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THE STEP-BY STEPS: as posted on the FTP site
Cross-section of Eroded Bank
-sand bed stream – Longitudinal Peaked Stone Toe Protection (LPSTP) – Upper bank sloped and
vegetated
- sand bed stream - LPSTP – Upper bank sloped and vegetated
LOCKED LOG locked under LPSTP (for aquatic habitat)
Longitudinal Peaked Stone Toe Protection (LPSTP) with side slopes at the angle of repose
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Scour hole
The stream will adjust to the LPSTP, & the LPSTP
will self-adjust to armor the resulting scour hole
- sand bed stream - LPSTP – Upper bank sloped and vegetated
The LPSTP has self-adjusted
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Install Live Siltation
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Install gravel-cobble
granular filter
- sand bed stream - LPSTP – Upper bank sloped and vegetated
FILL
CUTSlope bank
(balanced cut/fill)
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Sloped bank
- sand bed stream - LPSTP – Upper bank sloped and vegetated
To install Brush Layering, remove soil
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Install plant material as Brush Layering
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Backfill and install second layer of Brush Layering, etc.
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Install rooted-stock plants
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Soil-choke LPSTP
- sand bed stream - LPSTP – Upper bank sloped and vegetated
Hydroseed all disturbed areas
DONE
QUESTIONS???
ONONDAGA CREEK @ NICHOL ROAD
BRIDGE, LAFAYETTE,
NY
Blue lines denote water’s edge at base flow
Onondaga Creek @ Nichol Road Bridge-Sketch from Mark Schaub
bar
Nic
hol
Roa
d B
rid
ge
Top layer of stone will be removed from red areas. The US section of the left bank will then be sloped & all areas planted.
Removed stone will be then placed in the brown areas using the trenchfill technology to provide a “funnel” effect to prevent the stream from flanking the existing project.
100 Black Willow, 2,000 Streamco Willow, 500 Red Osier Dogwood & 100 Sycamore were planted using the Slit Trench & Brush Layering bioengineering methods. 40 RPM container plants (7 species of trees & shrubs) were planted in the green oval areas. Black Willow & Sycamore Extreme Instant Shade shown by the orange lines.
Note: Plantings form a grid
TWO-STAGE SLIT TRENCH TECHNIQUE
Sketches by Derrick
Dig the trench down into the capillary
(vadose) zone {moist area above the
permanent water table}
Mini-Case study: 1 of 8
Spoil
TWO-STAGE SLIT TRENCH TECHNIQUE
Water table
Mini-Case study: 2 of 8
TWO-STAGE SLIT TRENCH TECHNIQUE
Vadose zone {moist area} is shown in pink
Mini-Case study: 3 of 8Water table
TWO-STAGE SLIT TRENCH TECHNIQUE
Take the last scoop of soil dug from the trench & place
it back into the trench.
Mini-Case study: 4 of 8
TWO-STAGE SLIT TRENCH TECHNIQUE
Place willows & other water-loving species into
loose soil at bottom of trench. They are then less
likely to fall over when trench is backfilled.
Mini-Case study: 5 of 8
TWO-STAGE SLIT TRENCH TECHNIQUE
Partially backfill the trench.
Mini-Case study: 6 of 8
TWO-STAGE SLIT TRENCH TECHNIQUE
Plant other species that require less water than the willow. In this case Sycamore & Red Osier
Dogwood
Mini-Case study: 7 of 8
TWO-STAGE SLIT TRENCH TECHNIQUE
Backfill & water plants in
Mini-Case study: 8 of 8
DONE
ONONDAGA CREEK SITE 5-D
Diamond-Oriented Traffic Control Stones
with Single Stone Bendway Weirs
Square stones (3 ft by 3 ft by 3 ft) placed with a sharp edge facing upstream, designed to “kick” flow off the bank, must be keyed into the bed & bank, spaced 6 to 8 ft apart, every 4th one should be keyed into
the bank. Every 4th stone has a Single Stone Bendway Weir.
Diamond-Oriented Traffic Control Stones with Single
Stone Bendway Weirs
Key
Key
TCS
Key
TCS
SSBW
TCS
TCS
TCS
TCS
TCS
TCS
TCS
SSBW
SSBW
Thalweg is dug and that bedload material is placed between the Traffic Control Stones to form a bench at
the same height as the TCS.
Diamond-Oriented Traffic Control Stones with Single
Stone Bendway Weirs
Plants, root mass, and soil was pulled down from the vertical outer bank to provide streamside vegetation.
The mid & upper bank was sloped and seeded.
Diamond-Oriented Traffic Control Stones with Single
Stone Bendway Weirs
Step 1: Good veg & good root mat, but eroding bank
Step 2: Undercut root mat without disturbing roots
Step 4: Turn bucket & collapse bank. Add minimal stone toe
Utilizing the existing dense root mat
Stabilizing a low bank with good top bank veg
-Large sand bed river – Launchable LPSTP weighted toe with
paved (riprap) midbank area– Upper bank sloped and vegetated
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
“Locked Logs” placed on bed of river and locked under the LPSTP (for improved
aquatic habitat & energy dissipation)
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
“Locked Logs” should be angled downstream approx. 45
degrees so as to shed debris
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
LPSTP (with riverside slope at the angle of repose) in a
“weighted toe” configuration Crestwidth
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
All of the purple stone can self-adjust (launch) and the LPSTP will still be at the original height of protection
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
The stream will adjust to the LPSTP, and the LPSTP will
self-adjust to armor the resulting scour hole
Scour hole
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
The LPSTP has self-adjusted
Scour hole
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Grade the bank to the appropriate angle
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Install gravel-cobble granular
filter
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Install willow poles (to be used as the Bent Willow Pole Method)
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Start to install riprap
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Bent Willow Pole Method (underlying willow bent up,
then next stone placed)
More riprap
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Bent Willow Pole Method
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetatedMore riprap
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Bent Willow Pole Method
POSSIBLE VARIATIONPlant some rooted-stock trees &
shrubs within riprap area (in addition to the Bent Willow Poles)
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Install Brush Layering
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Install rooted-sto
ck plants
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Soil-choke riprap
Large sand bed river – LPSTP weighted toe with paved midbank–
Upper bank sloped & vegetated
Hydroseed all disturbed areas
DONE
QUESTIONS???
A MID PROJECT KEYWAY
DETAIL
Detail for key
Cross-section for keywayFlow
Place granular filter
Detail for key
Flow
Place Willow Poles against US side of
trench
Detail for key
Flow
Place stone in trench
Detail for key
Flow
Choke stone with gravel
(white areas) & water in
Detail for key
Flow
Backfill and overfill with native soils, then compact (some settling
will still occur)
Detail for key
Flow
Seed
DONE
Detail for key
Flow
WIDE KEYWAY
DETAIL
DETAIL FOR KEYWAY THAT WILL ALSO BE
USED FOR EQUIPMENT ACCESS
& AS A HAUL ROAD
In addition to keyway functions, it will be used as equipment access & as
a haul road
16 ft
Detail for key
Excavate wide trench
Place granular filter
Detail for key
Detail for key
Place riprap stone in trench
Detail for key
Choke stone with gravel &
surge stone (white areas)
Detail for keyBackfill & overfill {to allow for
settling} with native soil
Detail for keyPlant & hydro seed
as appropriate
DO
NE
TRENCHFILL REVETMENT
DETAILanother way to do it
Place granular filter
Place willow poles & other adventitious
rooting plants on DS side of trench
Place self-adjusting stone in trench
Choke stone with gravel & cobble (white
areas)
Backfill & overfill {to allow for settling} with native soil
Plant & hydro seed as appropriate
DO
NE
STONE ENGINEERED ROCKED RIFFLE
FOR GRADE CONTROL &
HEADCUT STABILIZATION
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
Flow
Flow
Dig key & footer trenches
Key trench
Footer trench
Key trench
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
Important note: In some cases the US key trench is dug all the
way across the stream
Key trench
Footer trench
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
Flow
Place granular filter (gravel) in all trenches. Note: granular filter not needed in gravel-
cobble bed streams
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
Flow
“Dig a hole, plant a pole” says John McCullah
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
Pole plantings
Flow
Place key stones and downstream footer stones
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
Flow
“Place granular filter on footprint of ERR.
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
Place a set of stones (in compression) just upstream of the footer stones
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
A STONE ENGINEERED ROCKED RIFFLE WITH WEIGHTED TOE
FLOW
Stones on crest, the downstream face, & toe all set in compression
Weighted toe can be designed to help stop the headward migration of a DS
knickpoint {headcut}
Place all stones in compression from downstream to upstream
including crest stones.
STONE ENGINEERED ROCKED RIFFLE FOR GRADE CONTROL & HEADCUT STABILIZATION
Place glide
stones
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
Flow will keep glide stones in compression
Place appropriate sediment or spawning gravel over glide stones
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
Place bank protection riprap stones on both banks
Bank protection riprap
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
Pool will form here
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
Pool will form here
Adventitious rooting poles planted next to bank protection riprap
DONE
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
Pool will form here
Granular filter
FlowProfile view
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
201
All stones in compression from force of water, energy transferred into ground
Force Profile view
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
All stones in compression from force of water, energy transferred into ground
Existing concrete slab Profile view
ENGINEERED ROCKED RIFFLE - MODIFIED FOR VENSAL CREEK APPLICATION
Existing ground
ENGINEERED ROCKED RIFFLES FOR VENSAL CREEK APPLICATION, TULSA, OK. USA
This ERR for stability, DS pool formation, & will
also be sloped specifically for use as a boat launch
This ERR designed to resist future instability and headcutting from the
Arkansas River, and to provide a tailwater for the
US boat launch ERR.
Arkansas River
Engineered Rocked Riffles (ERR) in series used to mitigate the vertical drop over a concrete dam. Could be utilized on the Highland Park Dam on Swan Creek
Constructed pool-riffle-pool configurationD
AM
All top stones in compression
Water surface elevation
Stone dug in
INTEGRATING A FISH LADDER ON THE
DOWNSTREAM FACE OF AN ENGINEERED ROCKED
RIFFLE (ALL STONES IN
COMPRESSION)
AN ENGINEERED ROCKED RIFFLE WITH INTEGRATED FISH LADDER
At least two layers of stones are set in compression to form pools on the DS face of the ERRWater surface elevation
Backwater from DS ERR
AN ENGINEERED ROCKED RIFFLE WITH INTEGRATED FISH LADDER
Mini resting pool for fish passage
AN ENGINEERED ROCKED RIFFLE WITH INTEGRATED FISH LADDER
Compression forces (white arrows) are transferred into the ground
Flow
AN ENGINEERED ROCKED RIFFLE WITH INTEGRATED FISH LADDER
An overall slope of 20 to 1 can still be maintained
201
Entire area excavated, with a granular filter placed on bed
Similar to previous ERR but a large underground weighted stone toe at a 10 to 1 slope would be constructed DS of the present ERR . It would be
constructed first, with all stones in compression
SPECIAL CASE - STONE ERR WITH MAXIMUM HEADCUT STABILIZATION WEIGHTED TOE BUILT IN
Stones placed in compression on granular filter
Amount of weighted toe stone will be designed to halt the upstream movement of
a specific height of headcut
SPECIAL CASE - STONE ERR WITH MAXIMUM HEADCUT STABILIZATION WEIGHTED TOE BUILT IN
Riprap stones placed for bank protection
SPECIAL CASE - STONE ERR WITH MAXIMUM HEADCUT STABILIZATION WEIGHTED TOE BUILT IN
Flow
Profile view
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
201
10
1
Flow
Profile view
STONE ENGINEERED ROCKED RIFFLE FOR GRADE & HEADCUT STABILIZATION
Amount of weighted toe stone will be
designed to halt the upstream movement
of a specific height of headcut
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Upper Bank Undisturbed -
Gravel-Cobble Bed Stream – Install Minimal Height Riprap -
Upper Bank Undisturbed -
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Install Live Siltation
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Pre-dig and overdig pool (let the stream determine
final pool depth)
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Upper Bank Undisturbed -
Pre-dug pool
Part of the dug area will be the toe-down
area for the stone revetment
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
If good gravel-cobble, use dug pool material
as a granular filter
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Install willow poles (to be used as the Bent Willow Pole Method)
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Install riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Install Locked Logs
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Install more riprap to hold down Locked Logs
Locked Log
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Bent Willow Pole Method (underlying willow bent up, then next stone placed)
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Bent Willow Pole Method
More riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Bent Willow Pole Method
More riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Bent Willow Pole Method
Last of the riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Soil-choke riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
Upper Bank Undisturbed -
Hydroseed all disturbed areas
DONE
QUESTIONS???
Gravel-Cobble Bed Stream – Install Minimal Height Riprap –
PLUS Engineered Floodplain Bench – PLUS Upper Bank Sloped & Veged
Cross-section of Eroded Bank
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Floodplain Bench
Cut floodplain bench and slope upper bank (you will have soil left
over). Or build the floodplain bench out into the stream
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Dig Slit Trenches BOTH parallel and perpendicular to flow & install adventitious rooting plants
Floodplain Bench
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Install upper bank rooted-stock plants
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Install Live Siltation against bank
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Pre-dig and overdig pool, let the stream determine
the final pool depth
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Part of the dug area will also be the toe-down area for the stone revetment
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Pre-dug pool
If good gravel-cobble, use dug pool material as a granular filter
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Install toed-down Riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Install Locked Logs for aquatic habitat improvement & energy dissipation
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Lock Locked Logs in place with more Riprap
Locked Log
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Install willows for Bent Willow Pole Method
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Add Riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Bent Willow Pole Method (underlying willow bent up,
then next stone placed)
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Bent Willow Pole Method
More Riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Bent Willow Pole Method
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Bent Willow Pole Method
More Riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Bent Willow Pole Method
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Bent Willow Pole Method
Last of the Riprap
POSSIBLE VARIATIONIn addition to the Bent Willow Pole Method,
some rooted stock plants could be placed within the interstices of the riprap
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Choke riprap with soil
Gravel-Cobble Bed Stream – Install Minimal Height Riprap – Engineered Floodplain Bench –
Upper Bank Sloped & Vegetated
Hydroseed all disturbed areas
Done – Basically riprap that could stand alone, but enjoys many other functions
QUESTIONS???
QUESTIONS???
CONTRACTION STONES
DESIGNED TO PROVIDE POOL
HABITAT
WELL VEGETATED
WELL VEGETATEDOverwidened riffle-run with no pools Flow
Contraction Stones designed to provide pool habitat
Toe down large stones (partially key into bank) opposite each other to constrict channel. Crests of
stones should not be higher than adjacent bank areas
10-15 ft 10-15 ft
Reduce width according to model results
8-10 ft
Contraction Stones designed to provide pool habitat
Pre-dig and over-dig pool areas.
Contraction Stones designed to provide pool habitat
Stream will set pool depths and widths over time
DONEContraction Stones designed to provide pool habitat
QUESTIONS???
Transverse Bar with Stone Angle
Slam
Predig & overdig pool
Transverse Bar with Stone Angle Slam
Place stones, backfill with soil (choke), and vegetate.
Angle Slam stones
Transverse Bar with Stone Angle Slam
Transplant overhanging shrub-small tree vegetation.
DONETransverse Bar with Stone Angle Slam
QUESTIONS???
Transverse Bar with Wood Board
LUNKER
Pre-dig and overdig pool & LUNKER areas
Pre-dig & overdig pool & area where
LUNKERS will be placed
Transverse Bar with Wood Board LUNKERS
Place and anchor LUNKERS.
LUNKER
LUNKERLUNKER
Transverse Bar with Wood Board LUNKERS
Transplant large shrubs/small trees.
DONE
LUNKER
LUNKERLUNKER
Transverse Bar with Wood Board LUNKERS
QUESTIONS???
Transverse Bar with Log LUNKER
Dig & place footer logs, downstream log keys behind US log .
Footer log Footer log
Key section of log
Transverse Bar with Log LUNKER
Place and anchor roof logs .
Roof logRoof log
Roof log
Transverse Bar with Log LUNKER
Transplant shrub/tree vegetation .
Transverse Bar with Log LUNKER DONE
QUESTIONS???
VORTEX WEIR FOR
POOL CREATION
Vortex Weir for Pool Creation
Vortex weir is a semi-circle flow concentrator, lower in the center of the Weir, plunge pool immediately downstream. Key stones
will be choked with soil and vegetated.
Lower elevation
Key
Key
Key
Key
Key
Vortex Weir for Pool Creation
Predig & overdig pool
Predig & overdig pool
Vortex Weir for Pool Creation
Plant vegetation, can be combos of, Live Siltation, Live Stakes, Slit Trench, rooted stock or mechanically transplanted vegetation.
Plant vegetation
Plant vegetation
Vortex Weir for Pool Creation
Plant mechanically transplanted large shrub vegetation.
Transplant large
vegetation
DONE
QUESTIONS???
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION
(LPSTP) WITH A VEGETATED
FLOODPLAIN BENCHTALLER BANK EXAMPLE
ENHANCED LONGITUDINAL PEAKED STONE TOE
PROTECTION (LPSTP) WITH SINGLE STONE BENDWAY
WEIRS, LOCKED LOGS, SOIL CHOKING, LIVE SILTATION, POLE PLANTINGS, ROOTED –
STOCK PLANTS, & A FLOODPLAIN BENCH
Stream channel
Top bank
Eroding bank
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
“Locked Logs” placed on bed of river for improved aquatic habitat & energy dissipation. Locked Logs should be angled downstream 25 to 70 degrees so as to shed debris.
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
Locked Logs are then “locked” under the Longitudinal Peaked Stone Toe Protection (LPSTP).
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
willow, dogwood, etc. poles placed on stone
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
Add more stone
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
Tree or shrub poles (called Live Siltation) installed on
top of LPSTP
Sycamore, willow, dogwood, river birch poles can then be laid on the stone and up against the bank. Basal ends should be in vadose zone
(capillary zone)
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
Backfill to form floodplain bench at the Q-2 flood elevation
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
At intervals, install Living Dikes (densely deep-planted adventitious poles
perpendicular to direction of high flow)
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
Typically on floodplain appropriate rooted-stock plants would be installed
ENHANCED LONGITUDINAL PEAKED STONE TOE PROTECTION (LPSTP)
Hydroseed, or seed & mulch
Floodplain bench
planted on a grid
patternF
low
AERIAL VIEW OF
ENHANCED LPSTP WITH
SINGLE STONE OR
SHORT BENDWAY
WEIRS, & A FLOODPLAIN
BENCH
Living Dikes-plants
perpendicular to flow
Live Siltation
Single-Stone Bendway Weir
Floodplain bench
planted on a grid
pattern
Flo
w
AERIAL VIEW OF
ENHANCED LPSTP WITH
BENDWAY WEIRS, & A
FLOODPLAIN BENCH
Living Dikes-plants
perpendicular to flow
Live Siltation
QUESTIONS???
QUESTIONS???
QUESTIONS ???ANSWERS ???