20210694 Ver 1_B-6054A Wetland Permit Package -210511_May 18 2021 edits_20210518

(Version 2.08; Released April 2018)49070.1.1TIP No.:B-6054ACounty(ies):HaywoodPage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2041Existing:Year:Aquatic T&E Species?NoComments:YesNoNoWetlands within Project Limits?Trout Waters (Tr) Hatchery Supported Trout WatersSupplemental Classification: Cold Springs Creek5-4510.60.79 milesProject DescriptionProposed ProjectFrench BroadCity/Town:3.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nosurrounding area on national forest land, mostly [e-mail]:2/2/2021HaywoodHaywoodDavid McHenryRiver Basin(s): WBS Element:Joy Saddler, PE. BeneschNCDOT Contact:[phone]Contractor / Designer:[phone]North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Address:General Project InformationB-6054AWBS Element:Bridge Replacement49070.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The project area is located in the Pisgah National forest and the area surrounding the project is largely forested. Bridge 57 over Cold Springs Creek and Harmon Den Road is a Reinforced Concrete Floor on I-Beams (3@65'1@50) and to be replaced with a Prestressed Concrete Girder Bridge (1@122' 54" PSCG/1@95' 36" PSCG). The proposed bridge is to be built in place of the existing bridge about 300' upstream of the Cold Springs Creek confluence with Pigeon River. A retaining wall is to be placed at the end bridge section. Class II rip rap is to be placed on both embankments to stabilize the stream bank after construction. In addition to the bridge replacement, wild life passages, fencing and wildlife guards are to be installed to better control wildlife movements along the I-40 corridor. All proposed outfalls are protected with Class B rip rap. 6" Deck drains are along the entire proposed bridge but do not discharge over Harmon Den Roador the waterway.N/ABuffer Rules in Effect:None28500Existing bridge is to be replaced with a Prestressed Concrete Girder Bridge (1@122' 54" PSCG/1@95' 36" PSCG) skewed at the same 76-degrees over Harmon Den Road and Cold Springs Creek. A wild life path will be added under the bridge to accommodate wildlife crossings. Waterbody Information2018NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.Existing bridge is a Reinforced Concrete Floor on I-Beams (3@65'1@50) at a 76-degree skew along I-40, skewed at 76-degrees, crosses Harmon Den Road as well as Cold Springs Creek. The existing bridge has a 54" Concrete barrier dividing the East and West bound lanes of I-40 near the Tennesse/North Carolina State [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck 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)8000 Regency Parkway, Suite 175, Cary, NC 27518 253 Webster RoadSylva, NC 28779
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED ACCESS FACILITY WITH ACCESS LIMITED TO INTERCHANGES.
DESIGN EXCEPTION IS REQUIRED FOR MINIMUM RADIUS ON -L-
SEAL NOT VALID UNLESS SIGNED AND DATEDPROFESSIONAL
REENIGNENORTHCAROLIN
A
SEAL
030877L
AURA
C. FISHERSEAL NOT VALID UNLESS SIGNED AND DATEDPROFESS
IO
NAL
REENIGNENORTHCAROLIN
A
SEAL
049357
J
O
Y
M. SADDLER
HAYWOOD COUNTY
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
11-MAY-2021 17:57Y:\Charlotte\17000300S\17000306.10_B-6054A\Eng_Docs\NCDOT\Hydraulics\PERMITS_Environmental\Drawings\B-6054A_hyd_prm_wet_tsh.dgnjsaddler AT NC2020-08-L4CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1A For Index of Sheets
LAURA C. FISHER, PETO TENNESSEENCDOT CONTACT
50 25 50
TO CLYDESR 1101 (COLD SPRINGS CREEK RD)BRIDGE NO.57 ON I-40 OVER SR 1101 (HARMON DEN RD /
60
2018 28,500
* TTST =31 DUAL=3
23 PI
GEON RI
VERCREEKSPRINGCOLDVICINITY MAP
NOT TO SCALEB-6054AB-6054A

[phone]
CARY, NC 27518
8000 REGENCY PARKWAY, STE 175
NC FIRM LICENSE No: F-1320
INTERSTATE
STATEWIDE TIER
BRIDGE 57
END PROJECT
BEGIN PROJECT
COLD SPRINGS CREEK RD) AND COLD SPRING CREEK
-L- I-40-Y-CREEK
COLD SPRING
$40
$40
PI
G
EON RI
V
ERSEPTEMBER 2021
GREG A. STEWART, PE
JOSHUA B. DEYTON, PE-L- I-40-RAMP B-
-RAMP C-FOREST SERVI
CE RD-RA
MP A-
-RAMP D--Y1-
-L- I-40
100
05025 50 100
05 52.5 10
6
5
4
49070.1.1
49070.2.1
49070.3.1
LENGTH ROADWAY TIP PROJECT B-6054A = 0.749 MI
LENGTH STRUCTURE TIP PROJECT B-6054A = 0.041 MI
TOTAL LENGTH TIP PROJECT B-6054A = 0.790 MI
CLEANUP AREA
"COTTON PATCH"
DETOUR
PE
R/W & UTILITIES
CONSTRUCTION
2041 29,800
10
55
GRADING, RETAINING WALL, DRAINAGE, PAVING, AND
STRUCTURE
APRIL 2021
-Y- STA 16+40.00
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y1- STA 11+14.00
-L- STA. 51+68.20
END TIP PROJECT B-6054A
-L- STA. 10+00.00
BEGIN TIP PROJECT B-6054A
-L- STA. 28+91+/-
BEGIN BRIDGE
-L- STA. 31+06+/-
END BRIDGE
BEGIN CONSTRUCTION
-Y1- STA 12+41.59
-Y- STA 10+00.00=
ENGINEER
HYDRAULICS
MAY 27, 2021
90% FINAL PLANS
JOY M. SADDLER
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 13
PERMIT DRAWING
SA
SB
SD NAD 83/ 2011
MATCH LINE -L- STA. 24+00 SEE SHEET 54
NAD 83FOR -RPCD- PROFILE SEE SHEET 10
FOR -RPBA- PROFILE SEE SHEET 9
FOR -L- PROFILE SEE SHEET 7
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 2 OF 13
PERMIT DRAWING
11-MAY-2021 17:57B-6054A_hyd_prm wet psh04.dgnjsaddlerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-6054A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
GRAPHIC SCALE
0'100'100'
INV=1878.75'
15" R
CP
15"
R
C
P 24" CMP2
4
" CMP24" RCP
24" RCP 18" CMP18" CMP18" CMP24" CMPCONC BARRIER
CONC BARRIER
132" CHLK ROCK BARRIER
132" CHLK ROCK BARRIER
CB
DI
US FOREST SERVICE
UNITED STATES OF AMERICA
DB A05 PG 301
54" CMB
54" CMB
54" CMB
MTLMTL
MTL
MTL
I-40 EBL 59.9' BSTI-40 WBL 38.1' BST
I-40 WBL 42.1' BST
I-40 EBL 58.2' BST
36" C&G
36" C&G
48" CMB
48" CMB
48" CMB
-EL-
D
IDI
DI
DI
INV=1886.08'
INV=1880.61'
INV=1880.65'
ANCHOR
CB
INV=1879.20'
INV=1877.67'30" CMP
SIGN
SIGN
ANCHOR
18" CMP
18" CMPDI
INV=1880.88'
INV=1885.16'18" RCP
ANCHOR
DI
DI
INV=1878.46'
24" RCP
INV=1878.15'
INV=1882.21'
INV=1882.14'
US FOREST SERVICE
UNITED STATES OF AMERICA
DB A05 PG 301
SIGN
SIGN
SIGN
S
IGN
SIGN
CB
DI
CB
RIPRAP
RETAINING WALL
RIPRAP
CB
CB
SIGN
TOP=1888.36'
TOP=1889.85'
TOP=1892.19'
18" C
MP 15" CMPDIRECTION ONLY
DIRECTION ONLY
ABANDONEDDIRECTION ONLY
DIRECTION ONLY
C
O
N
C
D
IT
C
H
CONC DITCH
CONC DITCH
18" RCP
15"
R
C
P
15"
R
C
P
INV=1879.62'
INV=1880.11'
INV=1879.76'
INV=1886.96'INV=1886.38'
260.00'
EXISTING R/W
EXISTING R/W
US FOREST SERVICE
UNITED STATES OF AMERICA
DB A05 PG 301
US FOREST SERVICE
UNITED STATES OF AMERICA
DB A05 PG 301
CONC BARRIER
BEGIN TIP PROJECT B-6054A -R
PBA
--RPCD-
-L- I-40
BEGIN MILL & RESURFACE
-L- STA. 10+00.00
BARRIER
CONC. MEDIAN
2' DOUBLE FACED
-L- +05.18
TIE TO EXIST. RETAINING WALL
BEG. FENCE
-L- +43.10
BEG. NEW CONC. BARRIER
120' TAPER
+90.00+19.00200' TAPER
200' TAPER
+86.00+80.00-L- +16.54
BEG. FENCE
TIE TO ROCK FACE
PAVED SHOULDER
2' TO 4' MEDIAN
120' TAPER 18'MAINTAINING EXIST. EOP 120' TAPER TO
4' FDPS
EXI
STEXI
ST3
0
" RCP-I
V24" RCP-IV18"
R
C
P-I
V
R
CP-IV
24"
GRADE TO DRAIN WHERE POSSIBLE
GRADE TO DRAIN WHERE POSSIBLE
GRADE TO DRAIN WHERE POSSIBLE 18" RCP-IV18" RCP-IV
18" RCP-IV 24" RCP-
I
V30" RCP-IV
3
0
" RCP-
I
V30" RCP-IV
30" RCP-IV 18" RCP-IV 24
" RCP
-IV
18" RCP-IV
2GI
2GI
2GI
2GI
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
OTCB
SB
TEMPORARY STREAM IMPACT
EXISTING PIPE REPLACEMENT
SITE 4
MATCH LINE -L- STA. 24+00 SEE SHEET 54
NAD 83FOR -RPCD- PROFILE SEE SHEET 10
FOR -RPBA- PROFILE SEE SHEET 9
FOR -L- PROFILE SEE SHEET 7
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 3 OF 13
PERMIT DRAWING
11-MAY-2021 17:57B-6054A_hyd_prm wet psh04a.dgnjsaddlerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-6054A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
1845
1845
18
4
5
184518451845184518501850185018501850
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0
187018701870187018751875187518751875
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9
0
5
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1
91
01910191019101915
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19301930193019351935
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5 19351935
193519351935194519451945
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19451945194519501950
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19501950195019501955
1955
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1955195519551
9
6
5
1965
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19651965
196519651970
1970
19 7 0
1970
1970
1970
1970
1970
1970197019701
9
7
5
1975
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19751975
19751975198519851985
1985
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19851985
198519851 9 9 01990
1990
19901990
1990
1990
19901990
1990199019951995
19
9
51995
1995
1995
19951995
199519952005
2005
2005
2005
2005
2005
20052
0
0
5
200520052010
2010
2010
2010
2010
2010
2010
2010
201020102015
2015
20152015
2015
2015
2015
2
01
5
20152025
20252025
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20252025
20252030
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20552055
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20552055
2065
20652065
2065
20652065
2065 20702070
20 70
2070
20702
0
7
0
2070
2075
2075
2
07
5
20752075
2
0
7
5
20752075 20852085
2085
2085
20852085
2085
2090
20902 0 9 0
2090
209020902090
2095
20952095
2095
2095
2095
2095
2095
21052105
2105210
52
10
521052105
2110
2110
21102110
21102110
21102115
21152115
21152 11 5
21152115 2125
21252125
212521252125
2125 2130213021302130213021302130
21352135
2135
2
1
3
5
21352135
2145
2145
21452145
21452
1
4
5
2145
2150
2150
2150
2150
2
15
0
21552155
21552
15
5
21552155 216521652165
2165217021702170217521752175
2185218521852190
2190
2195
2205
2210 2215GRAPHIC SCALE
0'100'100'
INV=1878.75'
15" R
CP
15"
R
C
P 24" CMP2
4
" CMP24" RCP
24" RCP 18" CMP18" CMP18" CMP24" CMPCONC BARRIER
CONC BARRIER
132" CHLK ROCK BARRIER
132" CHLK ROCK BARRIER
CB
DI
US FOREST SERVICE
UNITED STATES OF AMERICA
DB A05 PG 301
54" CMB
54" CMB
54" CMB
MTLMTL
MTL
MTL
I-40 EBL 59.9' BSTI-40 WBL 38.1' BST
I-40 WBL 42.1' BST
I-40 EBL 58.2' BST
36" C&G
36" C&G
48" CMB
48" CMB
48" CMB
-EL-
D
IDI
DI
DI
INV=1886.08'
INV=1880.61'
INV=1880.65'
ANCHOR
CB
INV=1879.20'
INV=1877.67'30" CMP
SIGN
SIGN
ANCHOR
18" CMP
18" CMPDI
INV=1880.88'
INV=1885.16'18" RCP
ANCHOR
DI
DI
INV=1878.46'
24" RCP
INV=1878.15'
INV=1882.21'
INV=1882.14'
US FOREST SERVICE
UNITED STATES OF AMERICA
DB A05 PG 301
SIGN
SIGN
SIGN
S
IGN
SIGN
CB
DI
CB
RIPRAP
RETAINING WALL
RIPRAP
CB
CB
SIGN
TOP=1888.36'
TOP=1889.85'
TOP=1892.19'
18" C
MP 15" CMPDIRECTION ONLY
DIRECTION ONLY
ABANDONEDDIRECTION ONLY
DIRECTION ONLY
C
O
N
C
D
IT
C
H
CONC DITCH
CONC DITCH
18" RCP
15"
R
C
P
15"
R
C
P
INV=1879.62'
INV=1880.11'
INV=1879.76'
INV=1886.96'INV=1886.38'
260.00'
EXISTING R/W
EXISTING R/W
US FOREST SERVICE
UNITED STATES OF AMERICA
DB A05 PG 301
US FOREST SERVICE
UNITED STATES OF AMERICA
DB A05 PG 301
CONC BARRIER
BEGIN TIP PROJECT B-6054A -R
PBA
--RPCD-
-L- I-40
BEGIN MILL & RESURFACE
-L- STA. 10+00.00
BARRIER
CONC. MEDIAN
2' DOUBLE FACED
-L- +05.18
TIE TO EXIST. RETAINING WALL
BEG. FENCE
-L- +43.10
BEG. NEW CONC. BARRIER
120' TAPER
+90.00+19.00200' TAPER
200' TAPER
+86.00+80.00-L- +16.54
BEG. FENCE
TIE TO ROCK FACE
PAVED SHOULDER
2' TO 4' MEDIAN
120' TAPER 18'MAINTAINING EXIST. EOP 120' TAPER TO
4' FDPS
EXI
STEXI
ST3
0
" RCP-I
V24" RCP-IV18"
R
C
P-I
V
R
CP-IV
24"
GRADE TO DRAIN WHERE POSSIBLE
GRADE TO DRAIN WHERE POSSIBLE
GRADE TO DRAIN WHERE POSSIBLE 18" RCP-IV18" RCP-IV
18" RCP-IV 24" RCP-
I
V30" RCP-IV
3
0
" RCP-
I
V30" RCP-IV
30" RCP-IV 18" RCP-IV 24
" RCP
-IV
18" RCP-IV
2GI
2GI
2GI
2GI
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
OTCB
SB
TEMPORARY STREAM IMPACT
EXISTING PIPE REPLACEMENT
SITE 4
2030" CMP30" CMP24" CMP
36" CMP
24" CMP
18" CMP18" CMP18" CMP18" CMPMTLM
TLMTL
MTL
MTLMTLMTLMTLMTL
MTL
MTL
MTL
MTL
PI
GEON RI
VERCOLD SPRI
NGS CREEKUS FOREST SERVICE
UNITED STATES OF AMERICA
54" CMB
54" CMB
54" CMBMTL
M
TLMTLMTLMTL
MTL
I-40 WBL 35.4' BST
I-40 EBL 36.3' BST
ON RAMP TO I-40 WBL 24.4' BST
OFF RAMP FROM I-40 EBL 25.2' BST I-4
0
WBL
3
1.7' B
STOFF
R
AMP F
R
OM I-40 WB
L 24.9'
BS
T
ON RAM
P TO I-40 EBL 24.7' BSTI-40 WBL 43.7' BS
T
I-40
E
BL 34.7' BS
T
-EL-
-EL-
-
E
L-
-EY-DI
I
NV=
19
0
4.2
9'TOP=19
0
9.0
0'CBTOP=19
0
6.0
9'
MTL
CB
INV=1899
.37'
TOP=1903
.09'
INV=1878.74'
CB TOP=1882.17'
INV=1874.49'
INV=1873.61'
TOP=1879.07'IN
V
=1895.42'
CB
INV=1870.63'
TOP=1896.12'
INV=1896.16'
INV=1896.14'
INV=1892.40'
INV=1875.05'INV=1877.82'
US FOREST SERVICE
UNITED STATES OF AMERICA
I
NV=18
8
3.
4
4'I
NV=18
7
6.
12'
I
NV=18
7
2.
6
9'
INV=1874.53'
INV=1879.31'
CB 18" CMPINV=1878.38'
PAVED DITCH
DI
RECTI
ON ONLYDI
RECTI
ON ONL
YCONC DITCH
CONC DITCHCOLD SPRI
NGS CREEKCONC
WW
CONC
WW
CONC
WW
CONC
WW
100.00'EXISTING R/WEXISTING R/WEXIS
TI
NG VARI
ABLE R/WEXI
STI
NG VARI
ABLE R/WEXISTING VARIABLE R/W
EXISTING VARIABLE R/W
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA 31.4' BSTHARMON DEN RD14.8' BSTFOREST SERVI
CE RD 28829.8'

BSTCOLD SPRI
NGS CREEK RDDITCH
PAVED35
18'15
1515
25203042"
R
C
P-I
V
42"
R
C
P-I
V
24" RCP-III
18" RCP-IV30" RCP-IV
REMOVE
15" RCP-III 18" RCP-
I
V18
" RCP
-IV
18" RCP-I
V1
8" RCP-I
V18" RCP-
I
V18" RCP-
I
V18" RCP-IV18"
RCP-
I
V24" RCP-IV
24" RCP-III24" RCP-IV24" RCP-IV18" RCP-IVFS
FS
FS
FS
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
30" RCP-III2GI
TB
TB 2GI
BOLTED
MAT
C
H LINE -L- ST
A. 24+00 SEE S
HEET 4
SEE SHEET 6-L- STA. 38+00MATCH LINENAD 83FOR -RPCD- PROFILE SEE SHEET 10 & 11
FOR -RPBA- PROFILE SEE SHEET 9 & 10
FOR -Y1- PROFILE SEE SHEET 9
FOR -Y- PROFILE SEE SHEET 8
FOR -L- PROFILE SEE SHEET 7
DESIGN EXCEPTION IS REQUIRED FOR MINIMUM RADIUS ON -L-
EXISTING PIPE REPLACEMENT
SITE 2
STABILIZATION
STREAMBANK
BRIDGE
SITE 1
SHEET 4 OF 13
PERMIT DRAWING
EXISTING PIPE REPLACEMENT
SITE 2
5
MAT
C
H LINE -L- ST
A. 24+00 SEE S
HEET 4
SEE SHEET 6-L- STA. 38+00MATCH LINENAD 83FOR -RPCD- PROFILE SEE SHEET 10 & 11
FOR -RPBA- PROFILE SEE SHEET 9 & 10
FOR -Y1- PROFILE SEE SHEET 9
FOR -Y- PROFILE SEE SHEET 8
FOR -L- PROFILE SEE SHEET 7
PAVEMENT REMOVALDESIGN EXCEPTION IS REQUIRED FOR MINIMUM RADIUS ON -L-11-MAY-2021 18:38B-6054A_hyd_prm_wet_psh05.dgnjsaddlerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-6054A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SEE SHEET 3 FOR ENLARGMENT
F
F
F FC
CCCCCCCCCCFCFFF
FC
C C
C C
C
F
F
F
F
F
FFF
F
C
F
F
F
F
F
F
FFF
C
CCF
F
F
F CCCCC
F CTS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SA
SE
GRAPHIC SCALE
0'100'100'
30" CMP30" CMP36" CMP
24" CMP
18" CMPM
TLMTL
MTLMTLMTLMTL
MTL
MTL
MTL
MTL
US FOREST SERVICE
UNITED STATES OF AMERICA
54" CMB
54" CMB
MTL MTLMTL
MTL
I-40 WBL 35.4' BST
I-40 EBL 36.3' BST
ON RAMP TO I-40 WBL 24.4' BST
OFF RAMP FROM I-40 EBL 25.2' BST I-4
0
W
B
L

3
1.
7'

B
S
TOFF
R
AMP F
R
OM I-40 WB
L 24.9'
BS
T
-EL-
M
T
L
CB
INV=1899
.37'
TOP=1903
.09'
INV=1878.74'
CB
TOP=1882.17'
INV=1874.49'
INV=1873.61'
TOP=1879.07'
CB
INV=1870.63'
TOP=1896.12'
INV=1896.16'
INV=1896.14'
INV=1892.40'
INV=1874.53'
INV=1879.31'
CB 18" CMPINV=1878.38'
PAVED DITCH
CONC DITCH
CONC DITCHCOLD SPRI
NGS CREEKCONC
WW
CONC
WW
CONC
WW
CONC
WW
EXISTING VARIABLE R/W
EXISTING VARIABLE R/W 31.4' BSTHARMON DEN RD15
3042"
R
C
P-I
V
42"
R
C
P-I
V 18" RCP-IV30" RCP-IV
REMOVE
15" RCP-III 18" RCP-
I
V18
" RCP
-IV
18"
RCP-
I
V18" RCP-IV18"
RCP-
I
V18" RCP-IVFS
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
30" RCP-III2GI
TB
TB 2GI
BOLTED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
B-6054A
SHEET 5 OF 13
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.11-MAY-2021 17:57B-6054A_hyd_prm_wet_psh05a.dgnjsaddler8/17/99 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5(ENLARGED)
GRAPHIC SCALE
0'50'50'
F
F
F
C
CCCCCCCCFF
FC
C C
C C
C
F
F
F
F
F
F
F
F
F
F
F
FF
C
CCF
F
F
F
F
STABILIZATION
STREAMBANK
BRIDGE
SITE 1
EXISTING PIPE REPLACEMENT
SITE 2
EXISTING PIPE REPLACEMENT
SITE 2
2030" CMP30" CMP24" CMP
36" CMP
24" CMP
18" CMP18" CMP18" CMP18" CMPMTLM
TLMTL
MTL
MTLMTLMTLMTLMTL
MTL
MTL
MTL
MTL
PI
GEON RI
VERCOLD SPRI
NGS CREEKUS FOREST SERVICE
UNITED STATES OF AMERICA
54" CMB
54" CMB
54" CMBMTL
M
TLMTLMTLMTL
MTL
I-40 WBL 35.4' BST
I-40 EBL 36.3' BST
ON RAMP TO I-40 WBL 24.4' BST
OFF RAMP FROM I-40 EBL 25.2' BST I-4
0
WBL
3
1.7' B
STOFF
R
AMP F
R
OM I-40 WB
L 24.9'
BS
T
ON RAM
P TO I-40 EBL 24.7' BSTI-40 WBL 43.7' BS
T
I-40
E
BL 34.7' BS
T
-EL-
-EL-
-
E
L-
-EY-DI
I
NV=
19
0
4.2
9'TOP=19
0
9.0
0'CBTOP=19
0
6.0
9'
MTL
CB
INV=1899
.37'
TOP=1903
.09'
INV=1878.74'
CB TOP=1882.17'
INV=1874.49'
INV=1873.61'
TOP=1879.07'IN
V
=1895.42'
CB
INV=1870.63'
TOP=1896.12'
INV=1896.16'
INV=1896.14'
INV=1892.40'
INV=1875.05'INV=1877.82'
US FOREST SERVICE
UNITED STATES OF AMERICA
I
NV=18
8
3.
4
4'I
NV=18
7
6.
12'
I
NV=18
7
2.
6
9'
INV=1874.53'
INV=1879.31'
CB 18" CMPINV=1878.38'
PAVED DITCH
DI
RECTI
ON ONLYDI
RECTI
ON ONL
YCONC DITCH
CONC DITCHCOLD SPRI
NGS CREEKCONC
WW
CONC
WW
CONC
WW
CONC
WW
100.00'EXISTING R/WEXISTING R/WEXIS
TI
NG VARI
ABLE R/WEXI
STI
NG VARI
ABLE R/WEXISTING VARIABLE R/W
EXISTING VARIABLE R/W
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA 31.4' BSTHARMON DEN RD14.8' BSTFOREST SERVI
CE RD 28829.8'

BSTCOLD SPRI
NGS CREEK RDDITCH
PAVED35
18'15
1515
25203042"
R
C
P-I
V
42"
R
C
P-I
V
24" RCP-III
18" RCP-IV30" RCP-IV
REMOVE
15" RCP-III 18" RCP-
I
V18
" RCP
-IV
18" RCP-I
V1
8" RCP-I
V18" RCP-
I
V18" RCP-
I
V18" RCP-IV18"
RCP-
I
V24" RCP-IV
24" RCP-III24" RCP-IV24" RCP-IV18" RCP-IVFS
FS
FS
FS
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
30" RCP-III2GI
TB
TB 2GI
BOLTED
MAT
C
H LINE -L- ST
A. 24+00 SEE S
HEET 4
SEE SHEET 6-L- STA. 38+00MATCH LINENAD 83FOR -RPCD- PROFILE SEE SHEET 10 & 11
FOR -RPBA- PROFILE SEE SHEET 9 & 10
FOR -Y1- PROFILE SEE SHEET 9
FOR -Y- PROFILE SEE SHEET 8
FOR -L- PROFILE SEE SHEET 7
PAVEMENT REMOVALDESIGN EXCEPTION IS REQUIRED FOR MINIMUM RADIUS ON -L-
SHEET 6 OF 13
PERMIT DRAWING
EXISTING PIPE REPLACEMENT
SITE 2
EXISTING PIPE REPLACEMENT
SITE 2
STABILIZATION
STREAMBANK
BRIDGE
SITE 1
5
MAT
C
H LINE -L- ST
A. 24+00 SEE S
HEET 4
SEE SHEET 6-L- STA. 38+00MATCH LINENAD 8311-MAY-2021 18:38B-6054A_hyd_prm_wet_psh05b.dgnjsaddlerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-6054A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
18501850
18501850185018501850
1855
1855
1855
1
8
5
5
1855
185518551855185518551855 185518551865
1865
1865
186
518
6
5
1865
186518651865186518
6
5
186518651870
1870
1870
18
7
0
18
7
0
18701870187018701
8
7
0
18701870187518751875
1875
1875
187518751875187518751875187518751875187518851885 188518851885188518
8
51885188518851885
18851885 18851885
1885
1885
1
8
8
518851885
18851890 18901890 189018901890189018901890189018901890
1890
189018
9018901890189018901890189018951895
1895 1895189518951895 1895 1895189518 9518951895
1895189518951895
18951
895
189518951895189518951905
1905 190519051905
1
9
05
1905
1905
1905190519
0
5
1905
1905
1905190519051905190519101910
19101910 19101910
1910
1910
1910
19101910
1910
191019101915
1915
1915 1915191519151915
1915
1915
1915
1915
191519251925
1925 1925192519251925
1925
1925
1925
1925
1930
1930
1930 193019301
9
3
0
1
9
3
0
1930
19301930
1930
1935
1935
1935 193519351935
1935
1935
1935 193519451945
1945 1945194519451945
1945
1945
1945
1945
1950
195019501950
195019501950
19501950195019501955
195519551955
195519551955
19551955
1955
1955196519
6
5
1
9
6
5
1965
19651965196519651965
1965
19651965
196519
7
0
197019701970
19701970 1970
197019701970
19701
975
197519751975
19
7
51975 1975197519751975
1975
1985
1
985
1
9
8
5
1985
1985198519851985
19851985198
51990
1990
1990
1990
1990 1990199019901 99 01990
1995
199519951995
19951995199519951995
19951
9
9
5
2005
2005
2005
2005
2
0
0
5 200520052005
20052
0
05
201020102010
2010
2010 2010201020102010
2
01
0
2015
2015201520152015201520152015201520152
0
15
20252025202520252
0
25 2025202520252025
20302030 20302030
2
0
3
0 20302030
2030
2030
203520352035
2
03
520352035
20
352035
204520452045
2045 204520452045
20452045
205020502
050
2
0
5
0 20502050
20502055 205520552055
2055
2055
2065 206520652065
2065
2070
2070207020702070
2070
2075
2075
207520752075
2075
20852085208520852085209020
9020902090
2095 209520952095
2
1
0
5
210521052105
211021102110
21152115
2115
2115 21252125 21302130
2135
2 1 4 5
2150
2155
2165
217021752185
SEE SHEET 5 FOR ENLARGMENT
F
F
F FC
CCCCCCCCCCFCFFF
FC
C C
C C
C
F
F
F
F
F
FFF
F
C
F
F
F
F
F
F
FFF
C
CCF
F
F
F CCCCC
F CTS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SA
SE
GRAPHIC SCALE
0'100'100'
1855
1
8
5
51855
1865
1865
1865
1865186518
6
5
186518651870
1870
18
7
018701
8
7
0
18701875
1875
1875
18751875187518751875188518
8
518851885
18851885 18851885
1885
1885
1890 18901890 189018901890
18901895
1895 1895189518951895 1895
18951895189518951905
1905 190519051910
1910
1915
1915
1925
1925
1930
1930
1935
1935
1945
1945 19551955
1965
1965 197519751985203020352045
30" CMP30" CMP36" CMP
24" CMP
18" CMPM
TLMTL
MTLMTLMTLMTL
MTL
MTL
MTL
MTL
US FOREST SERVICE
UNITED STATES OF AMERICA
54" CMB
54" CMB
MTL MTLMTL
MTL
I-40 WBL 35.4' BST
I-40 EBL 36.3' BST
ON RAMP TO I-40 WBL 24.4' BST
OFF RAMP FROM I-40 EBL 25.2' BST I-4
0
W
B
L

3
1.7'
B
S
TOFF
R
AMP F
R
OM I-40 WB
L 24.9'
BS
T
-EL-
M
T
L
CB
INV=1899
.37'
TOP=1903
.09'
INV=1878.74'
CB
TOP=1882.17'
INV=1874.49'
INV=1873.61'
TOP=1879.07'
CB
INV=1870.63'
TOP=1896.12'
INV=1896.16'
INV=1896.14'
INV=1892.40'
INV=1874.53'
INV=1879.31'
CB 18" CMPINV=1878.38'
PAVED DITCH
CONC DITCH
CONC DITCHCOLD SPRI
NGS CREEKCONC
WW
CONC
WW
CONC
WW
CONC
WW
EXISTING VARIABLE R/W
EXISTING VARIABLE R/W 31.4' BSTHARMON DEN RD3042"
R
C
P-I
V
42"
R
C
P-I
V 18" RCP-IV30" RCP-IV
REMOVE
15" RCP-III 18" RCP-
I
V18
" RCP
-IV
18"
RCP-
I
V18" RCP-IV18"
RCP-
I
V18" RCP-IVFS
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
30" RCP-III2GI
TB
TB 2GI
BOLTED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
B-6054A
SHEET 7 OF 13
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
11-MAY-2021 17:57B-6054A_hyd_prm_wet_psh05c.dgnjsaddlerPROJECT REFERENCE NO.
5(ENLARGED)
GRAPHIC SCALE
0'50'50'
F
F
F
C
CCCCCCCCFF
FC
C C
C C
C
F
F
F
F
F
F
F
F
F
F
F
FF
C
CCF
F
F
F
F
STABILIZATION
STREAMBANK
BRIDGE
SITE 1
EXISTING PIPE REPLACEMENT
SITE 2
EXISTING PIPE REPLACEMENT
SITE 2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
B-6054A
11-MAY-2021 17:57B-6054A_hyd_prm_wet_psh05profile.dgnjsaddlerDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
1,850
1,860
1,870
1,880
1,890
1,900
1,910
1,920
1,930
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
1,850
1,860
1,870
1,880
1,890
1,900
1,910
25 26 27 28 29 30 31 32 33 34 35 36 3724
1,850
1,860
1,870
1,880
1,890
1,900
1,910
1,920
1,930
1,850
1,860
1,870
1,880
1,890
1,900
1,910
1,920
1,930
07
FOR -L- PLAN VIEW SEE SHEET 4 & 5
SHEET 8 OF 13
PERMIT DRAWING
SURVEY 2/2/20
WS EL=1859.6'
WS EL=1873.5'
PROP. 50 YR
EL=1876.0'
EFF. WS
PIGEON RIVER
WS EL=1876.1'
PROP. 100 YR 1,886.07EL. 1885.94'
Sta. 10+00.00
BEGIN MILL & RESURFACE
2:
1
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 2300
= 50
= 1873.5
= 2800
= 100
= 1876.2
= 70000
= 500+
= 1901.7
= 02/02/2020
= 1859.6
EL. 1909.24'
-L- 36+06.00
BEGIN MILL & RESURFACE
END GRADE
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 2300
= 50
= 1873.5
= 2800
= 100
= 1876.2
= 70000
= 500+
= 1901.7
= 02/02/2020
= 1859.6
PI = 27+28.00
EL = 1,898.61'
(+)1.3131%(+)1.2198%
VC = 200'
PI = 34+06.00
EL = 1,906.88'
(+)1.2198%(+)1.1800%
VC = 400'
EL. 1895.80'
-L- 25+14.00
BEGIN GRADE
END MILL & RESURFACE
K = 2143
DS = 80 MPH
DS = 80 MPH
K = 10060
-L-
-L-
-L- STA. 10+95.59
N = 748,013.76
BM-11
RIGHT 89.45'
E = 804,650.71
EL = 1891.05'
SPIKE SET IN 12" BIRCH
BENCH MARK
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
= 47.1
= 50
= 1895.87
= 51.3
= 100
= 1896.23
= 63.3
= 500+
= 1897.38
42" RCP BURIED 1'
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
= 47.1
= 50
= 1895.87
= 51.3
= 100
= 1896.23
= 63.3
= 500+
= 1897.38
42" RCP BURIED 1'
1+501+6115" CMP15" CMP18" CMP18" CMP15" CMP54" CMP54" CMP54" CMB
54" CMB
I-40 WBL 36.6' BST
I-40 EBL 42.8' BST
I-40 WBL 36.8' BST
I-40 EBL 35.8' BST-EL-
INV=1917.92'
INV=1914.96'
DI
TOP=1920.13'
INV=1913.81'
INV=1909.79'
INV=1912.13'CBI
NV=1907.49'TOP=1909.77'TOP=1915.40'CBT
OP
=1912.58'I
NV=1907.26'
I
NV=1902.92'
I
NV=1877.81'
I
NV=1872.45'
I
NV=1902.64'
I
NV=1876.42'I
NV=1870.05'DI
CB
TOP=1920.87'18" CMPDI
RECTI
ON ONLYDI
RECTI
ON ONLYDIRECTION ONLYCONC DI
TCHCONC DI
TCHCONC DITCH 260.00'EXISTING R/W
EXISTING R/W
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA
18'4045502530" RCP-IV30" RCP-IV18" RCP-I
V
1
8
" RC
P
-IV

18" RCP-IV
18" RCP-I
V
1
8" RCP-I
V 18" RCP-IV 18" RCP-IV 2GI
18" RCP-IVTB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTEDTB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
2GIFS
HW
BEVELEDSEE SHEET 5-L- STA. 38+00MATCH LINE6
NAD 83FOR -RPCD- PROFILE SEE SHEET 11
FOR -RPBA- PROFILE SEE SHEET 10
FOR -L- PROFILE SEE SHEET 8
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 9 OF 13
PERMIT DRAWING
SEE SHEET 8 FOR ENLARGEMENT
REPLACEMENT AND LINING
TEMPORARY STREAM IMPACT EXISTING PIPE
SITE 3
11-MAY-2021 18:32B-6054A_hyd_prm_wet_psh06.dgnjsaddlerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-6054A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
HHSD
GRAPHIC SCALE
0'100'100'
15" CMP54" CMP54" CMPI-40 WBL 36.6' BST
I-40 EBL 42.8' BST
INV=1917.92'
INV=1914.96'
DI
TOP=1920.13'
INV=1913.81'
INV=1909.79'
CB
TOP=1920.87'
DIRECTION ONLY
CONC DITCH
O
TB 2GI
BOLTED
HW
BEVELED
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
6 (ENLARGEMENT)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-6054A
SHEET 10 OF 13
PERMIT DRAWING
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
11-MAY-2021 18:32B-6054A_hyd_prm_wet_psh06a.dgnjsaddler8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CAST IN PLACE PIPE TO LINE 54" CMP
60" RCP BURIED 1' AND HEADWALL TO BE ADDED.
UPSTREAM SEGMENT OF PIPE TO BE REPLACED WITH
EXISTING PIPE REPLACEMENT AND LINING
TEMPORARY STREAM IMPACT
SITE 3
GRAPHIC SCALE
0'25'25'
1855
18
5
5
1855 18551855
18551855185518551865
18651865
1865
1865
1865
1865
1865
186518651865186518651865186518651
8
7
0
1870
1870
1870
1870
1870
1870
1870
1870
18701870187018701870187018701870187018751
8
7
5 187518751875
1875
1875
1875
187518751875187518751875187518751875
18751875188518851885188518851885
1885
1885
18851885188518851890189018
90
1890
1890
1890
1890
18901890189018901890189518951895
1895
1895
1895
1895
1895
189518951895189518951
9
0
5
19051905
1905
1905
1905
1905
19051905190519051910
19
101910
19101910191019101910 1910
1910
1910
19101910191019101915
1915
1915
1915191519151915191519151915
1915
1915
1915
1915191519151925
1925
19
25
192519251925
19251925
1925
1925192519251925192519
2
5 19251930
1930
19301930
1930
1930
1930
1930
1930
1930193019301935
19351935
1935 19351935
1935
193519351945
1945
1945
194
51945
1945
1945
1945194519451950
19501950
1950
1950
19
5
019501950
19501955
19551955
19551955
19
5
5
1955
1955
195519551965
19651965
19651965196
51965
1965
19651970
1970
19701970
1970
197019701970
19701975
1975
1975
1975
1975
197
5
19
75
1975
1975
1985
1985
1985
1985
1985
1985
19
85
19851990
1990
1990
19901990
19
9
0
1990
1995
1995
1995
19951995
1995
19
9
5
19952005
2005
2
0
0
5
2005200520052005
201020102010
20102010
2010
2010 20102015
201520152015
201520152015
2015
2025
2025
2
0
2
52025
2025
2025
2
0
2
5
2
0252030
2030
203020302030
2030
2
0302030
2030
2035
2035
2
03
5203520352035203520352035
2045
204520452045
20452045
20
45
2045
2
045
2050
2050205020502050
2050
2050
2
0
5
0
2050 205020552055
2
0
5
5 20552055
2055
2055
2055
2055
2
0
5
5
2065
206520652065
2065
2065
2065
20652065
2
0
6
5 206520702070
2
0
7
0 2070207020702070
207020702070
2
0
7
0
2075207520752075207520752075
207520752075
2075
208520852085208520852085
20
8520852
0
8
5
2085
20902090209020902090209020902090
2
0
9
020902090
209020952095
209
520952 0 9 5
2095209520952
0
9
5
2095
210521052105 2105210521052105
2
1
0
5
2 10 5
2105 211021102110211021102110
21102110211021102110 211521152115211521152115
21152115211521152115 21252125212521252125212521252
1
2
52125
2130213021302130
213021
3
0
2
1
30
213021352135213521352135
2135213521352135
2145214521452145214521452145215021502150
2
1
5
0215021502150215521552
15521552155
21552165
2
1
6
5
2165 21652170
2
17
0
2170
2 17021752
1
7
5
2175
2175
2185 2185219021902195 21952205
2
2
1
0 22102
2
15
1+501+6115" CMP15" CMP18" CMP18" CMP15" CMP54" CMP54" CMP54" CMB
54" CMB
I-40 WBL 36.6' BST
I-40 EBL 42.8' BST
I-40 WBL 36.8' BST
I-40 EBL 35.8' BST-EL-
INV=1917.92'
INV=1914.96'
DI
TOP=1920.13'
INV=1913.81'
INV=1909.79'
INV=1912.13'CBI
NV=1907.49'TOP=1909.77'TOP=1915.40'CBT
OP
=1912.58'I
NV=1907.26'
I
NV=1902.92'
I
NV=1877.81'
I
NV=1872.45'
I
NV=1902.64'
I
NV=1876.42'I
NV=1870.05'DI
CB
TOP=1920.87'18" CMPDI
RECTI
ON ONLYDI
RECTI
ON ONLYDIRECTION ONLYCONC DI
TCHCONC DI
TCHCONC DITCH 260.00'EXISTING R/W
EXISTING R/W
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA
US FOREST SERVICE
UNITED STATES OF AMERICA
18'4045502530" RCP-IV30" RCP-IV18" RCP-I
V
1
8
" RC
P
-IV

18" RCP-IV
18" RCP-I
V
1
8" RCP-I
V 18" RCP-IV 18" RCP-IV 2GI
18" RCP-IVTB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTEDTB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
TB 2GI
BOLTED
2GIFS
HW
BEVELEDSEE SHEET 5-L- STA. 38+00MATCH LINE6
NAD 83FOR -RPCD- PROFILE SEE SHEET 11
FOR -RPBA- PROFILE SEE SHEET 10
FOR -L- PROFILE SEE SHEET 8
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 11 OF 13
PERMIT DRAWING
SEE SHEET 10 FOR ENLARGEMENT
REPLACEMENT AND LINING
TEMPORARY STREAM IMPACT EXISTING PIPE
SITE 3
11-MAY-2021 18:32B-6054A_hyd_prm_wet_psh06b.dgnjsaddlerHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-6054A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
HHSD
GRAPHIC SCALE
0'100'100'
1905
1905192519251930
1930
1930
19
3
5 193519451945
19501950
1950 195519551955 196519651965197019701975
1975
1985 19901995 200520102015
2025
2030
2035
15" CMP54" CMP54" CMPI-40 WBL 36.6' BST
I-40 EBL 42.8' BST
INV=1917.92'
INV=1914.96'
DI
TOP=1920.13'
INV=1913.81'
INV=1909.79'
CB
TOP=1920.87'
DIRECTION ONLY
CONC DITCH
O
TB 2GI
BOLTED
HW
BEVELED
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 12 OF 13
PERMIT DRAWING
6 (ENLARGEMENT)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-6054A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS8/17/9911-MAY-2021 18:32B-6054A_hyd_prm_wet_psh06c.dgnjsaddlerDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
11-MAY-2021 18:32B-6054A_hyd_prm_wet_psh06c.dgnjsaddler8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION CAST IN PLACE PIPE TO LINE 54" CMP
60" RCP BURIED 1' AND HEADWALL TO BE ADDED.
UPSTREAM SEGMENT OF PIPE TO BE REPLACED WITH
EXISTING PIPE REPLACEMENT AND LINING
TEMPORARY STREAM IMPACT
SITE 3
GRAPHIC SCALE
0'25'25'
Hand Existing 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 Stream
No.(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- 29+14/30+55 Bridge 0.055 0.028 100 53
2 (SA)-L- 25+17/25+71 42" RCP Construction 0.009 0.004 21 15
3 (SD)-L- 47+46/47+62 54" CMP Replacement 0.005 10
4 (SB)-L- 23+16/23+23 24" CMP Replacement 0.002 10
TOTALS*:0.00 0.00 0.00 0.00 0.00 0.1*0.04**121 88 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 13 OF 13
49070.1.1
5/11/2021
HAYWOOD
NC DEPARTMENT OF TRANSPORTATION
B-6054A
*Total Permanent SW impacts: 2764 sq. ft.
**Total Temporary SW Impacts: 1670 sq. ft.
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
all proposed outfalls are to match existing. Perched outfalls are avoided where possible, though due to topography, outfalls along the western ramp
discharge along a steep slope.