORPORATION
DB 124 PG 1
STUMP FINANCIAL CORPORATION
N 8355’27" E104.68’
N 0524’33"
W
72.71’N 4943’44" E24.84’N
18
2
4’3
3" W2
6
0.9
8’
UNKNOWN
OWNERSHIP
S 5217’05" W205.95’S 4954’27" W216.89’N 6139’05" E165.06’UNKNOWN
OWNERSHIP
3’-11"10’ R R=22’8:18:1
8:1.00.06 .01.05
.02.04
.03
.02
.03
.02
.04
.02 .025.025.03.02
.02511’8’8’
EXIST
EXIST.03.0216’
.025
.02 .04
12’
EXIST
10’10’SBGP
R
OP..02510’11’S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND AND SURFACE WATER IMPACTS PERMIT
NC GRID
NAD 83 NA 2011NEW RIVERNORTH FORK1"=30’
SCALE
1"=30’
SCALE
1"=30’
SCALE
1"=30’
SCALE
SHAFTS (TYP.)
DUE TO DRILLED
WATER IMPACTS
PERMANENT SURFACE
TO CAUSEWAY
WATER IMPACTS DUE
TEMPORARY SURFACE
TO BANK STABILIZATION
WATER IMPACTS DUE
PERMANENT SURFACE
TO BANK STABILIZATION
WATER IMPACTS DUE
PERMANENT SURFACE
TO BANK STABILIZATION
WATER IMPACTS DUE
TEMPORAY SURFACE
TO BANK STABILIZATION
WATER IMPACTS DUE
TEMPORAY SURFACE
TO CAUSEWAY
WATER IMPACTS DUE
TEMPORARY SURFACE
DUE TO BANK STABILIZATION
TEMPORAY SURFACE WATER IMPACTS
DUE TO BANK STABILIZATION
PERMANENT SURFACE WATER IMPACTS
TO CAUSEWAY
WATER IMPACTS DUE
TEMPORARY SURFACE
DUE TO BANK STABILIZATION
TEMPORAY SURFACE WATER IMPACTS
DUE TO BANK STABILIZATION
PERMANENT SURFACE WATER IMPACTS
TO CAUSEWAY
WATER IMPACTS DUE
TEMPORARY SURFACE
SHEET 5 OF 9
PERMIT DRAWING8/17/999/11/2017R:\Hydraulics\PERMITS_Environmental\Drawings\5-040122_Hyd_per_wet_con.dgnjwhittington ALLOWING FOR CONSTRUCTION OF 18’ PROPOSED PAVEMENT.*WHERE PROPOSED PAVEMENT OVERLAPS EXISTING PAVEMENT USED AS DETOUR, A TEMPORARY FILL SLOPE WILL BE CONSTRUCTED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
60
60
30
3030
30
1266
040122
ADT = 70 (2000)
DESIGN SPEED = 20 MPH
TO BE EXCAVATED
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
-L- PC Sta. 13+12.42
END APPROACH SLAB-L- PC Sta. 10+20.00
BEGIN APPROACH SLAB
ASHE #122
04
TO DRAIN
GRADE
SEE DETAIL A
STANDARD V DITCH
2GI
2GI
TB
2GI
TB
2GI
TB
2GI
TB 2GI
TB
2GI
TB
2GI
TB
w/MH
JB
15" CSP15" CSP
1
5" CS
P
REMOVE
RETAIN
CSP18"18" RCP-IVRCP-IV18"15" RCP-
I
V15"
R
C
P-I
V
15" RCP-IV15" RCP-IVRCP-IV15"SEE DETAIL B
SPECIAL CUT V DITCH
2GI
TB
CSP
18"
15" RCP-IV
REMOVE
DETAIL C
STREAM BANK STABILIZATION
Type of Liner= CL II Rip-Rap, W/Geotextile Fabric
Rt. Bank: 80 tons CL II Rip-Rap, 85 sy Geotextile Fabric
Lt. Bank: 145 tons CL II Rip-Rap, 150 sy Geotextile Fabric
-Y- PRC Sta. 11+90.29
-Y- PRC Sta. 12+68.40
-Y- PCC Sta. 13+68.99
-L- STA. 14+10.00
END PROJECT 040122
-Y- STA. 11+90.00
BEGIN CONSTRUCTION
-Y- PT Sta. 16+26.56
-Y- POC Sta. 13+26.04
-L- STA. 10+00.00 =
BEGIN PROJECT 040122
-L- POT Sta. 15+28.84
-L- PT Sta. 14+72.08
-L- PC Sta. 13+64.26
-L- PC Sta. 12+97.79
-DR1- STA. 10+15.00
BEGIN CONSTRUCTION
-DR1- POT Sta. 10+74.53
=-L- POC Sta. 13+24.76
-DR1- POT Sta. 10+00.00
-DR1- PC Sta. 10+30.86
-DR1- PT Sta. 10+53.63
-Y- STA 14+15.00
END CONSTRUCTION
10+00
15+0010+0015+00-L- PT Sta. 13+53.58
F
F
F F
F
F F
C
F
C
C
F
F
C
C
C
C
C
RIGHT-OF-WAY AREAS
OWNERSHIP UNKNOWN
ROOP, RICKY A. & JOEVELYN
STUMP FINANCIAL CORPORATION 0.126 Ac.
1
3
2
0.003 Ac.
GRAU 350 TL-2
C
CSP
18"
F
DETAIL C
CL II RIP RAP
2’ THK.
OR FLATTER
SLOPE=1.5:1
GROUND
NATURAL
( Not to Scale)
STREAM BANK STABILIZATION
Type of Liner= CL II Rip-Rap, W/Geotextile Fabric
Rt. Bank: 80 tons CL II Rip-Rap, 85 sy Geotextile Fabric
Fabric (TYP.)
Geotextile
Lt. Bank: 145 tons CL II Rip-Rap, 150 sy Geotextile Fabric
24702470247524752475247524752475 24752475247524802480248024802480
2480 24802480248024802480
248524852485248524852485 248524852485
24852485249024902490249024902490
249024902
4
9
0
24902
4
9
0
2490
2490
24902495249524952495 24952
4
9
5
24952500250025002500 25002
5
0
0
2
5
0
0
2500250525052505250525052
5
0
5251025102510251025102
5
1
025152515
2515 25152515
25152515
2520252025202520
2
5
2
0
2520
25202525252525252
5
2
52525
25302
5
3
025302530
2530
2535
253525352535
2535
2540
25402540
2 5 4 5
2
5
4
525452550
255025552555
2560
T
REBAR
REBAR48" WD48" WW & 1SBW
FOOTBRIDGE
WD4SBW4
S
BW18" CMP
WOODS
WOODS
WOODS
GRAVEL10’ GRAVELS
S
ROCK WALL
STACKED
GATE
MTL
WD
WE AVE R ’S F OR D1.45 MILE S +/-
LUCY BELL RD.
TO SR 1559
0.74 MILES +/-
S R 15 5 0 E . WE AVE R’S F ORD R D.
10’ GR AVE L
SR 1549
GARVEY BRIDGE RD.
15’
G
R
A
V
E
L
15’ GRAVEL
S
R 1549
G
A
R
VE
Y B
RID
GE
R
D.11’ GRAVELRV CAMPSITE
GRAVEL
1SFDNEW RIVERNORTH FORK#107-32
SKYLINE PED
E
XISTIN
G R/W30.00’
EXISTING R/W
EXISTING R/W30.00’15’ R
BM1
LH&E PROPERTIES, LLC
RICKY A. &
JOEVELYN S. ROOP
JAMES A. &
MARGARET B. CHRISTENBURY
JAY G. D. REID
STUMP FINANCIAL CORPORATION
UNKNOWN
OWNERSHIP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET 6 OF 9
PERMIT DRAWING
9/11/2017R:\Hydraulics\PERMITS_Environmental\Drawings\6-040122_Causeway Phase_I.dgnjwhittingtonSHEET NO.PROJECT REFERENCE NO.
R/W SHEET NO.

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
60
60
30
3030
30
1266
040122
ASHE #122
BENT ACCESS
MAIN CAUSEWAY
1.5:1 SLOPE
(TYP.)
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
GEOTEXTILE FABRIC (TYP.)
15’
20’
BENT ACCESS
MAIN CAUSEWAY
STREAM BED
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
GEOTEXTILE FABRIC (TYP.)
15’
20’
CAUSEWAY CONSTRUCTION SEQUENCE
PLAN OF CAUSEWAY - PHASE I
TOP OF CAUSEWAY
EL. = 2482.5’
(SURVEYED 4/14/2016)
NWS EL. 2473.4’
NC GRID
NAD 83 NA 2011
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
CAUSEWAY.
INSTALL BANK STABILIZATION AFTER REMOVING8.
OF PHASE I.
REMOVE CAUSEWAY UPON COMPLETION 7.
& INTERIOR BENT 1 FROM CAUSEWAY.
INSTALL 33" BOX BEAMS OVER END BENT 16.
REMOVE BENT ACCESS PORTION OF CAUSEWAY.
AFTER COMPLETION OF BENT CONSTRUCTION, 5.
BENT 1.
CONSTRUCT END BENT 1 AND INTERIOR 4.
DETERMINED IN THE FIELD.)TO BE
REMOVE REMNANT CONCRETE PIERS (LOCATIONS3.
DURING PHASE I CONSTRUCTION
HALF OF THE STREAM SHALL BE BLOCKED
PIPES AS SHOWN ON PLAN. NO MORE THAN
CONSTRUCT CAUSEWAY, WITH FLOW THROUGH 2.
PLAN.
CONSTRUCT GRAVEL ACCESS, AS SHOWN ON 1.
DETAIL OF CAUSEWAYNEW RI
VERNORTH FORKEC-1A
N.T.S.
RIGHT-OF-WAY AREAS
STUMP FINANCIAL CORPORATION
1
3
2
DETAIL C
OR FLATTER
SLOPE=1.5:1
STREAM BANK STABILIZATION
Type of Liner= CL II Rip-Rap, W/Geotextile Fabric
Rt. Bank: 80 tons CL II Rip-Rap, 85 sy Geotextile Fabric
Lt. Bank: 145 tons CL II Rip-Rap, 150 sy Geotextile Fabric
GRAVEL ACCESS
(4)-72"x44" CSP ARCHES
PHASE I & III
STAGING AREA
24702470247524752475247524752475 24752475247524802480248024802480
2480 24802480248024802480
248524852485248524852485 248524852485
24852485249024902490249024902490
249024902
4
9
0
24902
4
9
0
2490
2490
24902495249524952495 24952
4
9
5
24952500250025002500 25002
5
0
0
2
5
0
0
2500250525052505250525052
5
0
5251025102510251025102
5
1
025152515
2515 25152515
25152515
2520252025202520
2
5
2
0
2520
25202525252525252
5
2
52525
25302
5
3
025302530
2530
2535
253525352535
2535
2540
25402540
2 5 4 5
2
5
4
525452550
255025552555
2560
T
REBAR
REBAR48" WD48" WW & 1SBW
FOOTBRIDGE
WD4SBW4
S
BW18" CMP
WOODS
WOODS
WOODS
GRAVEL10’ GRAVELS
S
ROCK WALL
STACKED
GATE
MTL
WD
WE AVE R ’S F OR D1.45 MILE S +/-
LUCY BELL RD.
TO SR 1559
0.74 MILES +/-
S R 15 5 0 E . WE AVE R’S F ORD R D.
10’ GR AVE L
SR 1549
GARVEY BRIDGE RD.
15’
G
R
A
V
E
L
15’ GRAVEL
S
R 1549
G
A
R
VE
Y B
RID
GE
R
D.11’ GRAVELRV CAMPSITE
GRAVEL
1SFDNEW RIVERNORTH FORK#107-32
SKYLINE PED
E
XISTIN
G R/W30.00’
EXISTING R/W
EXISTING R/W30.00’15’ R
BM1
LH&E PROPERTIES, LLC
RICKY A. &
JOEVELYN S. ROOP
JAMES A. &
MARGARET B. CHRISTENBURY
JAY G. D. REID
STUMP FINANCIAL CORPORATION
UNKNOWN
OWNERSHIP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET 7 OF 9
PERMIT DRAWING
9/11/2017R:\Hydraulics\PERMITS_Environmental\Drawings\7-040122_Causeway Phase_II.dgnjwhittingtonPLANS 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.
R/W SHEET NO.

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
60
60
30
3030
30
1266
040122
ASHE #122
BENT ACCESS
MAIN CAUSEWAY
1.5:1 SLOPE
(TYP.)
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
GEOTEXTILE FABRIC (TYP.)
15’
20’
BENT ACCESS
MAIN CAUSEWAY
STREAM BED
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
GEOTEXTILE FABRIC (TYP.)
15’
20’
CAUSEWAY CONSTRUCTION SEQUENCE
TOP OF CAUSEWAY
EL. = 2475.5’
(SURVEYED 4/14/2016)
NWS EL. 2473.4’
PLAN OF CAUSEWAY - PHASE II
NC GRID
NAD 83 NA 2011
EC-1B
NEW RI
VERNORTH FORKCAUSEWAY.
INSTALL BANK STABILIZATION AFTER REMOVING9.
PHASE II.
REMOVE CAUSEWAY UPON COMPLETION OF 8.
& END BENT 2 FROM CAUSEWAY.
INSTALL 33" BOX BEAMS OVER INTERIOR BENT 27.
& INTERIOR BENT 2 FROM CAUSEWAY.
INSTALL 33" BOX BEAMS OVER INTERIOR BENT 16.
REMOVE BENT ACCESS PORTION OF CAUSEWAY.
AFTER COMPLETION OF BENT CONSTRUCTION, 5.
CONSTRUCT END BENT 2 AND INTERIOR BENT 2. 4.
TO BE DETERMINED IN THE FIELD.)
REMOVE REMNANT CONCRETE PIERS (LOCATIONS 3.
DURING PHASE II CONSTRUCTION.
HALF OF THE STREAM SHALL BE BLOCKED
PIPES AS SHOWN ON PLAN. NO MORE THAN
CONSTRUCT CAUSEWAY, WITH FLOW THROUGH 2.
PLAN.
CONSTRUCT GRAVEL ACCESS, AS SHOWN ON 1.
N.T.S.
DETAIL OF CAUSEWAY
RIGHT-OF-WAY AREAS
ROOP, RICKY A. & JOEVELYN
STUMP FINANCIAL CORPORATION
1
3
2
F
F
F F
F
F F
C
F
C
C
F
F
C
C
C
C
C
STREAM BANK STABILIZATION
Type of Liner= CL II Rip-Rap, W/Geotextile Fabric
Rt. Bank: 80 tons CL II Rip-Rap, 85 sy Geotextile Fabric
Lt. Bank: 145 tons CL II Rip-Rap, 150 sy Geotextile Fabric
GRAVEL ACCESS
PHASE I
CONSTRUCTED UNDER
PROP. BRIDGE BENT
(2)-72"x44" CSP ARCHES
PHASE II & IV
STAGING AREA
24702470247524752475247524752475 24752475247524802480248024802480
2480 24802480248024802480
248524852485248524852485 248524852485
24852485249024902490249024902490
249024902
4
9
0
24902
4
9
0
2490
2490
24902495249524952495 24952
4
9
5
24952500250025002500 25002
5
0
0
2
5
0
0
2500250525052505250525052
5
0
5251025102510251025102
5
1
025152515
2515 25152515
25152515
2520252025202520
2
5
2
0
2520
25202525252525252
5
2
52525
25302
5
3
025302530
2530
2535
253525352535
2535
2540
25402540
2 5 4 5
2
5
4
525452550
255025552555
2560
T
REBAR
REBAR48" WD48" WW & 1SBW
FOOTBRIDGE
WD4SBW4
S
BW18" CMP
WOODS
WOODS
WOODS
GRAVEL10’ GRAVELS
S
ROCK WALL
STACKED
GATE
MTL
WD
WE AVE R ’S F OR D1.45 MILE S +/-
LUCY BELL RD.
TO SR 1559
0.74 MILES +/-
S R 15 5 0 E . WE AVE R’S F ORD R D.
10’ GR AVE L
SR 1549
GARVEY BRIDGE RD.
15’
G
R
A
V
E
L
15’ GRAVEL
S
R 1549
G
A
R
VE
Y B
RID
GE
R
D.11’ GRAVELRV CAMPSITE
GRAVEL
1SFDNEW RIVERNORTH FORK#107-32
SKYLINE PED
E
XISTIN
G R/W30.00’
EXISTING R/W
EXISTING R/W30.00’15’ R
BM1
LH&E PROPERTIES, LLC
RICKY A. &
JOEVELYN S. ROOP
JAMES A. &
MARGARET B. CHRISTENBURY
JAY G. D. REID
STUMP FINANCIAL CORPORATION
UNKNOWN
OWNERSHIP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET 8 OF 9
PERMIT DRAWING
9/11/2017R:\Hydraulics\PERMITS_Environmental\Drawings\8-040122_Causeway Phase_III.dgnjwhittingtonPLANS 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.
R/W SHEET NO.

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
60
60
30
3030
30
1266
040122
ASHE #122
BENT ACCESS
MAIN CAUSEWAY
1.5:1 SLOPE
(TYP.)
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
GEOTEXTILE FABRIC (TYP.)
15’
20’
BENT ACCESS
MAIN CAUSEWAY
STREAM BED
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
GEOTEXTILE FABRIC (TYP.)
15’
20’
CAUSEWAY CONSTRUCTION SEQUENCE
TOP OF CAUSEWAY
EL. = 2480.5’
(SURVEYED 4/14/2016)
NWS EL. 2473.4’
PLAN OF CAUSEWAY - PHASE III
NC GRID
NAD 83 NA 2011

EC-1C
NEW RI
VERNORTH FORKCAUSEWAY.
INSTALL BANK STABILIZATION AFTER REMOVING 5.
PHASE III.
REMOVE CAUSEWAY UPON COMPLETION OF4.
BENTS 1, 2, & 3.
REMOVE EXISTING END BENT 1 & INTERIOR 3.
DURING PHASE III CONSTRUCTION.
HALF OF THE STREAM SHALL BE BLOCKED
PIPES AS SHOWN ON PLAN. NO MORE THAN
CONSTRUCT CAUSEWAY, WITH FLOW THROUGH 2.
PLAN.
CONSTRUCT GRAVEL ACCESS AS SHOWN ON 1.
N.T.S.
DETAIL OF CAUSEWAY
RIGHT-OF-WAY AREAS
OWNERSHIP UNKNOWN
ROOP, RICKY A. & JOEVELYN
STUMP FINANCIAL CORPORATION
1
3
2
0.003 Ac.
F
F
F F
F
F F
C
F
C
C
F
F
C
C
C
C
C
DETAIL C
STREAM BANK STABILIZATION
Type of Liner= CL II Rip-Rap, W/Geotextile Fabric
Rt. Bank: 80 tons CL II Rip-Rap, 85 sy Geotextile Fabric
Lt. Bank: 145 tons CL II Rip-Rap, 150 sy Geotextile Fabric
GRAVEL ACCESS
(5)-72"x44" CSP ARCHES
PHASE I & III
STAGING AREA
24702470247524752475247524752475 24752475247524802480248024802480
2480 24802480248024802480
248524852485248524852485 248524852485
24852485249024902490249024902490
249024902
4
9
0
24902
4
9
0
2490
2490
24902495249524952495 24952
4
9
5
24952500250025002500 25002
5
0
0
2
5
0
0
2500250525052505250525052
5
0
5251025102510251025102
5
1
025152515
2515 25152515
25152515
2520252025202520
2
5
2
0
2520
25202525252525252
5
2
52525
25302
5
3
025302530
2530
2535
253525352535
2535
2540
25402540
2 5 4 5
2
5
4
525452550
255025552555
2560
T
REBAR
REBAR48" WD48" WW & 1SBW
FOOTBRIDGE
WD4SBW4
S
BW18" CMP
WOODS
WOODS
WOODS
GRAVEL10’ GRAVELS
S
ROCK WALL
STACKED
GATE
MTL
WD
WE AVE R ’S F OR D1.45 MILE S +/-
LUCY BELL RD.
TO SR 1559
0.74 MILES +/-
S R 15 5 0 E . WE AVE R’S F ORD R D.
10’ GR AVE L
SR 1549
GARVEY BRIDGE RD.
15’
G
R
A
V
E
L
15’ GRAVEL
S
R 1549
G
A
R
VE
Y B
RID
GE
R
D.11’ GRAVELRV CAMPSITE
GRAVEL
1SFDNEW RIVERNORTH FORK#107-32
SKYLINE PED
E
XISTIN
G R/W30.00’
EXISTING R/W
EXISTING R/W30.00’15’ R
BM1
LH&E PROPERTIES, LLC
RICKY A. &
JOEVELYN S. ROOP
JAMES A. &
MARGARET B. CHRISTENBURY
JAY G. D. REID
STUMP FINANCIAL CORPORATION
UNKNOWN
OWNERSHIP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET 9 OF 9
PERMIT DRAWING
9/11/2017R:\Hydraulics\PERMITS_Environmental\Drawings\9-040122_Causeway Phase_IV.dgnjwhittingtonPLANS 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.
R/W SHEET NO.

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
60
60
30
3030
30
1266
040122
ASHE #122
BENT ACCESS
MAIN CAUSEWAY
1.5:1 SLOPE
(TYP.)
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
GEOTEXTILE FABRIC (TYP.)
15’
20’
BENT ACCESS
MAIN CAUSEWAY
STREAM BED
CLASS II RIP RAP
CLASS B RIP RAP
1.0’
GEOTEXTILE FABRIC (TYP.)
15’
20’
CAUSEWAY CONSTRUCTION SEQUENCE
TOP OF CAUSEWAY
EL. = 2475.5’
(SURVEYED 4/14/2016)
NWS EL. 2473.4’
PLAN OF CAUSEWAY - PHASE IV
NC GRID
NAD 83 NA 2011
EC-1D
CAUSEWAY.
INSTALL BANK STABILIZATION AFTER REMOVING5.
PHASE IV.
REMOVE CAUSEWAY UPON COMPLETION OF 4.
& END BENT 2.
REMOVE EXISTING INTERIOR BENTS 4, 5, 6, & 7;3.
DURING PHASE IV CONSTRUCTION.
HALF OF THE STREAM SHALL BE BLOCKED
PIPES AS SHOWN ON PLAN. NO MORE THAN
CONSTRUCT CAUSEWAY, WITH FLOW THRU 2.
PLAN.
CONSTRUCT GRAVEL ACCESS AS SHOWN ON 1.NEW RI
VERNORTH FORKN.T.S.
DETAIL OF CAUSEWAY
RIGHT-OF-WAY AREAS
ROOP, RICKY A. & JOEVELYN
STUMP FINANCIAL CORPORATION
1
3
2
F
F
F F
F
F F
C
F
C
C
F
F
C
C
C
C
C
DETAIL C
STREAM BANK STABILIZATION
Type of Liner= CL II Rip-Rap, W/Geotextile Fabric
Rt. Bank: 80 tons CL II Rip-Rap, 85 sy Geotextile Fabric
Lt. Bank: 145 tons CL II Rip-Rap, 150 sy Geotextile Fabric