HomeMy WebLinkAboutMap 6 Existing Conditions Hydraulic Model ResultsGF
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O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project1-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project10-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Depth Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Depth (ft)0 - 0.10.1 - 0.50.5 - 11 - 1.51 - 22 - 2.52.5 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Shear Stress Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Shear Stress(lbs/sq ft)0 - 0.10.1 - 0.250.25 - 0.50.5 - 11 - 1.51.5 - 22 - 44 - 66 - 88 - 1010 - 12> 12
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBrandeb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Flow Velocity Author: D. Stratten Date: 11/24/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\Hydraulics.mxdLambert conformal conic projection, NAD 1983 State Plane CoordinateSystem (WA North Zone). Parcel Boundaries (Jefferson County Assesor,2020). Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR LidarPortal). Hydraulic modeling performed using RiverFlow2D. Flows modeledrepresent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-yearflow of 73,600 cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
0 - 0.10.1 - 0.50.5 - 11 - 22 - 33 - 44 - 55 - 66 - 88 - 1010 - 12> 12
Velocity(ft/s)
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
O xb o w C a nyon R eachW illoughby Creek ReachElk CreekFloodplain
SchmidtBar
WilloughbyCampground
15
17 18
16
19
Upper Hoh Rd
US
1
0
1HellRoaring
C
ree
kW infieldCre
e
k Will
oughbyCr
eekE lk Creek
AlderC reekSne ll Cr ee k
800,000 802,500 805,000 807,500 810,000 812,500
312,500315,000317,500320,000
1 2 3 4
5
Middle Hoh Resiliency Project100-Year Water Surface Elevation and FEMA Floodplain Author: D. Stratten Date: 11/25/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\WSE_and_FEMA_100yr.mxdLambert conformal conic projection, NAD 1983 State Plane Coordinate System(WA North Zone). Parcel Boundaries (Jefferson County Assesor, 2020).Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR Lidar Portal).Hydraulic modeling performed using RiverFlow2D. Flows modeled represent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-year flow of 73,600cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
FEMA 100-yr Floodplain
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Water SurfaceElevation (ft)189.6 - 214214 - 261237 - 261261 - 285285 - 309309 - 333333 - 357357 - 381381 - 405405 - 429429 - 453453 - 476.5
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
W illoughby Creek ReachMorgans Crossing Reach
E lk C re ek
F lo o d p la in
S c hm id tB a rWilloughbyCampground Peterson'sBottom NaturalLog Jam Lower LidnerBar
HighBluffs
Jefferson CountyPublic Works
UpperLidnerBar ClearCreekIsland22
2321
20 Lindner Creek LnOscar Peterson RdU p p e r H o h R d
LindnerCreekRed Creek
Clear Creek
W illoughbyCreek812,500815,000 817,500 820,000 822,500 825,000 827,500
315,000317,500320,000
320,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Water Surface Elevation and FEMA Floodplain Author: D. Stratten Date: 11/25/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\WSE_and_FEMA_100yr.mxdLambert conformal conic projection, NAD 1983 State Plane Coordinate System(WA North Zone). Parcel Boundaries (Jefferson County Assesor, 2020).Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR Lidar Portal).Hydraulic modeling performed using RiverFlow2D. Flows modeled represent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-year flow of 73,600cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
FEMA 100-yr Floodplain
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Water SurfaceElevation (ft)189.6 - 214214 - 261237 - 261261 - 285285 - 309309 - 333333 - 357357 - 381381 - 405405 - 429429 - 453453 - 476.5
GF
GF
GF
GF
GF
GF
GF
GF
GF
GFGF Morgans Crossing ReachSpruce Canyon Reach
Jefferson Co un ty
Public Works
U p p e rLidnerBar ClearCreekIsland
Morgan'sIsland
Public BoatLaunch
Jefferson CountyGravel Mine
Spruce CanyonPublic AccessSpruce CanyonInletSpruceIslandErodingClay Bank26
24
25
23
M
aple Creek R
d
U p pe r H o h R d
MapleCreekDisma l Creek
LindnerCreekT
o
w
erCreek Pole Cree k
Clear CreekRed
Creek825,000827,500 830,000 832,500 835,000 837,500 840,000
312,500315,000317,500
317,5001 2 3 4
5
Middle Hoh Resiliency Project100-Year Water Surface Elevation and FEMA Floodplain Author: D. Stratten Date: 11/25/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\WSE_and_FEMA_100yr.mxdLambert conformal conic projection, NAD 1983 State Plane Coordinate System(WA North Zone). Parcel Boundaries (Jefferson County Assesor, 2020).Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR Lidar Portal).Hydraulic modeling performed using RiverFlow2D. Flows modeled represent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-year flow of 73,600cfs at US-101 bridge.¹0 500 1,000Feet
¹0 1 2Miles
Legend
FEMA 100-yr Floodplain
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Water SurfaceElevation (ft)189.6 - 214214 - 261237 - 261261 - 285285 - 309309 - 333333 - 357357 - 381381 - 405405 - 429429 - 453453 - 476.5
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Heulsdonk-South Fork ReachSpruce Canyon ReachSpruce CanyonPublic Access
Spruce CanyonInlet
SpruceIsland
ErodingClay Bank
FletcherRanch
FletcherIsland Lewis ChannelFloodplain
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
U p p erBran deb erryIsland
27
29
28
Owl Creek RdR ain F orest R dBrandeberry RdMaple Creek Rd
Maple Creek Rd
U p p e r H o h R d
C a n y o n CreekSpruceCreek
Mapl e Creek OwlCreekDismalCree
k840,000 842,500 845,000 847,500 850,000 852,500
307,500310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Water Surface Elevation and FEMA Floodplain Author: D. Stratten Date: 11/25/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\WSE_and_FEMA_100yr.mxdLambert conformal conic projection, NAD 1983 State Plane Coordinate System(WA North Zone). Parcel Boundaries (Jefferson County Assesor, 2020).Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR Lidar Portal).Hydraulic modeling performed using RiverFlow2D. Flows modeled represent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-year flow of 73,600cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
FEMA 100-yr Floodplain
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Water SurfaceElevation (ft)189.6 - 214214 - 261237 - 261261 - 285285 - 309309 - 333333 - 357357 - 381381 - 405405 - 429429 - 453453 - 476.5
GF
GF
GF
GF
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Heulsdonk-South Fork Reach
RichmondIsland
LewisHomestead
Hoh LotsHoh Lots
UpperBrandeberryIsland
CrippenHomesteadFloodplain Olympic National Park
30
31
32
Maple Creek Rd
Upper Hoh Rd
R a in F o r e s t R d
T w in C r e e k
SouthF o rk Ho hRiverT w i n C reek
WestTwinCreek
850,000
850,000852,500
852,500855,000 857,500 860,000 862,500
310,000312,500315,0001 2 3 4
5
Middle Hoh Resiliency Project100-Year Water Surface Elevation and FEMA Floodplain Author: D. Stratten Date: 11/25/2020 Path: N:\Projects\Jefferson County\Middle Hoh Resiliency Plan\GIS\maps\mxd\Mapbooks\WSE_and_FEMA_100yr.mxdLambert conformal conic projection, NAD 1983 State Plane Coordinate System(WA North Zone). Parcel Boundaries (Jefferson County Assesor, 2020).Topographic data source: 2012 and 2014 LIDAR DEM (WA DNR Lidar Portal).Hydraulic modeling performed using RiverFlow2D. Flows modeled represent 1-year flow of 12,300 cfs, 10-year flow of 52,300 cfs, and 100-year flow of 73,600cfs at US-101 bridge.
¹0 500 1,000Feet
¹0 1 2Miles
Legend
FEMA 100-yr Floodplain
GF USGS River Miles
Reach Break
Creeks & Streams
Parcel Lines
Roads (Public and Private)
Buildings
Water SurfaceElevation (ft)189.6 - 214214 - 261237 - 261261 - 285285 - 309309 - 333333 - 357357 - 381381 - 405405 - 429429 - 453453 - 476.5