20072227 Ver 1_Enhancement Plan_20071219

Queens Gap
Enhancement Plan
Rutherford County, North Carolina
September 11, 2007
Prepared by:
PO Box 882
Canton, NC 28716
Project Description
The project site known as Queens Gap is owned by Devin McCarthy Land
Development, LLC, and is located off of Thermal City Road near Thermal City,
North Carolina. The site contains land in both Rutherford County and McDowell
County. Latitude and longitude for the site are 35.521163 N and 82.007344 W,
respectively. The site is located within the Sugar Hill and Glenwood USGS Topo
Quads. To access the site from Asheville, take I-40 East to Exit 85 - Highway
221. Turn right at the top of the exit ramp and continue on Highway 221 South
for approximately 9 miles. Turn right onto Thermal City Road. Continue on
Thermal City Road approximately 1 mile to a "fork". Take the right "fork" and
continue on Thermal City Road for another mile. The entrance to the property
will be on the right.
Devin McCarthy Land Development, LLC proposes to develop the Queens Gap
residential development on approximately 3,500 acres. This includes the
construction of an 18-hole golf course and practice area. Devin McCarthy Land
Development, LLC is proposing the following enhancement plan for the entire
area. Some enhancement will be used as mitigation but the overall goal of the
enhancement activities on site is to provide a structurally stable hydrologic
system and improve water quality throughout the golf course.
Existing Site Conditions
Queens Gap is forested, except where golf holes have been cleared and under
brushed. There is an extensive existing logging road network throughout the
site. A Mixed Mesic Forest type dominants the landscape. This forest type
occupies rich, acidic, moist, well-drained sites and contains the most diverse
plant communities in the Southeast. The dominant tree species are American
beech (Fagus grandifolia) and oaks, specifically northern red oak (Quercus rubra)
and white oak (Quercus alba). Other tree species that are abundantly common
in these forests include: ash, hickory, Fraser's magnolia, red maple, tulip poplar,
hemlock, and buckeye. All are present within Queens Gap. This forest type also
has a very diverse shrub and herbaceous layer. Species at this site include
heart's-a-bustin', mountain laurel, pepperbush, ironwood, rhododendron, spice
bush, wild hydrangea, black cohosh, bloodroot, doll's eye, false soloman's seal,
galax, jewelweed, may apple, Christmas fern, liverleaf, and alumroot.
All unnamed tributaries within the development flow into Harris Creek. Harris
Creek is a tributary to Cathey's Creek, which flows into the Second Broad River.
The Second Broad River flows to the Broad River, which is a navigable water.
UT1, UT2, and UT3 make up the largest unnamed tributary network within the
golf course project boundary. These tributaries are relatively small and flow to
the east of Harris Creek.
UT4 and UT5 flow north of Harris Creek. They are relatively small, good quality
streams. UT5 parallels Harris Creek for approximately 750 linear feet before its
confluence with UT4.
Harris Creek is the only named tributary flowing through the golf course project
boundary. It is a moderate size stream of overall good quality. There are
several bank failures along Harris Creek; the most notable located just north of
the southern-most boundary. This failure is approximately 150 feet long with a
sheer right bank approximately 40 feet high.
North of the large bank failure and on the west side of Harris Creek is a linear
wetland feature. This feature resembles an old ditch and drains directly into
Harris Creek.
UT6 is the western-most tributary within the property boundary. UT6 is of poor
quality and highly degraded. Degradation and excess sediment has been
attributed to an upstream impoundment and dam. The existing pond is
approximately 2 acres. It is devoid of most vegetation along its banks. There is
one old cabin immediately below the dam and adjacent to the stream.
Degradation of the tributary can also be attributed to poor upkeep and waste
elimination practices at the cabin. There is a large wetland immediately
upstream of the impoundment, presumably the result of road construction and a
clogged intake pipe. This wetland has naturalized and maintains shallowly
ponded water. There is another disjunct linear wetland segment section north of
the ponded wetland.
Precipitation
According to the PRISM maps (see Attachment A) maintained by the Natural
Resources Conservation Service, this area of Rutherford County receives
approximately 50 to 56 inches of precipitation per year. Excess water that falls
as precipitation must leave the site as ground water flow, runoff, channelized
surface flow, or deep seepage.
Soils
The project site is located on the border of the Piedmont and Mountain
physiographic region of North Carolina and is located within the Pacolet-Cecil and
Evard-Cowee-Fannin soil associations. Soil series present on site include Appling,
Dogue, Evard-Cowee Complex, Pacolet, Pacolet-Saw complex, and Rion.
The Appling series consists of very deep, well-drained, moderately permeable
soils on ridges and side slopes of the Piedmont uplands. They are deep to
saprolite and very deep to bedrock. They formed in residuum weathered from
felsic igneous and metamorphic rocks of the Piedmont uplands. Slopes range
from 0 to 25 percent. Near the type location, mean annual precipitation is 45
inches and mean annual temperature is 60 degrees F.
The Cowee series consists of moderately deep, well-drained, moderately
permeable soils on ridges and side slopes of the Blue Ridge. They formed in
residuum affected by soil creep in the upper part, and weathered from felsic to
mafic, igneous and high-grade metamorphic rocks. Slope ranges from 2 to 95
percent. Near the type location, mean annual temperature is about 56 degrees
F., and mean annual precipitation is about 49 inches.
The Dogue series consists of very deep, moderately well drained soils located in
low streams in the piedmont and on the coastal plain. Near the type location,
mean annual precipitation is 38-54 inches and mean annual temperature is 57-66
degrees F.
The Evard series consists of very deep, well-drained, moderately permeable soils
on ridges and side slopes of the Blue Ridge. They formed in residuum affected
by soil creep in the upper part and weathered from felsic to mafic, igneous and
high-grade metamorphic rocks. Slopes range from 2 to 95 percent.
The Pacolet series consists of very deep, well-drained, moderately permeable
soils that formed in residuum weathered mostly from felsic igneous and
metamorphic rocks of the Piedmont uplands. Slopes commonly are 15 to 25
percent but range from 2 to 60 percent.
The Rion series consists of very deep, well-drained, moderately permeable soils
that formed in material mostly weathered from acid crystalline rocks of the
Piedmont Uplands. Slopes commonly are 15 to 25 percent but range from 2 to
60 percent.
The Saw Series consists of moderately deep, well-drained soils on ridges and
side slopes of the Piedmont uplands. They formed in residuum weathered from
felsic igneous rocks such as porphyritic granite. Slopes range from 2 to 45
percent. Near the type location, mean annual air temperature is 61 degrees F.,
and mean annual precipitation is 47 inches.
Stream Restoration Sites - Existing Stream Conditions
Harris Creek is a third order tributary to the Second Broad River. The focus of
enhancement for the Queens Gap golf course development will be Harris Creek
and the unnamed tributaries to Harris Creek. These include UT1 - UT6. The
Harris creek watershed has been manipulated from past mining and regional
logging practices. Specific reaches show degradation and entrenchment due to
these past disturbances. Multiple bank failures are causing erosion and
contributing excess sediment to the watershed. The watershed is comprised of
Rosgen classified B4, B4a, B5, C5b, and C4 streams. The substrate type for
these streams is predominately gravel; however, silt has filled in pools
decreasing habitat complexity in some of the lower reaches in the watershed.
Harris Creek flows in a southeast direction through the Queen's Gap property,
draining a 2.0 square mile watershed. Approximately 6,550 linear feet of stream
was surveyed on Harris Creek; it has been divided into three separate reaches to
account for the added stream flow. The first reach is the upper Harris Creek
reach from Station 0 to the confluence with UT 4 at Station 1550 (see
Attachment B). This section of Harris Creek is steep with little sinuosity and is
classified as a Rosgen CO channel. It drains a 0.97 square mile watershed.
This upper reach has been altered and moved back and forth to allow for mining.
The bank height ratio is 1.4 indicating a moderately incised stream.
Reach two of Harris Creek extends from UT4 to UT2 (Station 1550- 4500) (see
Attachment C). It drains a 1.3 square mile watershed. This reach is classified as
a Rosgen C4 channel. It is moderately incised with a bank height ratio of 1.6.
Although only moderately entrenched, this reach is continually down-cutting and
contributing a large amount of sediment to the watershed. It is characterized by
failing vertical banks and undercuts throughout its length. The majority of this
reach is disconnected from the floodplain.
The third reach of Harris Creek extends from UT2 to the property line (Station
4500 - 6500) (see Attachment D). It drains a 2.0 square mile watershed. This
reach is similar in character to the upstream reach and is classified as a Rosgen
C4 channel. It is moderately incised with a bank height ratio of 1.8. Banks are
vertical and need to be re-sloped to control erosion in key areas, such as in
major bends in the channel.
UT 1 flows southwest into UT2 draining a 0.13 square mile watershed (See
Attachment E). This is a 1,233 foot reach that is characterized as a Rosgen C4
stream type. The bank height ratio is 1.3 indicating a slightly incised stream.
There are multiple bank failures, debris jams, and undercuts contributing excess
sediment to the system.
UT2 flows southwest into Harris draining a 0.5 square mile watershed (see
Attachment F). Approximately 5,000 linear feet of stream was surveyed and
divided into two separate reaches to account for added stream flow. The upper
reach starts at Station 0 and continues downstream to the confluence with UT1
at Station 2400. This reach drains a 0.25 square mile watershed and is classified
as a Rosgen 134a channel. It is very steep throughout this reach and has a slope
of 4.9%. It is severely incised with a bank height ratio of 2.3. The upper 1,500
feet of this stream is confined to a steep and narrow valley broadening at its
confluence with UT1. There are multiple bank failures and undercuts that would
require re-sloping, stabilization with structures, or root wad placement.
The lower reach of UT2 extends from UT1 downstream to Harris Creek (Station
2400- 4936) (see Attachment G). This reach drains a 0.5 square mile watershed
and is characterized as a Rosgen C4 channel type. The gradient changes here as
the stream leaves its confined valley and enters the Harris Creek floodplain.
From Station 3100 to Station 4100, UT2 is slightly entrenched and appears to
have been altered or straightened.
UT3 flows south into UT2 draining a 0.06 square mile watershed (see
Attachment H). This 1,735 linear foot reach of stream is classified as a Rosgen
C5b channel. The bank height ratio is 3.86 indicating channel incision. A
wooded buffer protects UT3; therefore, the banks are relatively stable with the
exception of a few areas.
Lower UT4 (Station 1300- 2400) drains a 0.19 square mile watershed and is
characterized as a Rosgen B4 channel (see Attachment I). The bank height ratio
is 1.7. The first 400 feet of stream has multiple bank failures that will require
resloping and hard structures to prevent further sediment input.
UT5 flows south into UT4 and drains a 0.13 square mile watershed (see
Attachment 3). This 618 linear feet reach is classified as a Rosgen B4 channel.
The bank height ratio is 3.7 indicating a severely incised channel. Vertical banks
are failing and would benefit from re-sloping. Habitat complexity is lacking in
this reach and would benefit from adding more pools.
UT6 (below the pond) flows in a southeast direction into Harris Creek (see
Attachment K). This reach is 1,176 linear feet and drains a 0.14 square mile
watershed. UT6 is classified as a Rosgen B5 channel and has a bank height ratio
of 1.63 indicative of a moderately incised channel. This reach, below the
impoundment, has steep banks that need to be re-sloped and stabilized to
reduce erosion.
Reference Reach
Two reference reaches were used as templates to emulate stable dimension,
pattern, and profile for enhancement work. Both reference sites are in the same
hydrophysiographic region and have a similar valley type. Two sites were
chosen to match the specific watershed.
Morgan Creek represents a stable meandering B4 channel with a 0.14 square
mile watershed. The entrenchment ratio is 2.0, width to depth ratio is 18.4, and
sinuosity is 1.5. Pool to pool spacing is 33 feet and provides adequate habitat
complexity. A summary chart including a longitudinal profile, cross sections, and
pebble counts is attached for review (see Attachment L).
A section of Harris Creek was used as a larger reference reach. It is a stable C4
channel with a 2.0 square mile watershed. Entrenchment ratio is 4.6, width to
depth is 26.1, and sinuosity is 1.2. Pool to pool spacing is 73 feet. A summary
chart including a longitudinal profile, cross sections, and pebble counts is
attached for review (see Attachment M).
Enhancement Plan
Devin McCarthy Land Development, LLC plans to enhance a total of 15,741 linear
feet of stream within the Queens Gap project area. 8,518` will be eligible for
mitigation with a full 50' unimpacted buffer on each side (see Attachment N).
The goals of the project are:
1. Restore natural channel dimension and profile.
2. Reconnect existing incised channels to their floodplain.
3. Stabilize banks and reduce erosion.
4. Create and preserve a riparian buffer with permanent native vegetation.
5. Create aquatic habitat and complexity.
Construction Plan and Specifications
All reaches within the Queens Gap golf course project boundary will have
some degree of enhancement done to them. Construction activities will include
the installation of j-hooks, cross vanes, and root wads, and the systematic re-
sloping of banks. Caution will be taken to minimize destruction of mature trees
within the enhancement areas. A description of each treatment is described
below.
Root Wads
Root wads include the root mass or root ball of a tree plus a portion of the trunk.
Roots wads are used to armor a stream bank by deflecting stream flows away
from the bank. They also provide structural support to the stream bank, habitat
for fish and other aquatic animals, as well as, a food source for aquatic insects.
(NCSU)
Roots wads will have a basal diameter of 10 to 20 inches. They will be installed
where the thalweg intercepts the bank at an acute or right angle. The root wads
will be installed at the toe of the bank, with 1/3 of the root wad below the base
flow elevation. Footer logs and boulders will be utilized when necessary to
secure the root wads in place.
The drive-point method of installation will be used whenever possible. With this
method, the contractor sharpens the end of the log and drives the root wad
directly into the bank. If root wads cannot be driven into the bank, then the
trenching method will be utilized. This method requires digging a trench and
placing the log into the trench. The trench is then backfilled, re-sloped, and
planted.
Rock Vanes
The three types of rock vanes are single vanes, 3-hooks, and cross vanes. Rock
vanes are most often constructed of boulders, although they can be constructed
of other natural materials, such as wood. Vanes protect the stream bank by
redirecting the thalweg away from the stream banks and towards the center of
the channel and improve in-stream habitat through scour oxygenation, and
cover. (NCSU)
All rock vanes will be oriented upstream with angles off the bank from 20 to 30
degrees. Vanes will be located just downstream of the point where the stream
flow encounters the stream bank at an acute angle. The vane will start at or
near bankfull and slope downward into the channel, pointing upstream. Sills will
be used to tie the vane arms to the bankfull elevation. Large, flat rocks will be
used to construct the vanes. Single vanes will span 1/2 to 2/3 of the base flow
channel width. Slopes on the vanes will range from 2 to 7 percent. Longer,
flatter vanes will be utilized whenever possible. Boulders in the vanes will fit
tightly together and footer rocks will be utilized to ensure scour does not topple
the structures.
3-hooks will be constructed the same way as a single vane except the last rocks
in the structure will be spaced apart about half of the rocks diameter to create
flow convergence.
Cross vanes will be used to provide grade control, keep the thalweg in the center
of the channel, and protect the bank. The cross vane will be constructed as if it
is two single vanes with a center structure perpendicular to the channel flow.
The center stone will set the invert grade of the streambed.
Toe Armor
Toe armor will be used where banks are undercut or failing and due to the
landscape it is not practical to re-slope the banks. Large stones will be placed in
these undercuts and failures. Where banks are being rebuilt, filter fabric will be
placed behind the stones to prevent wasting of backfill material.
Re-slope Banks
In areas where the banks can be re-sloped, this method will be used instead of
toe armor. Vertical banks will be graded at a slope of 2:1 or flatter. Where
appropriate, accessible bankfull benches will be established to reduce sheer
stress on banks. Newly sloped banks will be graded into the existing stream
banks. Any disturbed soil will be stabilized with erosion matting and planted with
native vegetation.
UT1 0+00-12+33
Six sites on UT1 have been identified for treatment. Toe Armor will be placed at
Stations 1+25 and 7+50. Station 10+45 will be treated with a cross vane.
Stations 1+40, 6+35, and 10+90 will be treated with 3-hooks. Root wads will be
installed at stations 0+25 and 11+35. All treatment areas have been identified
on the attached map (see plans) and construction typicals for each structure
have been included.
UT2 Reach Upper 0+00 - 24+00
The upper reach of UT2 includes twelve structures and two root wads
throughout 1800 feet of enhancement. Cross vanes will be placed at Stations
1+30, and 16+35. J-hooks will be placed at Stations 0+90, 7+85, 11+25,
11+85, 13+15, 18+10, 20+20, 21+50, and 21+75. Root wads will be used to
stabilize undercuts at Station 14+85 and Station 18+35, and toe armor will be
placed at Station 21+65. (see plans).
UT2 Reach Lower 24+00 - 50+00
The lower reach of UT2 includes twenty-three structures, nine rood wad
placement sites, and two toe armors. Cross vanes will be installed at Stations
24+10, 24+40, 26+25, 27+40, 28+15, 30+65, 31_85, 37+65, 38+50 and
42+10. Stations 26+65, 28+85, 30+85, 32+50, 33+86, 34+40, 36+35, 38+00,
43+50, 46+35 and 47+40 will require J-hooks to redirect the water away from
the banks. Stations 35+85, and 45+20 will receive toe armor. Stations 24+50,
31+25, 35+75, 37+00, 41+75, 42+60, 43+85, 46+90, and 47+85 will be
armored with root wads to prevent bank erosion. Some of these root wad sites
will be made up of clusters of two to four root masses (see plans).
UT3 0+00-17+35
UT3 has several bank failures that will require stabilization (see plans). Being re-
sloped or having a bankfull bench cut will enhance most spots. Native
vegetation will be planted to stabilize each failure.
UT4 13+00-17+00
In addition to re-sloping and re-vegetation, UT4 will receive three J-hooks at
Stations 13+65, 13+85, and 16+15, and a root wad at Station 16+00. (see
plans).
UT5 0+00-6+18
UT 5 has six structures and two root wads planned for treatments. Stations
0+25 and 2+60 will be treated with root wads. Stations 2+00, 3+00, 3+30,
4+70, 5+15, and 5+65 will be treated using structures such as j-hooks or log
vanes. The remaining bank failures will be re-sloped and a bankfull bench will be
added and planted with native vegetation. All treatment areas have been
identified on the attached map and construction typicals for each structure have
been included as (see plans).
UT6 0+00-12+00 (Below Dam)
Fourteen sites have been identified for treatment along UT6. Two areas will
require re-sloping and having bankfull benches cut; however the majority of
work will be installation of structures. Stations 2+85, 5+50, 11+25 and 11+50
will be treated with root wads strategically placed to displace shear velocity on
the banks. Structures such as j-hooks or log vanes will be placed at Stations
3+80, 4+40, 6+35, 6+65, 7+50, 7+85, and 11+75. A full cross vane will be
placed at Station 9+10. All treatment areas have been identified on the attached
map and construction typicals for each structure have been included as (see
plans).
Upper Harris Creek (Above UT4) Station 0+00 - 15+50
There are fifteen sites along Upper Harris Creek that have been selected for
treatment. Root wads will be placed at stations 0+50, 1+80, 2+50, 3+10, 3+50,
and 4+50. Structures such as cross vanes, J-hooks and log vanes will be placed
at stations 0+15, 0+70, 1+65, 2+00, 2+95, 3+20, 4+25, 5+10, and 6+75. All
treatment areas have been identified on the attached map and construction
typicals for each structure have been included. (see plans).
Middle Harris Creek (Between UT4 and UT2) Station 20+00 - 44+00
There are twenty-three sites on Middle Harris Creek that have been identified for
treatment. Root wads will be strategically placed to prevent erosion at stations
23+25, 23+75, 25+00, 26+50, and 27+25. Structures such as 3-hooks, log
vanes, or cross vanes will be used to redirect flow away from the banks at
stations 20+40, 20+65, 21+15, 22+30, 23+00, 24+80, 25+15, 26+00, 28+10,
29+30, 30+45, 31+15, 31+85, 32+40, 37+00, 37+35, 38+00 and 41+00. All
other bank failures will be re-sloped and bankfull benches will be cut to allow
access to the floodplain. All treatment areas have been identified on the
attached map and construction typicals for each structure have been included.
(see plans).
Lower Harris Creek (Below UT2) Station 44+00 - 65+00
There are thirteen sites on Lower Harris Creek that have been identified for
treatment. Stations 59+10 and 59+60 will be treated with root wads. Stations
47+85, 49+70, 51+10, 52+65, 53+45, 54+55, 55+30, 56+00, 58+15, 58+85,
and 59+50 will be treated using structures such as cross vanes, j-hooks or log
vanes. All other bank failures will be re-sloped and bankfull benches will be cut.
All treatment areas have been identified on the attached map and construction
typicals for each structure have been included. (see plans).
Monitoring Plan
After construction completion, WNR staff will provide the resource agencies with
a baseline monitoring report. Monitoring activities will take place every year for
5 years after construction completion. An annual monitoring report will be
submitted each year following the monitoring activities. WNR will conduct
monitoring and Devin McCarthy Land Development, LLC will provide the financial
assurance that will ensure this project is complete and successful.
An as-built report will be included with the first annual monitoring report. At
least two bankfull events in separate years will be documented within 5-year
monitoring period. If two bankfull events have not been documented, stream
monitoring will continue until two bankfull events have occurred in two separate
years. Success will be measured in terms of channel stability and plant survival.
Problem areas identified during any part of annual monitoring activities will be
discussed with project partners. Any necessary remedial actions will be planned,
approved, and implemented.
Monitoring Parameters
1.0 Channel Stability
1.1 Cross Sections
1.2 Longitudinal Profile
1.3 Pebble Counts
2.0 Plant Survival
2.1 Monitoring Plots
3.0 Photographic Reference Sites
4.0 Biological Monitoring
1.0 Channel Stability
Channel stability will be measured through the following three parameters: cross-
sections, longitudinal profiles, and pebble counts; and then compared to previous
measurements. A minimum of two permanent cross-sections will be taken per
1,000 linear feet of stream representing 50% pools and 50% riffles. Pebble
counts will be performed at each cross section. A longitudinal profile will be
conducted to monitor any changes in profile. If the reach is less than 3,000
linear feet, then all 3,000 feet will be surveyed. If the reach is greater than
3,000 linear feet, then the profile will include 30% of the restored stream or
3,000 linear feet (whichever is greater). If there is substantial evidence of
instability, such as down-cutting or erosion, remedial actions will be taken.
2.0 Plant Survival
Vegetative success will be measured in terms of plant survival. Plant survival will
be measured with stem counts in designated vegetative monitoring plots. Stem
counts of at least 320 stems/acre in year 3 and 260 stems/acre in year 5 will be
considered successful. Vegetative monitoring plots, 1/10 acre in size, will be set
up adjacent to each cross section. Plant survivability will be assessed using
these vegetative monitoring plots. If there is substantial plant mortality that
leads to lowered stem counts, remedial actions will be taken.
Areas with less than 75% vegetation coverage will be re-seeded and/or fertilized;
and live stakes and bare rooted trees will be planted to achieve the desired
densities. Exotic, invasive, and invader species will be removed so that they will
not exceed 20% of the vegetative composition.
3.0 Photographic Reference Sites
Photos will be taken at each cross section as well as other monumented
reference sites throughout the restoration reach. These photos will indicate
aggradation, degradation, and/or bank erosion. If none exists, no remedial
action will be required. If aggradation, degradation, and/or bank erosion occurs,
the problem will be accessed and remedial actions will be planned, approved,
and implemented.
4.0 Biological Monitoring
Benthic macroinvertebrate sampling will be conducted before the project and will
continue for at least three years of monitoring after project completion.
Recommended Native Species for Stream Restoration
Trees
Yellow Buckeye Aescu/us octandra
Sweet Birch Betula lenta
River Birch Betula nigra
Bitternut Hickory Carya cordiformis
Shagbark Hickory Carya ovata
Persimmon Diospyros virginiana
Green Ash Fraxinus pennsylvanica
Carolina Silverbell Halesia caroliniana
Blackgum Nyssa sylvatica
Sycamore Platanus occidentalis
Black Cherry Prunus serotina
Black Willow Salixnigra
White Basswood Tilia heterphylla
Small Trees and Shrubs
Tag Alder Alnus serrulata
Serviceberry Amelanchier arbrea
Red Chokeberry Aronia arbutifolia
Common Pawpaw Asimina tnboba
Sweet-shrub Calycanthus floridus
Ironwood Caroinus caroliniana
Alternate Leaf Dogwood Comus alternifolia
Silky Dogwood Cornus amomum
Hazel-nut Corylus Americana
Witch Hazel Hamamelis virginiana
Winter Berry Ilex verticillata
Doghobble Leucothoe axillaries
Spicebush Lindera benzoin
Male-berry Lyonia ligustrina
Umbrella Tree Magnolia tripetala
Ninebark Physocarpus opulifolius
Wild Azalea Rhododendron periclymenoides
Swamp Azalea Rhododendron viscosum
Swamp Rose Rosa palustris
Silky Willow Salixsericea
Meadowsweet Spirea latifolia
Sweet Leaf Symplocos tinctoria
Withe-rod Viburnum cassinoides
Yellow-root Xant17or171za simPlicissima
Herbaceous
Jack-in-the-Pulpit Ansaema tnol7yllum
Swamp Milkweed Ascleplas Incarnate
Fringed Sedge Carex crinata
Bladder Sedge Carex intumescens
Hop Sedge Carexlupulina
Lurid Sedge Carexlunda
Broom Sedge Carexscoparia
Tussock Sedge Carexstricta
Fox Sedge Carex vulpinoides
Turtlehead Chelone glabra
Umbrella Sedge Cyperusstrigosus
Bottlebrush Grass Elymushystrix
Joe-Pye Weed Eupatorium dstulosum
Boneset Eupatorium perfoliatum
Jewelweed Impatiens capensis
Soft Rush Juncus effuses
Rice Cutgrass Leersia oryzoides
Cardinal Flower Lobelia cardinalis
Great Blue Lobelia Lobelia siphilitica
Seedbox Ludwigia alternifolia
Switchgrass Pamcum virgatum
Tea rth u mb Polygonum sagiitatum
Green Bulrush Scirpus atrovirens
Woolgrass Scirpus cypennus
Soft Stem Bulrush Scirpus validus
Bur-reed Spargamum americanum
March Fern Theypteris palustris
River Oats Uniola latifolia
Ironweed Vernonia noveboracensis

Upper Harris Creek, riffle
1010

1008
_ 1006
1004 -

w 1002 -------------------------------- -------------
1000

998
0 10 20 30 40 50 60 70 80
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
15.8 x-section area (ft.sq.) 40.5 W flood prone area (ft) 35 D50 Bed (mm)
17.2 width (ft) 2.4 entrenchment ratio 86 D84 Bed (mm)
0.9 mean depth (ft) 2.1 low bank height (ft) 90 threshold grain size (mm):
1.5 max depth (ft) 1.4 low bank height ratio
18.3 wetted parimeter (ft)
0.9 hyd radi (ft)
18.6 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
5.9 velocity (ft/s) 0.042 Manning's roughness 3.4 channel slope (°lQ)
94.0 discharge rate (cfs) 0.21 D'Arcy-Weisbach fric. 1.83 shear stress (lb/sq.ft.)
1.13 Froude number 6.1 resistance factor u/u* 0.97 shear velocity (ft/s)
3.3 relative roughness 11.6 unit strm power (lb/ft/s)
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?'
,?. ?? nay{1 < 1 b' ?3' ?
r ? x 1
d ??,
f
ktd ?? A" .?g dM???'?
.;711 r ,N ? ? F ?
:? }" ?` l
?> ',y
?. / i? ,o
? r? +ij?
,r ' e .,?i;'. ? .
LBFL15. Station 1+25 looking
upstream. Treatment: Armor toe.
Queens Gap Bank Failures UT1
RBUC. Station 1+60 looking downstream. Undercut bank. Treatment:
Log vane placement.
Station 3+00-6+00. This reach is severely incised with multiple bank failures.
Treatment: Channel relocation.
A? t ? ? A.
+'
y +1 ??? lYl'i'
LBUC25.
w a? ., ? ?';"'? y '? .b
1 pl ? K
?tiW { J .?? y ?` ???{ f?
I t'R.? ';,, ? Y? ? r ? ?, " ??
rrR ° ? ? ?
q' 'MI r' , . ? W s' ,? ? ? ? 1 1
? M ? 4
.
`r`r ???'!
i
I
.?
,Mj?? y?, (,J1? i.,
? h ?l? i AV 'i ?,? ? 1?. 1 f M
"t" ? "' ' ' At,? a U i ? ? rf ? f
Q? ?r ?
B?n? ? ? ?
F?' 1 l ?e
?? ?? ??-'
..: ?r '? ,. ? . '
1 \..
t? JJ `? rr r?,,
• II ?????w•q.,r?Y .I ,a 7A
!f? ??'
?J ?' ^'' 'y ? ,?y6 l:
p?? ??k????? ?Ah s ? .
M ?,6rj;? ..3?t?' y 19'? :?b,' +•'7'V'? '.•''S V" ?f ,.. 11
i a j t,
+FM , r ,?? ,i. may... ? '^ tiiP c "'?
a y
n1 ' ? ?
l ` ' r '1• 1J ?. A'.''.. ? ? i
Treatment: J-hook placement.
Station 6+50 looking downstream .

n.r
•, _ ?,
Debris Jam15. Station 7+60. Debris jam. Treatment: Removal.
LBUC25. Station 7+50. Treatment: Toe armor.

RBUC25. Station 11+00 looking downstream. Treatment: Log vane placement.
RBUC25. Station 10+75 looking
downstream. Treatment: Reslope.

RBUC10. Station 11+25 looking downstream. Treatment: Root wad placement.
3ueens Gar
yc ..p a f �rYir yi4�v,v
.,�1 .� v, a S"..'. ,�,. '�� �. • ��1� � �� , � '
!, rya �:, �,,,T :h. \�n �.._�L•+���-
.R_.�... 9'i YS� �4 '.. • f .R
i
51
UK
`C� • �t w � a
tow
.ri _ `� >� "� •
��y' _•y ,}iia•' ~ ��' I '� \'�^'„
jw
Al
AT
#a' j
- �� - � � .fir- -�-- .y � :� `/ 'R\ F;-�.•� �./ � ! :1j"'���_
-
_ -' -_ �% •."1 � r-^r"��y-_ "�' _ � iy. f _ rJ,t_• a '-�� •ate �' ` ih''�y 5,,�y3 S .'�t } - -
J
ON-
jowl
. 4 �..•.i'�'`� a - 'T - - � ..:� - /I' %1f'S'r,� I -7f� "tom - �,- � E� �
IF
14
Ir
r
ALI-
Ell
.S ..
u
L
_ - ,-,fir' _ ` •
r xb _\ -
'
N
f - f ✓� ' - -• ..ri. .� � �'�.' a may.. ��� � -

placement and root wads.
placement.
RBFL15. Station 18+25 looking downstream. Treatment: Log vane
RBUC20. Station 20+50 looking upstream. Treatment: 3-hook
Two 3-hooks.
LBUC50. Stations 21+50-22+00 looking upstream. Treatment:
Queens Gap Bank Failures Harris Creek Upper Reach above UT4
RBFL25. Station o+25 looking upstream and downstream. Treatment: J-hook
and root wad to protect bank.
`?
#.
R L
?' ?,
A
? ?y?r
;. ,.; .?
???1^.n l
L?41,l?jr ???,? ,?
` e?
'>. , , ?
M}'?•v.y tea, y?? RL y ;, 1?
si ? may. ??'? 5 '1
o yj „1'y. y. ???? ? X,? a?'?1 ?, t:a.M'7 ., .,?_ ?l '" i? ?'4
*- ,' ? ?' - ? ?, ? ?.c,r .p sue' a'?._'Y? ,?"?.?.? ? '' .?> ' '?
: ? i.
LBUC40. Station 1+00 looking upstream. Treatment: J-hook placement
to protect bank.
RBFL. Station 1+80 looking downstream. Treatment: J-hook and root wad
placement.
root wad placement.
and root wad installment.
LBUC. Station 2+30 looking downstream. Treatment: Cross Vane and
RBUC30. Station 3+25 looking downstream. Treatment: J-hook placement
and root wad placement.
wad placement.
LBUC 30. Station 3+50 looking upstream. Treatment: J-hook placement
LBUC 20. Station 4+25 looking upstream. Treatment: J-hook and root
F
RBFL 30. Station 7+25 looking upstream.
banks.
,+
Cross vane placement and reslope
LBUC 20. Station 5+00 looking direct. Treatment: J-hook placement.
Queens Gap Bank Failures UT4
RBUC20. Station 1360' looking downstream. Treatment: J- hook placement.
LBFL10. Station 1380' looking downstream. Treatment: J-hook placement.
RBUC15. Station 1600' looking upstream. Protect with root wads.
Queens Gap Enhancement Table
Stream Linear Description Comments & Multiplier Credit
Feet Recommendations
UTI 1233' 0+00-12+33 Enhancement Level I & II 1.5 822
0+00-
12+33
UT2 1800' 0+00-18+00 Enhancement Level I & II 1.5 1200
(Upper)
0+00-
24+00
UT2 500' 32+00- Enhancement Level I 1 500
(Lower) 500' 37+00 Enhancement Level I 1.5 333
24+00- 42+00-
50+00 47+00
UT3 1735' 0+00-17+00 Enhancement Level II 2.5 694
0+00-
17+35
UT4 400' 13+00- Enhancement Level I & II 1.5 266
0+00- 17+00
16+00
UT5 300 0+00-3+00 Enhancement Level I & II 1.5 200
0+00-
6+18
UT6 600' 0+00-6+00 Enhancement Level I&II 1.5 400
Below
Dam
Harris 600' 0+00-6+00 Enhancement Level I 1.0 600
(Upper)
0+00-
15+50
Harris 850' 20+00- Enhancement Level I 1.0 850
(Middle) 28+50
20+00-
44+00
Total 8,518' 5,865
Queens Gaa Bank Failures: UT-2 Station 24+00 - 50+00
?.
? -. `?
a ???.? x
r
f •?
\ ? ??
-??4
S ? ?1?r ? ? fv
;,?? ?.
.. , - .;r
?• ?i '? s
-? -' ?.
s
b?
?`
_'°?
LBFL. Station 27+00 looking downstream. Treatment: J-hook
placement.
RBUC36. Station 31+00 looking downstream. Treatment: J-hook
and root wad installment.
RBFL15. Station 33+00 looking downstream.
placement.
Treatment: Log vane
LBFL75. Station 37+00-37+75 looking downstream. Treatment:
Placement of structures such as a 3-hook, cross vane, and root wads.
RBUC26. Station 42+00 looking downstream. Incised stream and undercut.
Treatment: Root wad installment. Reslope.
RBUC20. Station 38+00. Treatment: 3-hook placement.
LBUC20. Station 42+00- 48+00 looking downstream. Example of this reach.
Banks need to be resloped.
banks.
RBUC20. Station 42+30. Typical of this reach. Treatment: Reslope
Queens Gap Bank Failures UT5
s s ? .fiber`
?' ?
l ??
? ? ?;
? ?? t ?"
" ?
. z
?? Fy1??
_ ?.r? ??.
s, ?.=?
':•?
w -<? :e^
1 ?_ ?'? o
y
:4s'
e .?*, ??
'?? '?
? "ate _ ? +? '?, V
P
` ,+i. 5
t ems`"
? ,??
LBUC20. Station 0+25. Treatment:
Reslope banks and root wad placement.
RBUC20. Station 2+60. Treatment: Reslope and root wad placement.
` rtr.
4:n ? ?cfq? a e i LBUC10. Station 3+20. Treatment: J-hook installment.
LBUC25. Station 5+25. Treatment: J-hook placement. Reslope banks
and cut a bankfull bench.
Next two pictures. LBUC 25. Station 5+50-6+00. Treatment: J-hook installment.

A
l f o '
f
- ?
Attachment B
Upper Harris Creek
Attachment C
Middle Harris Creek
Attachment D
Lower Harris Creek
Attachment E
UT1
Attachment F
Upper UT2
Attachment G
Lower UT2
Attachment H
UT3
Attachment I
UT4
Attachment J
UT 5
Attachment K
UT6
Attachment L
Morgan Creek (Reference Reach)
B4
Attachment M
Harris Creek (Reference Reach)
C4
Attachment N
Mitigation Table
z
0 0
O ?
CV
m -_

z I
z I /
000" V1+ :113"°Cif 0.00"'+N b
PYitn
IL-IJ
?- Reference
Reach C4
.?
Channel
/50 x ? N
? t f ? cj? ?? ~? Fri `•m
0

7
?t
taxi j
?n 6 0 W n +v • I N
082003' 0 00" 820 02' 0.00" W 820 01' 0.00" `o
Name: SUGAR HILL Location: 653438 ft. N 1099235 ft. E
Date: 11,121,12007 Caption: Harris Creek; Reference Reach; C4 Channel
Scale: 1 inch equals 2000 feet
Copyright (C) 1997, Maptech, Inc
Queens Gap Bank Failures Harris Creek Lower Reach below UT2
placement.
LBUC 30. Station 50+50 looking upstream. Treatment: J-hook installement.
RBUC 40. Station 47+50 looking upstream. Treatment: Log vane
LBUC 30. Station 52+00 looking direct. Treatment: Cross vane placement.
placement and reslope bank.
LBUC 40. Station 52+50 looking downstream. Treatment: Log vane
LBUC 30. Station
and reslope bank.
looking direct.
J-hook placement
RBUC20. Station 56+00 looking downstream: Hole 17. Treatment:
J-hook placement and reslope banks.
root wad placement.
RBFL50. Station 62+25 looking
downstream. Treatment: Armor
slope or possible relocation.
LBUC60. Station 59+25 looking downstream. Treatment: Log vane and

Queens Gap Harris Creek Station 3200'-5400' Longitudinal Profile
tbed -+-water srf -0-bankfull o x-section 0 riffle crest 0 pool o run glide x RTOB + LTOB Linear (RTOB) Linear (LTOB)
930

+ + x
x ++ +

910 V

y * * x x

W +x x
+ * X+ +* *
+ x x x
+ + ¥
°90

0 100 200 s0o 400 500 Roo 700 s00 900 1000 1100 1200 1x00 1400 1500 1800 1700 1800 1900 2000 2100
Channel Distance (ft)
slope (%} slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 1.4 --- 2097.7 (121 channel widths) --- --- ---
riffle 2.3 (076 - 5.2) 1.6 (0.5-3.7 64.2 (17.6 - 175.7) 3.7 (1 -10.1) --- ---
pool 0 (0-0.73) 0 (0-0.5) 34.3 (16.7 - 65.3) 2 (1 -3.8) 122.7 (48.5-23-, 7.1 (2.8-13.7)
run 3.3 (0.73-7.7) 2.4 (0.5 - 5.E 37.7 (23.7 - 86.8) 2.2 (1.4-5) --- ---
glide --- --- 30.8 (21.1 - 40.5) 1.8 (1.2-2.3) --- ---
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 2
very fine sand 0.062 0.125 2
fine sand 0.125 0.25 2
medium sand 0.25 - 0.5 3
coarse sand 0.5 1 3
very coarse sand 1 - 2 5
very fine gravel 2 4 1
fine gravel 4 - 6 3
fine gravel 6 - 8 18
medium gravel 8 - 11 12
medium gravel 11 - 16 44
coarse gravel 16 22 53
coarse gravel 22 32 64
very coarse gravel 32 45 67
very coarse ravel 45 64 60
small cobble 64 - 90 44
medium cobble 90 128 20
large cobble 128 - 180 2
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
405
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 405
Bed Surface Pebble Count,
'
r
100% silt/clay Harris Creek Station 3200'-5400'

sand gravel
-+-cumulative %

cobble boulder
# of particles

80
90%
70
80% ----- - - - - - - - - - - ---------

l 60
70% -

60% I
50

50% ----- - - - - - - - - - - ------ 40 °

Q
40%

30 -o

30%
20
20% ?-
10% 10
0% 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 12 mean 27.9 silt/clay 0%
D35 21 dispersion 2.3 sand 4%
D50 30 skewness -0.04 gravel 80%
D65 42 cobble 16%
D84 65 boulder 0%
D95 93
Harris Creek Station 3200'- 5400' Pattern
East West Distance
2600 3100 3600 4100 4600
2900
2700
25CW
U
4-
(n
23R
0
U)
210.0
0
z
1900
1700
Harris Creek Station 3200'-5400', riffle
931
930
929
928
0
> 927
a)
w
926
925
924
0
10
T ---- ------------ ............... blew.-----------..,
20 30 40 50 60 70 80
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
19.8 x-section area (ft.sq.) 45.7 W flood prone area (ft) 30 D50 Bed (mm)
15.5 width (ft) 3.0 entrenchment ratio 65 D84 Bed (mm)
1.3 mean depth (ft) 2.5 low bank height (ft) 51 threshold grain size (mm):
1.7 max depth (ft) 1.4 low bank height ratio
16.5 wetted parimeter (ft)
1.2 hyd radi (ft)
12.1 width-depth ratio
Bankfull Flow
5.5 velocity (ft/s)
108.9 discharge rate (cfs)
0.89 Froude number
Flow Resistance
0.036 Manning's roughness
0.14 D'Arcy-Weisbach Eric
7.5 resistance factor u/u*
6.0 relative roughness
Forces & Power
1.4 channel slope (%)
1.05 shear stress (lb/sq.ft.)
0.73 shear velocity (ft/s)
6.1 unit strm power (lb/ft/s)
Harris Creek Station 3200'-5400', pool
921
920.5
920
919.5
919
0 918.5
918
w 917.5
917
916.5
916
915.5
0
10
20 30
40 50
60
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
17.5 x-section area (ft.sq.) --- W flood prone area (ft) 30 D50 Bed (mm)
12.3 width (ft) --- entrenchment ratio 65 D84 Bed (mm)
1.4 mean depth (ft) 2.0 low bank height (ft) 55 threshold grain size (mm):
2.0 max depth (ft) 1.0 low bank height ratio
13.7 wetted parimeter (ft)
1.3 hyd radi (ft)
8.6 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
5.8 velocity (ft/s) 0.035 Manning's roughness 1.4 channel slope (%}
102.1 discharge rate (cfs) 0.14 D'Arcy-Weisbach fric. 1.12 shear stress (lb/sq.ft.)
0.91 Froude number 7.7 resistance factor u/u* 0.76 shear velocity (ft/s)
6.7 relative roughness 7.3 unit strm power (lb/ft/s)
Harris Creek Station 3200'-5400', riffle
916--
915-
914
913
0
> 912
a)
w
911
910
909
0
10
20 30 40 50
Width (ft)
60 70 80
Bankfull Dimensions Flood Dimensions Materials
16.2 x-section area (ft.sq.) 27.6 W flood prone area (ft) 30 D50 Bed (mm)
14.1 width (ft) 2.0 entrenchment ratio 65 D84 Bed (mm)
1.1 mean depth (ft) 3.3 low bank height (ft) 47 threshold grain size (mm):
1.7 max depth (ft) 1.9 low bank height ratio
14.8 wetted parimeter (ft)
1.1 hyd radi (ft)
12.3 width-depth ratio
Bankfull Flow
5.1 velocity (ft/s)
83.0 discharge rate (cfs)
0.87 Froude number
Flow Resistance
0.036 Manning's roughness
0.15 D'Arcy-Weisbach Eric
7.3 resistance factor u/u*
5.4 relative roughness
Forces & Power
1.4 channel slope (%)
0.95 shear stress (lb/sq.ft.)
0.70 shear velocity (ft/s)
5.2 unit strm power (lb/ft/s)

Harris Creek Station 3200'-5400', pool
902

901
900 -
899 ------ ----- ---_}.._.? ------

898
897

896
w 895
894 -
893
892

0 20 40 60 80 100 120
Width (ft)
Bankfull Dimensions Flood Di mensions Materials
31.9 x-section area (ft.sq.) 44.4 W flood prone area (ft) 30 D50 Bed (mm)
28.4 width (ft) 1.6 entrenchment ratio 65 D84 Bed (mm)
1.1 mean depth (ft) 5.3 low bank height (ft) 45 threshold grain size (mm):
2.6 max depth (ft) 2.0 low bank height ratio
30.2 wetted parimeter (ft)
1.1 hyd radi (ft)
25.3 width-depth ratio
Bankfull F low Flow Resistance Forces & Power
5.2 velocity (ft/s) 0.035 Manning's roughness 1.4 channel slope (%}
167.3 discharge rate (cfs) 0.14 D'Arcy-Weisbach Eric. 0.92 shear stress (lb/sq.ft.)
0.90 Froude number 7.6 resistance factor u/u* 0.69 shear velocity (ft/s)
5.3 relative roughness 5.1 unit strm power (lb/ft/s)
Harris Creek Station 3200'-5400', riffle
905
903
901
899
897
°- 895
n>i 893
w 891
889
887
885
10 20 30 40 50 60 70 80 90
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
27.9 x-section area (ft.sq.) 37.6 W flood prone area (ft) 30 D50 Bed (mm)
22.5 width (ft) 1.7 entrenchment ratio 65 D84 Bed (mm)
1.2 mean depth (ft) 3.9 low bank height (ft) 52 threshold grain size (mm):
1.9 max depth (ft) 2.0 low bank height ratio
23.0 wetted parimeter (ft)
1.2 hyd radi (ft)
18.1 width-depth ratio
Bankfull Flow
5.6 velocity (ft/s)
156.4 discharge rate (cfs)
0.90 Froude number
Flow Resistance
0.036 Manning's roughness
0.14 D'Arcy-Weisbach Eric.
7.6 resistance factor u/u*
Forces & Power
1.4 channel slope (%)
1.06 shear stress (lb/sq.ft.)
0.74 shear velocity (ft/s)
6.1 unit strm power (lb/ft/s)
5.8 relative roughness

Queen's Gap Harris Creek Station 1600'-3200' Longitudinal Profile
tbed -+-water srf -s-bankfull o x-section O riffle crest O pool o run glide x RTOB + LTOB Linear (RTOB) Linear (LTOB)
960

+ + X
X x x
+
+

+ +
X
X

640 +
X

LL X
X ti
920

0 200 400 600 600 1000 1200 1400 1600
Channel Distance (a)
slope (%} slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 1.7 --- 1545.8 (88.8 channel widths) --- --- ---
riffle 3 (11 - 8) 1.8 (0.6-4.7 84.4 (26.4-168) 4.8 (1.5 - 9.6) --- ---
pool 0 (0-0.54) 0 (0-0.3) 34.5 (21.9 - 48.5) 2 (13 - 2.8) 130.4 (62.4 - 24? 7.5 (3.6-14)
run 2.4 (0.87-4.6) 1.4 (0.5-2.7 34.2 (18.2 - 67.5) 2 (1 -3.9) --- ---
glide --- --- 33.1 1.9 --- ---
LOX ?K? V'
Harris Creek Station 1600'-3200', riffle
956

955
954
953
i 952 ----- ------------ -- -----
'
951
w
950
949
948

0 20 40 60 80 100 120
Width (ft)
Bankfull Dimensions Flood Di mensions Materials
18.2 x-section area (ft.sq.) 54.2 W flood prone area (ft) 44 D50 Bed (mm)
22.6 width (ft) 2.4 entrenchment ratio 94 D84 Bed (mm)
0.8 mean depth (ft) 2.9 low bank height (ft) 41 threshold grain size (mm):
1.8 max depth (ft) 1.6 low bank height ratio
23.1 wetted parimeter (ft)
0.8 hyd radi (ft)
28.1 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
3.9 velocity (ft/s) 0.043 Manning's roughness 1.7 channel slope (°lQ)
70.0 discharge rate (cfs) 0.23 D'Arcy-Weisbach fric. 0.83 shear stress (lb/sq.ft.)
0.77 Froude number 5.9 resistance factor u/u* 0.66 shear velocity (ft/s)
2.6 relative roughness 3.3 unit strm power (lb/ft/s)
Harris Creek Station 1600'-3200', riffle
952
951
950
949
948
947
a>i 946
w 945
944
943
942
0
20
40 60
80 100 120
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
19.0 x-section area (ft.sq.) 71.0 W flood prone area (ft) 44 D50 Bed (mm)
12.2 width (ft) 5.8 entrenchment ratio 94 D84 Bed (mm)
1.6 mean depth (ft) 3.2 low bank height (ft) 71 threshold grain size (mm):
2.6 max depth (ft) 1.2 low bank height ratio
13.9 wetted parimeter (ft)
1.4 hyd radi (ft)
7.9 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
6.1 velocity (ft/s) 0.039 Manning's roughness 1.7 channel slope (%}
116.7 discharge rate (cfs) 0.16 D'Arcy-Weisbach fric. 1.45 shear stress (lb/sq.ft.)
0.93 Froude number 7.1 resistance factor u/u* 0.86 shear velocity (ft/s)
5.0 relative roughness 10.1 unit strm power (lb/ft/s)
Harris Creek Station 1600'-3200', pool
941
940
939
938 '7-
7
w 937
936 -
935
0 10 20
30 40 50 60
70 80 90 100
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
19.8 x-section area (ft.sq.) --- W flood prone area (ft) 44 D50 Bed (mm)
23.1 width (ft) --- entrenchment ratio 94 D84 Bed (mm)
0.9 mean depth (ft) 2.6 low bank height (ft) 42 threshold grain size (mm):
1.9 max depth (ft) 1.4 low bank height ratio
24.4 wetted parimeter (ft)
0.8 hyd radi (ft)
27.0 width-depth ratio
Bankfull Flow
4.0 velocity (ft/s)
78.4 discharge rate (cfs)
0.78 Froude number
Flow Resistance
0.043 Manning's roughness
0.23 D'Arcy-Weisbach Eric
5.9 resistance factor u/u*
2.8 relative roughness
Forces & Power
1.7 channel slope (%)
0.86 shear stress (lb/sq.ft.)
0.67 shear velocity (ft/s)
3.6 unit strm power (lb/ft/s)
iz
(h
O
v
?- • I1
G
O
O
O
Lf1
O
. , o

Reference
Reach B4
Channel

I
6°W
M
0
z
0
0
0
Name: SUGAR HILL Location: 666510 ft. N 1096687 ft. E
Date: 11/21/2007 Caption: Morgan Creek; Reference Reach; 64 channel
Scale: 1 inch equals 2000 feet

Stream: Reference Reach Morgan Creek
Watershed: Broad Rarer Basin
Location. 5 miles east of Whitehouse, NC.
Latitude: 35:54109
Longitude: 32.03464
State NO
County. Rutherford
Date. N,wember 16, 2006
Observers. Mitchell, Newton, Hart, Jolly
Channel type: B4
Drainage area (sq mi.): 0.14
notes: ConpleteJ brgiluJin21 profile, pan pebble counts, and three
cross salons.
Dimension bankiu
typical ll channe
min l
max
lo,xlplain. wiCtth ilo rs7 prone area Rt) 168 14.6 19.0
loovbank. heKlht ((t) 0.:3 0.7 1.0
riffle-run: x-area bankiull (sq.it) 3.6 30 4.2
r,idlh bankiull (ft) 3.2 7.0 9.4
mean depth (ft) 0.44 0.4 0.4
rnas depth(tt) 0.3 0.7 0.9
hydraulic raflius(rr;i 114 _
..
col:
p x-area pool (agtt) 3.6 3.6 3.6
-ovic7h pool (tt) 7.6 Z6 7.6
ma>:depih pool ((q 1.2 1.2 12
h'draullc radius fftl 04
dimensionless ratios: typical min max
WIdlh depth ratio 187 16A 21,1
entranchrnent ralo 2.0 iB 2.3
riffle max depth ratio 1.7 1.6 1.9
banK hep ht ratio 1.1 0.9 1.3
pool area ratio 1.6 1.0 1.0
peal vlialh ratio
' 0.9 0.9 0.9
ax Cls Nn ratio
Poor ma" 2.3 2.3 2.3
hydraulics: typical min max
discharge rate cis) 16.2 12.6 19.7
channel slope (/,)
.... ... 3.4

riffle-run

min

max

pool
velxay (ft's) 4.5 4.2 4.7 4.5
Rroude number 1.23 1.19 1.25 1.51
shear stress (,Ibstsq.it) 11.677 -- --- 0.333
shear velwf,, (Wl i 0.673 --- --- 0.677
stream power (Ihlsj 34.3 2G7 41.9
unit stream power (Ibtftfs) 4.190 3.335 4.434
relative roughness 53.4 --- ---
fricti0nfactor uiu" 6.5 6.3
threshold grain size(C-0.06)(rn rn) 481 - -
snield's ammeter 1 (:
Pattern
typical
min
max
meander length (ft) 1720 - -
bell svidtri((t) 40.0 - -
arnpluude(tt) 40.0 --- --
radius ? ---
areangle
(clegre-nhi
-
--
-
stream length itt°i 243.4
valley length itri 2317
':inu?tdd 1.5
Meander Length Ratio 21.0 --- ---
MeanderV,10ttiRatio 4.9 --- ---
Radius Ratio 21
---
Profile
typical min max
pool-pool spacing (t) 33.7 11.4 59,9
tltfle I. »'t (R) 180 3.4 383
pool length (tt) 7.1 2.5 26.1
ruI length irPi 7.1 1.9 19,0
glidelength(tt) 85
-
channel nalc'pa (R6) 3A
rdfle slope ig6) 4.1 0.57 9.5
In. slope°'..1 0 35
iun slope 13 0.57 59

n.asur s lld- --
au 'slop tr)n- mussIr vst7
Pith, Length Ratio - 2
L 0.4 4.7
Pool Length Ratio i t) 013 32
Run Length Ratio 09 0.2 2,2
Glide Length Ratio 1 -- ---
RiffleSlopiPatio 1.2 0.2 2,9
Pool Sloiie Ratio 0 0 1
Run Slope Ratio 3.3 02 171
Glide Slope Ratio t5 - --
Pcol S acing Ratio 4.1 1.4 7.2
Channel Materials
e
Surface
R35 pn nit 1.4 _-
?50Imm) --- --- --
D35(mm] 4.4 --- --- --
DEW porn) 34 --- --- ---
D95pnm) 33 -- --- ---
mean Irnm) 2.3 ---
dispersien 12.2 ---
skenvness 0.0 ---
Shape Factor
%SilllClay 6% --- --- ---
Sand 39%
---
---
---
°rS Gravel 46% --- --- ---
3.; CON. 10%
---
---
--- I
%ewder m; --- -- ---
% Bedrock
%Clay Hardpan --- ---
% Detrdus`ti, '-d -- ---
r: P,rtrtieial -- -
L.u,lP,1oYlie mm
Attachment A
NC Prism Maps

0 0

c o d- av cv c? o o T N
0

1

1

1
? /
yl ?
VI
T o a

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00
6
00
6
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r C14 114- CC) Co 0 ql;dl co C14 co
"'F' "t "* d' LO LO LO co co
as ' l
, ' qq ' L L L

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Q o ? o o o o ? o a o

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co
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raw
C
o
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cfl?
0

Map
3800
a?
V
`v
0
C-
4-
Z3
0
0
z
3600
3400
3200
3000
2800
2600
Harris Creek 1600'-3200' Pattern
East West Distance
4900 4800 4700 4600 4500 4400
4300 4200 4100
Upper Harris Creek Pattern
East West Distance
4990 4970 4950 4930 4910 4890 4870 4850 4830 4810
5100
5050
5000
4950
oc 4900
Cu
a
4850
0
0 4800
z
4750
4700
4650
4600 ' '
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062
very fine sand 0.062 0.125
fine sand 0.125 0.25
medium sand 0.25 - 0.5
coarse sand 0.5 1
very coarse sand 1 - 2 6
very fine gravel 2 4 2
fine gravel 4 - 6 4
fine gravel 6 - 8 4
medium gravel 8 - 11 4
medium gravel 11 - 16 14
coarse gravel 16 22 11
coarse gravel 22 32 26
very coarse gravel 32 45 29
very coarse ravel 45 64 38
small cobble 64 - 90 25
medium cobble 90 128 30
large cobble 128 - 180 5
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
198
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 198
Bed Surface Pebble Count,
'
r
100% silt/clay Harris Creek Station 1600'-3200'

sand gravel
-+-cumulative %

cobble boulder
# of particles

40
90%
35
' 80% ----- - - - - - - - - - - - - - - - - - - - -

l 30
70% -
60% 25

50% ----- -- -------- -------- 20 °

Q
40%

15 o

30%
10
20% --
10% 5
0% 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 15 mean 37.5 silt/clay 0%
D35 31 dispersion 2.5 sand 3%
D50 44 skewness -0.08 gravel 67%
D65 59 cobble 30%
D84 94 boulder 0%
D95 120
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062
very fine sand 0.062 0.125
fine sand 0.125 0.25
medium sand 0.25 - 0.5
coarse sand 0.5 1 2
very coarse sand 1 - 2 5
very fine gravel 2 4 2
fine gravel 4 - 6 1
fine gravel 6 - 8 1
medium gravel 8 - 11 5
medium gravel 11 - 16 4
coarse gravel 16 22 15
coarse gravel 22 32 12
very coarse gravel 32 45 11
very coarse ravel 45 64 13
small cobble 64 - 90 15
medium cobble 90 128 12
large cobble 128 - 180 2
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
100
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 100
Bed Surface Pebble Count,
'
100% silt/clay Upper Harris Creek

sand gravel
-+-cumulative %
cobble boulder
# of particles
16
90%
14
'
-
80% ----- - - - - - - - - - - - - - - - - - - -

l 12
70% -
60% 10

aa) 50% ----- - - - - - - - - - - ------- 8 0
o
Q
40% I

6 o

30%
I 4
20% -

10% I
I
I
2
0% 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 11 mean 30.8 silt/clay 0%
D35 22 dispersion 2.8 sand 7%
D50 35 skewness -0.06 gravel 64%
D65 54 cobble 29%
D84 86 boulder 0%
D95 120
Morgan Creek Pattern
4900
4950
5000
CO
0
5050
0
0
z 5100
5150
5200
5100 5050 5000 4950 4900
East West Distance
4850 4800
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 11
very fine sand 0.062 0.125 11
fine sand 0.125 0.25 11
medium sand 0.25 - 0.5 11
coarse sand 0.5 1 11
very coarse sand 1 - 2 33
very fine gravel 2 4 38
fine gravel 4 - 6 14
fine gravel 6 - 8 7
medium gravel 8 - 11 5
medium gravel 11 - 16 3
coarse gravel 16 22 7
coarse gravel 22 32 4
very coarse gravel 32 45 6
very coarse ravel 45 64 8
small cobble 64 - 90 12
medium cobble 90 128 2
large cobble 128 - 180 5
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
199
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------
total count:
Note: XS 2 & 3 Pebble count 199
Bed Surface Pebble Count,
'
100% silt/clay Reference Reach Morgan Creek

sand gravel
-cumulative %
cobble boulder
# of particles
40
90%
35
' 80% - ----- --- --------- -- ------

I 30
70% -
60% j 25

50%
-----
- -
- - - - - - - - I
I
20
°

Q
40% I

15

30%
I I 10
20%

10% I
I
I I
5
0% 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 0.23 mean 2.8 silt/clay 6%
D35 1.4 dispersion 12.2 sand 39%
D50 2.5 skewness 0.03 gravel 46%
D65 4.4 cobble 10%
D84 34 boulder 0%
D95 83

Stream: Reference Reach Morgan Creek
Watershed: Broad River Basin
Location: 5 miles east of Whitehou se, NC.
Latitude: 35.54109
Longitude: 82.03464
State: NC
County: Rutherford
Date: November 16 , 2006
Observers: Mitchell, Newton, Hart, J olly
Channel type: B4
Drainage area (sq.mi.): 0.14
notes: Completed longitudinal profile, two pebble counts, and three
cross sections.
Dimension ba nkfull channe l
typical min max
floodplain: width flood prone area (ft) 16.8 14.6 19.0
low bank height (ft) 0.8 0.7 1.0
riffle-run: x-area bankfull (sq.ft.) 3.6 3.0 4.2
width bankfull (ft) 8.2 7.0 9.4
mean depth (ft) 0.44 0.4 0.4
max depth (ft) 0.8 0.7 0.8
hydraulic radius (ft) 0.4
pool: x-area pool (sq.ft.) 3.6 3.6 3.6
width pool (ft) 7.6 7.6 7.6
max depth pool (ft) 1.2 1.2 1.2
hydraulic radius ft 0.4
dimensionless ratios: typical min max
width depth ratio 18.7 16.4 21.1
entrenchment ratio 2.0 1.8 2.3
riffle max depth ratio 1.7 1.6 1.9
bank height ratio 1.1 0.9 1.3
pool area ratio 1.0 1.0 1.0
pool width ratio 0.9 0.9 0.9
pool max depth ratio 2.8 2.8 2.8
hydraulics: typical mill max
discharge rate (cfs) 16.2 12.6 19.7
channel slope (%) 3.4
riffle-run
min
max
pool
velocity (ft's) 4.5 4.2 4.7 4.5
Froude number 1.23 1.19 1.25 1.51
shear stress (lbsisq.ft.) 0.877 --- --- 0.888
shear velocity (ft's) 0.673 --- --- 0.677
stream power (lb/s) 34.3 26.7 41.9
unit stream power (lb/ft's) 4.180 3.835 4.434
relative roughness 53.4
friction factor u/u* 6.7 6.5 6.8
threshold grain size (t*=0.06) (mm) 43.1 -- ---
Shield's parameter 1.034
Pattern
typical
min
max
meander length (ft) 172.0
belt width (ft) 40.0 --- ---
amplitude (ft) 40.0
radius (ft) 17.1
are angle (degrees) ---
stream length (ft) 348.4
valley length (ft) 231.7
Sinuosity 1.5
Meander Length Ratio 21.0
Meander Width Ratio 4.9 --- ---
Radius Ratio 2.1 --- ---
Profile
typical min max
pool-pool spacing (ft) 33.7 11.4 58.9
riffle length (ft) 18.0 3.4 38.8
pool length (ft) 7.1 2.5 26.1
run length (ft) 7.1 1.8 18.0
glide length (ft) 8.5 --- ---
channel slope (°/) 3.4
riffle slope (%) 4.1 0.57 9.5
pool slope (%) 0 0 3.5
run slope (°I°) 13 0.57 58
glide slope (°/) 5 --- ---
measured valley slope (°/ )
valley slope from sinuosity (°/) 231.7
Riffle Length Ratio 22 0.4 4.7
Pool Length Ratio 0.9 0.3 3.2
Run Length Ratio 0.9 0.2 2.2
Glide Length Ratio 1 --- ---
Riffle Slope Ratio 1.2 0.2 2.8
Pool Slope Ratio 0 0 1
Run Slope Ratio 3.8 0.2 17.1
Glide Slope Ratio 1.5 --- ---
Pool Spacing Ratio 4.1 1.4 7.2
Channel Materials Bed
Surface
D16 (mm) 0.23 --- ---
D35 (mm) 1.4
D50 (mm) 2.5 --- ---
D65 (mm) 4.4 --- --- ---
D84 (mm) 34 --- --- ---
D95 (mm) 83 --- --- ---
mean (mm) 2.8 ---
dispersion 12.2 ---
skewness 0.0
Shape Factor
% Silt'Clay 6% --- --- ---
°% Sand 39% --- --- ---
°% Gravel 46% --- --- ---
% Cobble 10% --- --- ---
% Boulder 0°% --- ---
% Bedrock --- ---
% Clay Hardpan ---
% Detritus/Wood --- ---
°% Artificial
Largest Mobile (mm)
Reference Reach Morgan Creek, riffle
1000
999
998
997
996
995
994
U' 993
992
991
990
0 10
20 30 40 50 60 70 80
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
4.2 x-section area (ft.sq.) 19.0 W flood prone area (ft) 2.5 D50 Bed (mm)
9.4 width (ft) 2.0 entrenchment ratio 34 D84 Bed (mm)
0.4 mean depth (ft) 1.0 low bank height (ft) 45 threshold grain size (mm):
0.8 max depth (ft) 1.1 low bank height ratio
9.7 wetted parimeter (ft)
0.4 hyd radi (ft)
21.1 width-depth ratio
Bankfull Flow
4.7 velocity (ft/s)
19.7 discharge rate (cfs)
1.25 Froude number
Flow Resistance
0.034 Manning's roughness
0.17 D'Arcy-Weisbach Eric
6.8 resistance factor u/u*
4.0 relative roughness
Forces & Power
3.4 channel slope (%)
0.92 shear stress (lb/sq.ft.)
0.69 shear velocity (ft/s)
4.4 unit strm power (lb/ft/s)
Reference Reach Morgan Creek, riffle
996
995
994
993
992
°- 991
i?
(> 990
w 989
988
987
986
20
40 60
80 100 120
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
3.0 x-section area (ft.sq.) 14.6 W flood prone area (ft) 2.5 D50 Bed (mm)
7.0 width (ft) 2.1 entrenchment ratio 34 D84 Bed (mm)
0.4 mean depth (ft) 0.7 low bank height (ft) 41 threshold grain size (mm):
0.7 max depth (ft) 1.0 low bank height ratio
7.6 wetted parimeter (ft)
0.4 hyd radi (ft)
16.4 width-depth ratio
Bankfull Flow
4.2 velocity (ft/s)
12.6 discharge rate (cfs)
1.19 Froude number
Flow Resistance
0.035 Manning's roughness
0.19 D'Arcy-Weisbach Eric.
6.5 resistance factor u/u*
Forces & Power
3.4 channel slope (%)
0.83 shear stress (lb/sq.ft.)
0.66 shear velocity (ft/s)
3.8 unit strm power (lb/ft/s)
3.8 relative roughness
Reference Reach Morgan Creek, pool
988.5
987.5
987
C
986.5
c?
986
w
988
985.5
984.5
985
0
5
10 15 20
25
30
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
3.6 x-section area (ft.sq.) --- W flood prone area (ft) 2.5 D50 Bed (mm)
7.6 width (ft) --- entrenchment ratio 34 D84 Bed (mm)
0.5 mean depth (ft) 2.8 low bank height (ft) 44 threshold grain size (mm):
1.2 max depth (ft) 2.3 low bank height ratio
8.6 wetted parimeter (ft)
0.4 hyd radi (ft)
16.3 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
4.7 velocity (ft/s) 0.032 Manning's roughness 3.4 channel slope (%}
17.0 discharge rate (cfs) 0.16 D'Arcy-Weisbach fric. 0.89 shear stress (lb/sq.ft.)
1.29 Froude number 7.0 resistance factor u/u* 0.68 shear velocity (ft/s)
4.2 relative roughness 4.7 unit strm power (lb/ft/s)
;-
Morgan Creek Reference Reach
1-bed -+-water srf 0 bankfull 0 x-section O riffle crest O pool o run glide x RTOB + JOB Linear (RTOB) Linear (LTOB)
1000

995
11111 jrliim,?:111 +

+
990 \ ? ? ?
w

985
+
980

0 50 100 150 200 250 300 350
Channel Distance (ft)
slope % slope ratio length ft length ratio pool-pool spacing (ft) p-p ratio
reach 3.4 --- 348.4 (42.4 channel widths) --- --- ---
riffle 4.1 (0.57-9.5) 1.2 (0.2 - 2.E 18.0 (3.4-38.8) 2.2 (0.4-4.7) --- ---
pool 0 (0-3.5) 0 (0-1) 7.1 ( 2,5-26.1) 0.9 (0.3-3.21) 33.7 (11.4-58. 4.1 (1.4-7.2)
run 13 (0.57-58) 3.8 (0.2-17. 7.1 (1.8-18) 0.9 (0.2-2.2) --- ---
glide 5 1.5 8.5 1 --- ---
Harris Creek Reference Reach Pattern
-200 -150 -100

East (Nest Distance
- 50 0 50
100 150 200
50
0
-50
-100
U
-150
U)
D
-200
0
-250 0
z
-300
-350
-400
-450
Harris Creek Reference Reach, Riffle
0
as
w
0 20 40 60 80 100
Width
120 140
Bankfull Dimensions Flood Dimensions Materials
17.3 x-section area (ft.sq.) 113.8 W flood prone area (ft) 35 D50 Riffle (mm)
24.0 width (ft) 4.7 entrenchment ratio 71 D84 Riffle (mm)
0.7 mean depth (ft) 2.3 low bank height (ft) 18 threshold grain size (mm):
1.7 max depth (ft) 1.3 low bank height ratio
25.1 wetted parimeter (ft)
0.7 hyd radi (ft)
33.2 width-depth ratio
Bankfull Flow
2.7 velocity (ft/s)
47.6 discharge rate (cfs)
0.58 Froude number
Flow Resistance
0.039 Manning's roughness
0.20 D'Arcy-Weisbach fric,
6.3 resistance factor u/u*
3.1 relative roughness
Forces & Power
0.85 channel slope (%)
0.37 shear stress (lb/sq.ft.)
0.43 shear velocity (ft/s)
1.05 unit strm power (lb/ft/s)

Harris Creek Reference Reach, Riffle
96

95
94
0 93
92
T
w
91
--------
?,----------
-----
-------------------
------ -
- - -
90 - -
89
88

0 20 40 60 80 100 120 140
Width
Bankfull Dimensions Flood Dim ensions Materials
25.5 x-section area (ft.sq.) 103.6 W flood prone area (ft) 35 D50 Riffle (mm)
23.3 width (ft) 4.4 entrenchment ratio 71 D84 Riffle (mm)
1.1 mean depth (ft) 2.2 low bank height (ft) 28 threshold grain size (mm):
1.8 max depth (ft) 1.2 low bank height ratio
23.9 wetted parimeter (ft)
1.1 hyd radi (ft)
21.4 width-depth ratio
Bankfull Flow Flow Resi stance Forces & Power
3.8 velocity (ft/s) 0.037 Manning's roughness 0.85 channel slope (%)
97.5 discharge rate (cfs) 0.16 D'Arcy-Weisbach fric. 0.56 shear stress (lb/sq.ft.)
0.65 Froude number 7.1 resistance factor u/u* 0.54 shear velocity (ft/s)
4.7 relative roughness 2.2 unit strm power (lb/ft/s)

Harris Creek Reference Reach, Pool
101

100
99
.. ..........
...... - _ ------

_
r?
------

-------

--

0 98
97 _
w 96
95

94

93

0 10 20 30 40 50 60 70 80 90
Width
Bankfull Dimensions Flood Di mensions Materials
31.9 x-section area (ft.sq.) 44.4 W flood prone area (ft) 35 D50 Riffle (mm)
28.5 width (ft) 1.6 entrenchment ratio 71 D84 Riffle (mm)
1.1 mean depth (ft) 5.3 low bank height (ft) 27 threshold grain size (mm):
2.6 max depth (ft) 2.0 low bank height ratio
30.3 wetted parimeter (ft)
1.1 hyd radi (ft)
25.4 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
4.0 velocity (ft/s) 0.036 Manning's roughness 0.85 channel slope (%)
126.2 discharge rate (cfs) 0.15 D'Arcy-Weisbach fric. 0.56 shear stress (lb/sq.ft.)
0.68 Froude number 7.4 resistance factor u/u* 0.54 shear velocity (ft/s)
4.8 relative roughness 2.3 unit strm power (lb/ft/s)

Harris Creek Reference Reach
+bed - -water srf -*-bankfull d x-section 0 riffle crest 0 pool ? run glide x rtob + Itob - ---

104
X + Vii.
102 + +
X X
+
100 + X X X XX X + X + + 1+0+( X X + X + + + ++

ca
n 98

-
x
X XX
w
96
I
II -', A
94
92

0 50 100 150 200 250 300 350 400 450 500
Channel Distance (ft)
slope (%) slope ratio length (ft) length ratio pool-pool Spacing (ft) p-p ratio
reach 0.65 --- 470.0 (19.9 channel widths) --- --- ---
riffle 1.6 (0- 2.7) 1.9 (0- 3.2) 28.0 (9-98) 1.2 (0.4 - 4.1) --- ---
pool 0.29 (0- 1.4) 0.3 (0- 1.6) 12.3 (3-26) 0.5 (0.1 - 1.1) 72.8 (48 - 148) 3.1 (2-6.3)
run 1.6 (0- 5.4) 1.9 (0- 6.4) 18.6 (5-31) 0.8 (0.2 - 1.3) --- ---
glide 0 (0 - 1) 0 (0. 1.2) 8.3 (4.18) 0.4 (02 - 0.8) --- --.
Riffle Surface
Material
Size Range (mm;
Count
silt/clay 0 -0.062 2
very fine sand 0.062 -0.125 2
fine sand 0.125 -0.25 2
medium sand 0.25 -0.5 2
coarse sand 0.5 - 1 3
very coarse sand 1 - 2 5
very fine gravel 2 -4 1
fine gravel 4 -6 3
fine gravel 6 -8 8
medium gravel 8 - 11 9
medium gravel 11 - 16 17
coarse gravel 16 - 22 16
coarse gravel 22 - 32 22
very coarse gravel 32 - 45 35
very coarse ravel 45 - 64 35
small cobble 64 - 90 30
medium cobble 90 - 128 10
large cobble 128 - 180 1
very large cobble 180 -256
small boulder 256 -362
small boulder 362 -512
medium boulder 512 - 1024
large boulder 1024 -2048
very large boulder 2048 - 4096
total particle count:
203
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 203
Riffle Surface Pebble Count,

100% silt/clay Harris Creek Reference Reach

sand gravel
F-cumulative %
cobble boulder
# of particles
40
90%

- - - - -

- - -

- - - - - - - -

---------
35
- 80% I -
30
70% T

a

°

60 /o T

I

25

3

Cr
FT

50%
- - - - -
- - -
- - - - - - - -
-------- I
I
20
°

CL 40% j
15
?
I I
30% I I N
10
20% I I ,

10% I
I
I I
I
I
5
0% 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 9.4 mean 25.8 silt/clay 1%
D35 22 dispersion 2.9 sand 7%
D50 35 skewness -0.14 gravel 72%
D65 47 cobble 20%
D84 71 boulder 0%
D95 93
Queens Gap UT1 Enhancement Summary
Existing Conditions

VARIABLES Steam Name
Unit
UT1
County Rutherford
Notes:
Responsible Crew Crew
Stream Type C4
Drainage Area sq. mile 0.13
Bankfull Width (Wbkf) ft 4.60
min/max 4.5/4.6
Bankfull Mean Depth (Dbkf) ft 0.77
min/max 0.80
Width/De th Ratio (Wbkf/Dbkf) 5.97
min/max 5.9/6
Bankfull Cross-Sectional Area (Abkf) sq. ft 3.54
min/max 3.5/3.5
Wetted Perimeter (wet perim) ft 6.14
est 2*Dbkf + Wbkf 6.14
Width Flood prone Area (Wf a) ft 14.30
min/max 13.2/15.3
Entrenchment Ratio 3.11
min/max 2.9/3.4
Sinuosity (K) 1.26
I
Bankfull Mean Velocity (Ubkf) ft/sec 7.60
Bankfull Discharge (Qbkf) cfs 26.92
Hydraulic Radius (Abkf /wet perim) 0.58
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 1.224
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.795
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 12.416
Friction factor (U/U*) 9.56
D50 mm 2.10
D84 mm 19.00

Bankfull Maximum Depth (dmbkf) ft 1.10
riffle min/max 1.1/1.2
Maximum Riffle Depth/Mean Riffle Depth 1.43
Low Bank height ft 1.40
Low Bank Height/Max Riffle Depth 1.27
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.04
Channel Slope (S) 0.03
Pool Slope (Sp) 0.00
min/max 0/.045
Pool Slope / S 0.00
Riffle Slope (Srf1) 0.04
min/max .0067/.15
Srfl / S 1.29
Run Slope (Srun) 0.11
min/max .069/.19
Srun / S 3.24
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 1.10
Dmpd / Dbkf ratio 1.43
Max Run Depth (Dmrun) ft 1.10
Dmrun / Dbkf 0.24
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 5.20
Wbkfp / Wbkf 1.13
Pool - Pool spacing ft 62.10
min/max 18.8/177
Pool - Pool I Wbkf 13.50
Pool Length 14.70
Pool Length Ratio 3.20
Riffle Length 37.50
Riffle Length Ratio 8.15
Glide Length
Glide Length Ratio
Run Length 11.60
Run Length Ratio 2.52
Channel Materials
D 16 mm 0.48
D35 mm 1.40
D50 mm 2.10
D 84 mm 19.00
D 95 mm- 44.00

4.60 23.70 6.52
23.3/24
0.77 0.91 0.54
.7/1.1
5.97 26.04 #DIV/0! 12.00
21.4/33.2
3.54 21.567 3.54
17.3/25.5 3.542533
25.52 7.61
25.52 0.00 7.61
14.30 108.7 20.00
103.6/113.8
3.11 4.59 #DIV/0! 3.07
7.60 3.4 7.63
26.92 73.3278 27.00
0.85 0.47
0.443 0.99
1.266 0.714
1.622 1 F- 8.786
1.118 #DIV/0! 1.12
90.00 n/a 24.76
3.80 #VALUE! 3.80

0.04 0.01 0.04
0.03 0.01 0.03
0.04 0.02 0.06
0/.027
1.29 1.90 1.90
0.11 0.02 0.06
0/.054
3.24 1.90 1.90
#DIV/O! 0.00 0.016
0/.01
0.00 0.48 0.48
1.10 2.60 1.55
1.43 2.86 2.86
28.50 7.84
1.20 #DIV/0! 1.20
62.10 72.80 20.0276
0.32
13.50 3.07 4DIV/0! 3.07
18.60 5.116962025
0.78 0.78
9.40 0.48
22.00 1.40
35.00 2.10
12/18/2007
Queens Gap UT2 Lower Enhnacement Summary
Existing Conditions

VARIABLES Steam Name
Unit
UT2 Lower
County Rutherford
Notes:
Responsible Crew Crew
Stream Type C4
Drainage Area sq. mile 0.5
Bankfull Width (Wbkf) ft 9.80
min/max 8.4/11.6
Bankfull Mean Depth (Dbkf) ft 0.96
min/max .8/1.1
Width/De th Ratio (Wbkf/Dbkf) 10.21
min/max 7.5/14.2
Bankfull Cross-Sectional Area (Abkf) sq. ft 9.50
min/max 9.5/9.5
Wetted Perimeter (wet perim) ft 11.72
est 2*Dbkf + Wbkf 11.72
Width Flood prone Area (Wf a) ft 23.40
min/max 18.8/26.2
Entrenchment Ratio 2.39
min/max 1.9/2.7
Sinuosity (K) 133
ONW
I
Bankfull Mean Velocity (Ubkf) ft/sec 6.30
Bankfull Discharge (Qbkf) cfs 59.27
Hydraulic Radius (Abkf /wet perim) 0.81
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 1.062
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.740
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 7.925
Friction factor (U/U*) 8.51
D50 mm 12.00
D84 mm 31.00

Bankfull Maximum Depth (dmbkf) ft 1.50
riffle min/max 1.1/1.6
Maximum Riffle Depth/Mean Riffle Depth 1.56
Low Bank height ft 1.50
Low Bank Height/Max Riffle Depth 1.00
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.03
Channel Slope (S) 0.02
Pool Slope (Sp) 0.00
min/max 0/.047
Pool Slope / S 0.15
Riffle Slope (Srf1) 0.03
min/max .017/.038
Srfl / S 1.29
Run Slope (Srun) 0.07
min/max .022/.15
Srun / S 3.14
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 1.80
Dmpd / Dbkf ratio 1.88
Max Run Depth (Dmrun) ft 1.50
Dmrun / Dbkf 0.15
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 7.40
Wbkfp / Wbkf 0.76
Pool - Pool spacing ft 179.20
min/max 79.4/379.5
Pool - Pool I Wbkf 18.29
Pool Length 28.90
Pool Length Ratio 2.95
Riffle Length 155.80
Riffle Length Ratio 15.90
Glide Length 1120
Glide Length Ratio 135
Run Length 22.40
Run Length Ratio 2.29
Channel Materials
D 16 mm 0.20
D35 mm 3.70
D50 mm 12.00
D 84 mm 31.00
D 95 mm 44.00

9.80 23.70 11.10
23.3/24
0.96 0.91 0.85
.7/1.1
10.21 26.04 #DIV/0! 13.00
21.4/33.2
9.50 21.567 9.5
17.3/25.5 9.477692
25.52 12.81
25.52 0.00 12.81
23.40 108.7 35.00
103.6/113.8
2.39 4.59 #DIV101 3.15
6.30 3.4 6.21
59.27 73.3278 59.00
0.85 0.74
0.443 0.97
1.266 0.708
1.622 1 F- 6.965
1.50 1.80 1.69
1.7/1.8
1.56 1.98 #DIV/01 1.98
3.30
1.00 1.83
1.118 #DIV/0! 1.12
90.00 n/a 42.15
3.80 #VALUE! 3.80

0.03 0.01 0.03
0.02 0.01 0.02
0.03 0.02 0.04
0/.027
1.29 1.90 1.90
0.07 0.02 0.04
0/.054
3.14 1.90 1.90
#DIV/0! 0.00 0.010
0/.01
0.00 0.48 0.48
1.80 2.60 2.44
1.88 2.86 2.86
28.50 13.35
1.20 #DIV/0! 1.20
179.20 72.80 34.09620
0.32
18.29 3.07 4DIV/0! 3.07
18.60 8.711392405
0.78 0.78
9.40 0.20
22.00 3.70
35.00 12.00
12/18/2007
Queens Gap UT3 Enhancement Summary
Existing Conditions

VARIABLES Steam Name
Unit
UT3
County Rutherford
Notes:
Responsible Crew Crew
Stream Type C5b
Drainage Area sq. mile 0.06
Bankfull Width (Wbkf) ft 4.90
min/max 3.1/7.3
Bankfull Mean Depth (Dbkf) ft 0.41
min/max .3/.6
Width/De th Ratio (Wbkf/Dbkf) 11.90
min/max 4.8/25.6
Bankfull Cross-Sectional Area (Abkf) sq. ft 2.01
min/max 2/2.1
Wetted Perimeter (wet perim) ft 5.72
est 2*Dbkf + Wbkf 5.72
Width Flood prone Area (Wf a) ft 12.60
min/max 9.9117.3
Entrenchment Ratio 2.57
min/max 2/3.5
Sinuosity (K) 1.28
I
Bankfull Mean Velocity (Ubkf) ft/sec 6.60
Bankfull Discharge (Qbkf) cfs 13.26
Hydraulic Radius (Abkf /wet perim) 0.35
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 0.682
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.593
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 5.251
Friction factor (U/U*) 11.13
D50 mm 0.80
D84 mm 6.90

Bankfull Maximum Depth (dmbkf) ft 0.70
riffle min/max .5/.9
Maximum Riffle Depth/Mean Riffle Depth 1.71
Low Bank height ft 2.70
Low Bank Height/Max Riffle Depth 3.86
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.04
Channel Slope (S) 0.03
Pool Slope (Sp) 0.01
min/max 0/.037
Pool Slope / S 0.42
Riffle Slope (Srf1) 0.02
min/max 0/.052
Srfl / S 0.68
Run Slope (Srun) 0.08
min/max .05/.16
Srun / S 2.64
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 0.80
Dmpd / Dbkf ratio 1.95
Max Run Depth (Dmrun) ft 0.70
Dmrun / Dbkf 0.14
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 8.90
Wbkfp / Wbkf 1.82
Pool - Pool spacing ft 96.40
min/max 15.1/216.3
Pool - Pool I Wbkf 19.67
Pool Length 18.20
Pool Length Ratio 3.70
Riffle Length 39.80
Riffle Length Ratio 8.12
Glide Length 12.60
Glide Length Ratio 2.57
Run Length 11.60
Run Length Ratio 2.37
Channel Materials
D 16 mm 0.09
D35 mm 0.30
D50 mm 0.80
D 84 mm 6.90
D 95 mm 21.00

4.90 23.70 5.30
23.3/24
0.41 0.91 0.38
.7/1.1
11.90 26.04 #DIV/0! 14.00
21.4/33.2
2.01 21.567 2.01
17.3/25.5 2.006428
25.52 6.06
25.52 0.00 6.06
12.60 108.7 17.00
103.6/113.8
2.57 4.59 #DIV/0! 3.21
6.60 3.4 6.60
13.26 73.3278 13.26
0.85 0.33
0.443 0.64
1.266 0.576
1.622 4.855
0.70 1.80 0.75
1.7/1.8
1.71 1.98 4DIV/01 1.98
3.30
3.86 1.83
1.118 #DIV/0! 1.12
90.00 n/a 20.13
3.80 #VALUE! 3.80

0.04 0.01 0.04
0.03 0.01 0.03
0.02 0.02 0.06
0/.027
0.68 1.90 1.90
0.08 0.02 0.06
0/.054
2.64 1.90 1.90
#DIV/0! 0.00 0.015
0/.01
0.00 0.48 0.48
0.80 2.60 1.08
1.95 2.86 2.86
28.50 6.37
1.20 #DIV/0! 1.20
96.40 72.80 16.2801 F
0.32
19.67 3.07 4DIV/0! 3.07
18.60 4.15949:
0.78 0.78
9.40 0.09
22.00 0.30
35.00 0.80
12/18/2007
Queens Gap UT4 Enhancement Summary
Existing Conditions

VARIABLES Steam Name
Unit
UT4 (Lower)
County Rutherford
Notes:
Responsible Crew WNR
Stream Type B4
Drainage Area sq. mile 0.19
Bankfull Width (Wbkf) ft 7.50
min/max 7.2/7.9
Bankfull Mean Depth (Dbkf) ft 0.61
min/max .6/.6
Width/De th Ratio (Wbkf/Dbkf) 12.30
min/max 11.4/13.3
Bankfull Cross-Sectional Area (Abkf) sq. ft 4.58
min/max 4.6/4.6
Wetted Perimeter (wet perim) ft 8.72
est 2*Dbkf + Wbkf 8.72
Width Flood prone Area (Wf a) ft 13.80
min/max 13.7/13.8
Entrenchment Ratio 1.84
min/max 1.8/1.8
Sinuosity (K) 133
I
Bankfull Mean Velocity (Ubkf) ft/sec 5.50
Bankfull Discharge (Qbkf) cfs 25.16
Hydraulic Radius (Abkf /wet perim) 0.52
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 1.080
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.747
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 6.909
Friction factor (U/U*) 7.37
D50 mm 6.00
D84 mm 42.00

Bankfull Maximum Depth (dmbkf) ft 1.00
riffle min/max .9/1.1
Maximum Riffle Depth/Mean Riffle Depth 1.64
Low Bank height ft 1.70
Low Bank Height/Max Riffle Depth 1.70
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.04
Channel Slope (S) 0.03
Pool Slope (Sp) 0.00
min/max 01.1.2
Pool Slope / S 0.00
Riffle Slope (Srf1) 0.07
min/max .2/.36
Srfl / S 2.15
Run Slope (Srun) 0.18
min/max .03/.56
Srun / S 5.45
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 1.00
Dmpd / Dbkf ratio 1.64
Max Run Depth (Dmrun) ft 1.00
Dmrun / Dbkf 0.13
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 11.90
Wbkfp / Wbkf 1.59
Pool - Pool spacing ft 69.50
min/max 8.6/119.3
Pool - Pool I Wbkf 9.27
Pool Length 20.50
Pool Length Ratio 2.73
Riffle Length 52.80
Riffle Length Ratio 7.04
Glide Length 17.20
Glide Length Ratio 2.29
Run Length 19.00
Run Length Ratio 2.53
Channel Materials
D 16 mm 0.24
D35 mm 1.60
D50 mm 6.00
D 84 mm 42.00
D 95 mm 75.00

7.50 8.20 8.02
7/9.4
0.61 0.44 0.57
4/.4
12.30 18.64 #DIV/0! 14.00
16.4/21.1
4.58 3.608 4.6
314.2 4.594314
9.08 9.17
9.08 0.00 9.17
13.80 16.8 16.00
14.6/19
1.84 2.05 #DIV/01 2.00
5.50 4.5 5.43
25.16 16.236 25.00
0.40 0.50
0.818 1.03
0.673 0.730
4.077 6.419
1.00 0.80 1.04
.71.8
1.64 1.82 #DIV/01 1.82
0.80
1.70 1.00
2.085 #DIV/0! 2.09
40.00 n/a 39.12
4.88 #VALUE! 4.88

0.04 0.05 0.04
0.03 0.03 0.03
0.07 0.04 0.04
.0057/.095
2.15 1.24 1.24
0.18 0.13 0.13
.0057/.58
5.45 3.94 3.94
#DIV/O! 0.05 0.050

0.00 1.52 1.52
1.00 1.20 1.56
1.64 2.73 2.73
7.60 7.43
0.93 #DIV/0! 0.93
69.50 33.70 32.9602
11.4/58.9
9.27 4.11 4DIV/0! 4.11
7.10 6.944146341
0.87 0.87
0.23 0.24
1.40 1.60
2.50 6.00
12/18/2007
Queens Gap UT5 Enhancement Summary
Existing Conditions

VARIABLES Steam Name
Unit
UT5
County Rutherford
Notes:
Responsible Crew Crew
Stream Type B4
Drainage Area sq. mile 0.13
Bankfull Width (Wbkf) ft 6.03
min/max 4.1/7.7
Bankfull Mean Depth (Dbkf) ft 0.65
min/max .5/.9
Width/De th Ratio (Wbkf/Dbkf) 11.03
min/max 4.7/16.8
Bankfull Cross-Sectional Area (Abkf) sq. ft 3.50
min/max 3.5/3.5
Wetted Perimeter (wet perim) ft 7.33
est 2*Dbkf + Wbkf 7.33
Width Flood prone Area (Wf a) ft 9.00
min/max 5111.5
Entrenchment Ratio 1.49
min/max 1.1/2.3
Sinuosity (K) 1.28
I
Bankfull Mean Velocity (Ubkf) ft/sec 3.43
Bankfull Discharge (Qbkf) cfs 13.43
Hydraulic Radius (Abkf /wet perim) 0.48
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 1.282
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.813
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 5.982
Friction factor (U/U*) 4.22
D50 mm 28.00
D84 mm 72.00

Bankfull Maximum Depth (dmbkf) ft 0.93
riffle min/max .8/1.3
Maximum Riffle Depth/Mean Riffle Depth 1.43
Low Bank height ft 3.47
Low Bank Height/Max Riffle Depth 3.73
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.06
Channel Slope (S) 0.04
Pool Slope (Sp) 0.02
min/max .0081/.029
Pool Slope / S 0.42
Riffle Slope (Srf1) 0.05
min/max .036/.059
Srfl / S 1.12
Run Slope (Srun) 0.05
min/max .045/.064
Srun / S 1.23
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 1.30
Dmpd / Dbkf ratio 2.00
Max Run Depth (Dmrun) ft 0.93
Dmrun / Dbkf 0.15
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 3.40
Wbkfp / Wbkf 0.56
Pool - Pool spacing ft 113.40
min/max 78.3/155.3
Pool - Pool I Wbkf 18.82
Pool Length 23.60
Pool Length Ratio 3.92
Riffle Length 62.90
Riffle Length Ratio 10.44
Glide Length
Glide Length Ratio
Run Length 23.90
Run Length Ratio 3.97
Channel Materials
D 16 mm 1.90
D35 mm 14.00
D50 mm 28.00
D 84 mm 72.00
D 95 mm 100.00

6.03 8.20 6.75
7/9.4
0.65 0.44 0.52
4/.4
11.03 18.64 #DIV/0! 13.00
16.4/21.1
3.50 3.608 3.5
314.2 3.504807
9.08 7.79
9.08 0.00 7.79
9.00 16.8 12.00
14.6/19
1.49 2.05 #DIV/01 1.78
3.43 4.5 3.84
13.43 16.236 13.43
0.40 0.45
0.818 1.21
0.650 0.789
4.077 1 F- 5.339
0.93 0.80 0.94
.71.8
1.43 1.82 4DIV/01 1.82
0.80
3.73 1.00
2.085 #DIV/0! 2.09
40.00 n/a 32.93
4.88 #VALUE! 4.88

0.06 0.05 0.06
0.04 0.03 0.04
0.05 0.04 0.05
.0057/.095
1.12 1.24 1.24
0.05 0.13 0.17
.0057/.58
1.23 3.94 3.94
#DIV/0! 0.00 0.005

0.00 0.12 0.12
1.30 1.10 1.30
2.00 2.50 2.50
7.60 6.26
0.93 #DIV/0! 0.93
113.40 33.70 27.74085366
0.32
18.82 4.11 4DIV/0! 4.11
7.10 5.844512195
0.87 0.87
0.23 1.90
1.40 14.00
2.50 28.00
12/18/2007
Queens Gap UT6 Enhancement Summary
Existing Conditions

VARIABLES Steam Name
Unit
UT6
County Rutherford
Notes:
Responsible Crew Crew
Stream Type B5
Drainage Area sq. mile 0.14
Bankfull Width (Wbkf) ft 5.50
min/max 5.4/5.7
Bankfull Mean Depth (Dbkf) ft 0.54
min/max .5/.6
Width/De th Ratio (Wbkf/Dbkf) 10.19
min/max 9.7/10.7
Bankfull Cross-Sectional Area (Abkf) sq. ft 2.97
min/max 3.0/3.0
Wetted Perimeter (wet perim) ft 6.58
est 2*Dbkf + Wbkf 6.58
Width Flood prone Area (Wf a) ft 11.30
min/max 9.2113.3
Entrenchment Ratio 2.05
min/max 1.7/2.4
Sinuosity (K) 1.43
I
Bankfull Mean Velocity (Ubkf) ft/sec 3.70
Bankfull Discharge (Qbkf) cfs 10.99
Hydraulic Radius (Abkf /wet perim) 0.45
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 0.648
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.578
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 2.868
Friction factor (U/U*) 6.40
D50 mm 0.50
D84 mm 46.00

Bankfull Maximum Depth (dmbkf) ft 0.80
riffle min/max .71.8
Maximum Riffle Depth/Mean Riffle Depth 1.48
Low Bank height ft 1.30
Low Bank Height/Max Riffle Depth 1.63
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.03
Channel Slope (S) 0.02
Pool Slope (Sp) 0.00
min/max 0/.02
Pool Slope / S 0.00
Riffle Slope (Srf1) 0.07
min/max .012/.45
Srfl / S 3.13
Run Slope (Srun) 0.03
min/max .015/.053
Srun / S 1.43
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 0.70
Dmpd / Dbkf ratio 1.30
Max Run Depth (Dmrun) ft 0.80
Dmrun / Dbkf 0.15
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 5.70
Wbkfp / Wbkf 1.04
Pool - Pool spacing ft 69.60
min/max 19.8/212
Pool - Pool I Wbkf 12.65
Pool Length 13.80
Pool Length Ratio 2.51
Riffle Length 30.90
Riffle Length Ratio 5.62
Glide Length 10.00
Glide Length Ratio 1.82
Run Length 18.00
Run Length Ratio 3.27
Channel Materials
D 16 mm 0.06
D35 mm 0.16
D50 mm 0.50
D 84 mm 46.00
D 95 mm 95.00

5.50 8.20 6.25
7/9.4
0.54 0.44 0.48
4/.4
10.19 18.64 #DIV/0! 13.00
16.4/21.1
2.97 3.608 3
314.2 3.004807
9.08 7.21
9.08 0.00 7.21
11.30 16.8 13.00
14.6/19
2.05 2.05 #DIV/01 2.08
3.70 4.5 3.67
10.99 16.236 11.00
0.40 0.42
0.818 0.60
0.650 0.555
4.077 1 F- 2.526
0.80 0.80 0.87
.71.8
1.48 1.82 4DIV/01 1.82
0.80
1.63 1.00
2.085 #DIV/0! 2.09
40.00 n/a 30.49
4.88 #VALUE! 4.88

0.03 0.05 0.03
0.02 0.03 0.02
0.07 0.04 0.03
.0057/.095
3.13 1.24 1.24
0.03 0.13 0.09
.0057/.58
1.43 3.94 3.94
#DIV/O! 0.00 0.003

0.00 0.12 0.12
0.70 1.10 1.20
1.30 2.50 2.50
7.60 5.79
0.93 #DIV/0! 0.93
69.60 33.70 25.6859
0.32
12.65 4.11 4DIV/0! 4.11
7.10 5.411585366
0.87 0.87
0.23 0.06
1.40 0.16
2.50 0.50
12/18/2007
Queens Gap Lower Harris Creek Enhancement Summary
Existing Conditions

VARIABLES Steam Name
Unit Lower Harris
Creek UT2- PL
County Rutherford
Notes:
Responsible Crew Crew
Stream Type C4
Drainage Area sq. mile 2.03
Bankfull Width (Wbkf) ft 17.30
min/max 14.1/22.5
Bankfull Mean Depth (Dbkf) ft 1.23
min/max 1.1/1.3
Width/De th Ratio (Wbkf/Dbkf) 14.07
min/max 12.1/18.1
Bankfull Cross-Sectional Area (Abkf) sq. ft 21.28
min/max 16.2/27.9
Wetted Perimeter (wet perim) ft 19.76
est 2*Dbkf + Wbkf 19.76
Width Flood prone Area (Wf a) ft 37.00
min/max 27.6/45.7
Entrenchment Ratio 2.14
min/max 1.6/2.6
Sinuosity (K) 135
ONW
I
Bankfull Mean Velocity (Ubkf) ft/sec 5.50
Bankfull Discharge (Qbkf) cfs 117.03
Hydraulic Radius (Abkf /wet perim) 1.08
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 0.934
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.694
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 5.868
Friction factor (U/U*) 7.92
D50 mm 30.00
D84 mm 65.00

Bankfull Maximum Depth (dmbkf) ft 1.80
riffle min/max 1.7/1.9
Maximum Riffle Depth/Mean Riffle Depth 1.46
Low Bank height ft 3.20
Low Bank Height/Max Riffle Depth 1.78
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.02
Channel Slope (S) 0.01
Pool Slope (Sp) 0.00
min/max 0/0.5
Pool Slope / S 0.00
Riffle Slope (Srf1) 0.02
min/max .0076/.052
Srfl / S 1.65
Run Slope (Srun) 0.03
min/max .0073/.077
Srun / S 2.37
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 2.30
Dmpd / Dbkf ratio 1.87
Max Run Depth (Dmrun) ft 1.80
Dmrun / Dbkf 0.10
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 20.30
Wbkfp / Wbkf 1.17
Pool - Pool spacing ft 122.70
min/max 48.51237.6
Pool - Pool I Wbkf 7.09
Pool Length 34.30
Pool Length Ratio 1.98
Riffle Length 64.20
Riffle Length Ratio 3.71
Glide Length
Glide Length Ratio
Run Length
Run Length Ratio 0.00
Channel Materials
D 16 mm 12.00
D35 mm 21.00
D50 mm 30.00
D 84 mm 65.00
D 95 mm 93.00

17.30 23.70 19.44
23.3/24
1.23 0.91 1.08
.7/1.1
14.07 26.04 #DIV/0! 18.00
21.4/33.2
21.28 21.567 21
17.3/25.5 20.9952
25.52 21.60
25.52 0.00 21.60
37.00 108.7 60.00
103.6/113.8
2.14 4.59 #DIV/01
3.09
5.50 3.4 5.57
117.03 73.3278 117.00
0.85 0.97
0.443 0.84
1.266 0.66
1.622 5.26
1.80 1.80 2.14
1.7/1.8
1.46 1.98 #DIV/01 1.98
3.30
1.78 1.83
1.118 #DIV/0! 1.12
90.00 n/a 73.82
3.80 #VALUE! 3.80

0.02 0.01 0.02
0.01 0.01 0.01
0.02 0.02 0.03
0/.027
1.65 1.90 1.90
0.03 0.02 0.03
0/.054
2.37 1.90 1.90
#DIV/0! 0.00 0.007
O/. 01
0.00 0.48 0.48
2.30 2.60 3.09
1.87 2.86 2.86
28.50 23.38
1.20 #DIV/0! 1.20
122.70 72.80 59.71443038
0.32
7.09 3.07 4DIV/0! 3.07
18.60 15.25670
0.78 0.78
9.40 12.00
22.00 21.00
35.00 30.00
12/18/2007
Queens Gap Middle Harris Creek Enhancement Summary
Existing Conditions

VARIABLES Steam Name
Unit Middle Harris
Creek UT4- UT2
County Rutherford
Notes:
Responsible Crew Crew
Stream Type C4
Drainage Area sq. mile 1.3
Bankfull Width (Wbkf) ft 17.40
min/max 12.2/22.6
Bankfull Mean Depth (Dbkf) ft 1.07
min/max .8/1.6
Width/De th Ratio (Wbkf/Dbkf) 16.26
min/max 7.9/28.1
Bankfull Cross-Sectional Area (Abkf) sq. ft 18.62
min/max 16.2/27.9
Wetted Perimeter (wet perim) ft 19.54
est 2*Dbkf + Wbkf 19.54
Width Flood prone Area (Wf a) ft 62.60
min/max 54.2/71
Entrenchment Ratio 3.60
min/max 1.6/2.6
Sinuosity (K) 1.42
I
Bankfull Mean Velocity (Ubkf) ft/sec 5.00
Bankfull Discharge (Qbkf) cfs 93.09
Hydraulic Radius (Abkf /wet perim) 0.95
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 1.029
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.729
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 5.775
Friction factor (U/U*) 6.86
D50 mm 44.00
D84 mm 94.00

Bankfull Maximum Depth (dmbkf) ft 2.20
riffle min/max 1.8/2.6
Maximum Riffle Depth/Mean Riffle Depth 2.06
Low Bank height ft 3.00
Low Bank Height/Max Riffle Depth 1.36
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.02
Channel Slope (S) 0.02
Pool Slope (Sp) 0.00
min/max 0/0.5
Pool Slope / S 0.00
Riffle Slope (Srf1) 0.03
min/max .011/.08
Srfl / S 1.73
Run Slope (Srun) 0.02
min/max .0087/.046
Srun / S 1.39
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 1.90
Dmpd / Dbkf ratio 1.78
Max Run Depth (Dmrun) ft 2.20
Dmrun / Dbkf 0.13
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 23.10
Wbkfp / Wbkf 1.33
Pool - Pool spacing ft 130.40
min/max 62.4/244
Pool - Pool I Wbkf 7.49
Pool Length 34.50
Pool Length Ratio 1.98
Riffle Length 84.40
Riffle Length Ratio 4.85
Glide Length
Glide Length Ratio
Run Length 34.20
Run Length Ratio 1.97
Channel Materials
D 16 mm 15.00
D35 mm 31.00
D50 mm 44.00
D 84 mm 94.00
D 95 mm 120.00

17.40 23.70 18.31
23.3/24
1.07 0.91 1.02
.7/1.1
16.26 26.04 #DIV/0! 18.00
21.4/33.2
18.62 21.567 18.62
17.3/25.5 18.62533
25.52 20.34
25.52 0.00 20.34
62.60 108.7 60.00
103.6/113.8
3.60 4.59 #DIV101 3.28
5.00 3.4 4.99
93.09 73.3278 93.00
0.85 0.92
0.443 0.99
1.266 0.714
1.622 1 F- 5.483
2.20 1.80 2.01
1.7/1.8
2.06 1.98 4DIV/01 1.98
3.30
1.36 1.83
1.118 #DIV/0! 1.12
90.00 n/a 69.53
3.80 #VALUE! 3.80

0.02 0.01 0.02
0.02 0.01 0.02
0.03 0.02 0.03
0/.027
1.73 1.90 1.90
0.02 0.02 0.03
0/.054
1.39 1.90 1.90
#DIV/0! 0.00 0.008
0/.01
0.00 0.48 0.48
1.90 2.60 2.91
1.78 2.86 2.86
28.50 22.02
1.20 #DIV/0! 1.20
130.40 72.80 56.24337
0.32
7.49 3.07 4DIV/0! 3.07
18.60 14.36987
0.78 0.78
9.40 15.00
22.00 31.00
35.00 44.00
12/18/2007
Queens Gap Upper Harris Creek Enhancement Summary
Existing Conditions -

VARIABLES Steam Name
Unit Upper Harris
Creek Above UT4 Reference
Reach
County Rutherford Rutherford
Notes: Reference
Responsible Crew Crew WNR
Stream Type C4b B4
Drainage Area sq. mile 0.97 0.14
Bankfull Width (Wbkf) ft 17.30 8.20
min/max 17.2/17.4 7/9.4
Bankfull Mean Depth (Dbkf) ft 0.88 0.44
min/max .8/.9 .4/.4
Width/De th Ratio (Wbkf/Dbkf) 19.66 18.64
min/max 18.6/20.9 16.4/21.1
Bankfull Cross-Sectional Area (Abkf) sq. ft 15.22 3.608
min/max 14.5115.8 3/4.2
Wetted Perimeter (wet perim) ft 19.06 9.08
est 2*Dbkf + Wbkf 19.06 9.08
Width Flood prone Area (Wf a) ft 57.80 16.8
min/max 40.5/75 14.6/19
Entrenchment Ratio 3.34 2.05
min/max 2.3/4.3 1.8/2.3
Sinuosity (K) 1.26 1.52
I -_
Bankfull Mean Velocity (Ubkf) ft/sec 5.80 4.5
Bankfull Discharge (Qbkf) cfs 88.30 16.236
Hydraulic Radius (Abkf /wet perim) 0.80 0.40
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 1.695 0.818
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.935 0.650
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 10.829 4.077
Friction factor (U/U*) 6.20 6.93
D50 mm 35.00 2.5
D84 mm 86.00 34

Bankfull Maximum Depth (dmbkf) ft 1.50 0.80
riffle min/max 1.5/1.5 .7/.8
Maximum Riffle Depth/Mean Riffle Depth 1.70 1.82
Low Bank height ft 2.10 0.80
Low Bank Height/Max Riffle Depth 1.40 1.00
Meander Length (Lm) 172.00
min/max
Meander Length Ratio 20.98
Radius of Curvature (Rc) 17.1
Rc I Bankfull Width 2.085
Belt Width (Wblt) 40.00
Meander Width Ratio 4.88

Valley Slope (VS) 0.04 0.05
Channel Slope (S) 0.03 0.03
Pool Slope (Sp) 0.05 0.00
min/max 0/.025 .00/.035
Pool Slope / S 1.44 0.09
Riffle Slope (Srf1) 0.02 0.04
min/max .017/.034 .0057/.095
Srfl / S 0.68 1.24
Run Slope (Srun) 0.11 0.13
min/max .0087/.046 .0057/.58
Srun / S 3.24 3.94
Glide Slope (Sgld) 0.00
min/max
S Id/S 0.00 0.12
Max Pool Depth (Dmpd) ft 1.90 1.10
Dmpd / Dbkf ratio 2.16 2.50
Max Run Depth (Dmrun) ft 1.50 0.80
Dmrun / Dbkf 0.09 1.82
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 18.50 7.60
Wbkfp / Wbkf 1.07 0.93
Pool - Pool spacing ft 126.20 33.70
min/max 62.4/240.6 0.32
Pool - Pool I Wbkf 7.29 4.11
Pool Length 30.50 7.10
Pool Length Ratio 1.76 0.87
Riffle Length 101.10 18.00
Riffle Length Ratio 5.84 2.20
Glide Length 8.50
Glide Length Ratio 1.04
Run Length 32.30 7.10
Run Length Ratio 1.87 0.87
Channel Materials
D 16 mm 11.00 0.23
D35 mm 22.00 1.40
D50 mm 35.00 2.50
D 84 mm 86.00 34.00
D 95 mm 120.00 83.00

12.75 23.70 16.55
23.3/24
0.66 0.91 0.92
.7/1.1
19.15 26.04 #DIV/0! 18.00
21.4/33.2
9.42 21.567 15.22
17.3/25.5 15.21680556
25.52 18.39
25.52 0.00 18.39
37.30 108.7 60.00
103.6/113.8
2.69 4.59 #DIV/01 3.63
5.15 3.4 5.80
52.27 73.3278 76.12
0.85 0.83
0.443 1.76
1.266 0.952
1.622 9.758
1.15 1.80 1.82
1.7/1.8
1.76 1.98 #DIV/01 1.98
3.30
1.20 1.83
1.118 #DIV/0! 1.12
90.00 n/a 62.85
3.80 #VALUE! 3.80

0.05 0.01 0.04
0.03 0.01 0.03
0.03 0.02 0.06
0/.027
0.96 1.90 1.90
0.12 0.02 0.06
0/.054
3.59 1.90 1.90
0.00 0.00 0.016
0/.01
0.06 0.48 0.48
1.50 2.60 2.63
2.33 2.86 2.86
28.50 19.90
1.20 #DIV/0! 1.20
79.95 72.80 50.8371308
0.32
5.70 3.07 4DIV/0! 3.07
18.60 12.98860
0.78 0.78
9.40 11.00
22.00 22.00
35.00 35.00
12/18/2007

Queen's Gap Upper Harris Creek Longitudinal Profile
gybed -+-water srf -0 bankfull A x-section O riffle crest 0 pool o run glide x RTOB + LTOB Linear (RTOB) Linear (LTOB)

_

F,
990
c
a x
+
x
x

x

+

x

d +

x
W

970

0 100 200 300 400 500 600
Channel Distance {ft)
slope (%} slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 3.4 --- 593.9 (34.3 channel widths) --- --- ---
riffle 2.9 (0-5.6) 0.9 (0-1.6) 69.8 (13.5 - 144.8) 4 (0.8 - 8.4) --- ---
pool 13 (1 .1 - 1.6) 0.4 (0.3-0.5 34.3 (25.6 - 41.5) 2 (1.5-2.4) 166.5 (108.4-2( 9.6 (6.3-12.1)
run 5 (3.5-6.4) 1.5 (1 -1.9) 26.9 (22.1 - 35.9) 1.6 (1.3-2.1) --- ---
Queens Gap UT2 Upper Enhancement Summary
Existing Conditions

VARIABLES Steam Name
Unit
UT2 Upper
County Rutherford
Notes:
Responsible Crew Crew
Stream Type 84a
Drainage Area sq. mile 0.25
Bankfull Width (Wbkf) ft 8.30
min/max 7/10.3
Bankfull Mean Depth (Dbkf) ft 0.69
min/max .6/.8
Width/De th Ratio (Wbkf/Dbkf) 12.10
min/max 8.6/18.5
Bankfull Cross-Sectional Area (Abkf) sq. ft 5.73
min/max 5.7/5.7
Wetted Perimeter (wet perim) ft 9.68
est 2*Dbkf + Wbkf 9.68
Width Flood prone Area (Wf a) ft 15.30
min/max 10.1/24.7
Entrenchment Ratio 1.84
min/max 1.2/3.0
Sinuosity (K) 1.43
I
Bankfull Mean Velocity (Ubkf) ft/sec 6.10
Bankfull Discharge (Qbkf) cfs 34.93
Hydraulic Radius (Abkf /wet perim) 0.59
Sheer Stress (62.4 * Hd * Slope) Ibs/s .ft. 1.809
Sheer Velocity (32.2 * R * S )1/2 ft/sec 0.966
Unit Power(lbs/ft/sec) (62.4 *Q*S/Wbkf) 12.869
Friction factor (U/U*) 6.31
D50 mm 9.10
D84 mm 66.00

Bankfull Maximum Depth (dmbkf) ft 1.00
riffle min/max .8/1.3
Maximum Riffle Depth/Mean Riffle Depth 1.45
Low Bank height ft 2.30
Low Bank Height/Max Riffle Depth 2.30
Meander Length (Lm)
min/max
Meander Length Ratio
Radius of Curvature (Rc)
Rc I Bankfull Width
Belt Width (Wblt)
Meander Width Ratio

Valley Slope (VS) 0.07
Channel Slope (S) 0.05
Pool Slope (Sp) 0.00
min/max
Pool Slope / S 0.00
Riffle Slope (Srf1) 0.05
min/max .016/.085
Srfl / S 1.06
Run Slope (Srun) 0.16
min/max .085/.38
Srun / S 3.27
Glide Slope (Sgld)
min/max
S Id/S 0.00
Max Pool Depth (Dmpd) ft 1.90
Dmpd / Dbkf ratio 2.75
Max Run Depth (Dmrun) ft 1.00
Dmrun / Dbkf 0.12
Max Glide Depth (Dmgld) ft
Dmgld / Dbkf
Pool Width (Wbkfp) ft 5.90
Wbkfp / Wbkf 0.71
Pool - Pool spacing ft 121.30
min/max 34.7/422.8
Pool - Pool I Wbkf 14.61
Pool Length 17.40
Pool Length Ratio 2.10
Riffle Length 50.50
Riffle Length Ratio 6.08
Glide Length 1120
Glide Length Ratio 1.59
Run Length 18.20
Run Length Ratio 2.19
Channel Materials
D 16 mm 0.37
D35 mm 4.10
D50 mm 9.10
D 84 mm 66.00
D 95 mm 130.00

8.30 8.20 8.96
7/9.4
0.69 0.44 0.64
4/.4
12.10 18.64 #DIV/0! 14.00
16.4/21.1
5.73 3.608 5.73
314.2 5.7344
9.08 10.24
9.08 0.00 10.24
15.30 16.8 18.00
14.6/19
1.84 2.05 #DIV/01 2.01
1.00 0.80 1.16
.71.8
1.45 1.82 4DIV/01 1.82
0.80
2.30 1.00
2.085 #DIV/0! 2.09
40.00 n/a 43.71
4.88 #VALUE! 4.88

0.07 0.05 0.07
0.05 0.03 0.05
0.05 0.04 0.06
.0057/.095
1.06 1.24 1.24
0.16 0.13 0.19
.0057/.58
3.27 3.94 3.94
#DIV/0! 0.00 0.006

0.00 0.12 0.12
1.90 1.10 1.60
2.75 2.50 2.50
7.60 8.30
0.93 #DIV/0! 0.93
121.30 33.70 36.82341463
0.32
14.61 4.11 4DIV/0! 4.11
7.10 7.75804
0.87 0.87
0.23 0.37
1.40 4.10
2.50 9.10
12/18/2007
Oueens Gap Bank Failures: UT-3
?h
LBUC20. Station 8+00 Looking Upstream. Treatment: Reslope Banks.

LBUC20. Station 7+00 Looking Downstream. Treatment:
Reslope bank.

- Queens Gap UT1 Longitudinal Profile
-?-water srf T bankfull
IF 0 x-section O riffle crest O pool o run glide x RTOB + LTOB Linear (RTOB) Linear (LTOB)
1005

1000
995 X

990 X
+
-

985
0
980 ++
w }+
975 i
C
970
965
960

0 100 200 800 4010 500 600 700 200 900 1000
Channel Distance (Mii
slope (%) slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 3.4 --- 998.1 (218.8 channel widths --- --- ---
riffle 4.4 (0.067-15) 1.3 (0-4.4) 37.5 (10.4 - 94.9) 8.2 (2.3-20.8) --- ---
pool 1.7 (0 - 4.4) 0.5 (0 - 1.3) 14.7 (5.2 - 27.5) 3.2 (1.1 6) 62.1 (18.8 - 17; 13.6 (4.1 38.8)
run 11 (6.9-19) 3.2 (2-5.6) 11 .6 (9.2 - 17.6) 2.5 (2-3.9) --- ---
QG UT1 Pattern
4200
4300
4400
4500
(D
v
ro 4600
V)
0
4700
0
U)
4800
0
z
4900
5000
5100
5200
5500 5400 5300 5200 5100 5000 4900 4800 4700 4600
East West Distance
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 16
very fine sand 0.062 0.125 16
fine sand 0.125 0.25 16
medium sand 0.25 - 0.5 17
coarse sand 0.5 1 17
very coarse sand 1 - 2 116
very fine gravel 2 4 54
fine gravel 4 - 6 21
fine gravel 6 - 8 17
medium gravel 8 - 11 23
medium gravel 11 - 16 17
coarse gravel 16 22 13
coarse gravel 22 32 22
very coarse gravel 32 45 16
very coarse ravel 45 64 9
small cobble 64 - 90 7
medium cobble 90 128 2
large cobble 128 - 180 1
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
400
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 400
Bed Surface Pebble Count,
'
I
100% silt/clay Queens Gap UT1

sand gravel
-+-cumulative %

cobble boulder
# of particles

140
90%
'- ----- - - - - - - - - - - ------ 120
80% I
c
l
70%
- -i
I
I
100

?
60% j 80

a)
50%
-----
- -
- - - - - - - - I

I

o

Q
40% I
I
60
I
30% I
I 40 N
20%
20
10%
I
0% I 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 0.48 mean 3.0 silt/clay 4%
D35 1.4 dispersion 6.7 sand 46%
D50 2.1 skewness 0.12 gravel 48%
D65 4.7 cobble 3%
D84 19 boulder 0%
D95 44
Queens Gap UT1, pool
1006
1004
0 1002
ID 1000
w
996
998
20
40 60 80
100 120 140
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
3.4 x-section area (ft.sq.) --- W flood prone area (ft) 2.1 D50 Bed (mm)
5.2 width (ft) --- entrenchment ratio 19 D84 Bed (mm)
0.6 mean depth (ft) 1.6 low bank height (ft) 60 threshold grain size (mm):
1.1 max depth (ft) 1.4 low bank height ratio
5.8 wetted parimeter (ft)
0.6 hyd radi (ft)
8.0 width-depth ratio
Bankfull Flow
7.1 velocity (ft/s)
24.0 discharge rate (cfs)
1.65 Froude number
Flow Resistance
0.027 Manning's roughness
0.10 D'Arcy-Weisbach Eric.
9.0 resistance factor u/u*
Forces & Power
3.4 channel slope (%)
1.23 shear stress (lb/sq.ft.)
0.80 shear velocity (ft/s)
9.8 unit strm power (lb/ft/s)
10.4 relative roughness
Queens Gap UTi, riffle
996
995
994
993
992
°- 991
(> 990
w 989
988
987
986
0
10 20
30 40
50 60 70
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
3.5 x-section area (ft.sq.) 15.3 W flood prone area (ft) 2.1 D50 Bed (mm)
4.6 width (ft) 3.3 entrenchment ratio 19 D84 Bed (mm)
0.8 mean depth (ft) 1.8 low bank height (ft) 68 threshold grain size (mm):
1.2 max depth (ft) 1.5 low bank height ratio
5.4 wetted parimeter (ft)
0.6 hyd radi (ft)
6.0 width-depth ratio
Bankfull Flow
7.8 velocity (ft/s)
27.3 discharge rate (cfs)
1.70 Froude number
Flow Resistance
0.026 Manning's roughness
0.09 D'Arcy-Weisbach Eric
9.2 resistance factor u/u*
12.3 relative roughness
Forces & Power
3.4 channel slope (%)
1.38 shear stress (lb/sq.ft.)
0.84 shear velocity (ft/s)
12.6 unit strm power (lb/ft/s)
Queens Gap UT1, riffle
985
984
983
_ 982
v 981
0 980
979
w 978
977
976
975
974
0
10
20 30 40
50
60
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
3.5 x-section area (ft.sq.) 13.2 W flood prone area (ft) 2.1 D50 Bed (mm)
4.5 width (ft) 2.9 entrenchment ratio 19 D84 Bed (mm)
0.8 mean depth (ft) 1.0 low bank height (ft) 64 threshold grain size (mm):
1.1 max depth (ft) 1.0 low bank height ratio
5.6 wetted parimeter (ft)
0.6 hyd radi (ft)
5.9 width-depth ratio
Bankfull Flow
7.4 velocity (ft/s)
25.9 discharge rate (cfs)
1.67 Froude number
Flow Resistance
0.027 Manning's roughness
0.10 D'Arcy-Weisbach Eric
9.0 resistance factor u/u*
12.3 relative roughness
Forces & Power
3.4 channel slope (%)
1.31 shear stress (lb/sq.ft.)
0.82 shear velocity (ft/s)
12.1 unit strm power (lb/ft/s)

QG UT2 Reach 2400'- 5000' Longitudinal Profile
tbed -+-water srf f bankfull A x-section o riffle crest o pool o run glide RTOB LTOB Linear (RTOB) Linear (LTOB)

875
0
u,
5
82
.
0 500 1000 1500 2000 2500
Channel Distance (ft)
Slope slope ratio length ft length ratio pool-pool spacing (ft) p-p ratio
reach 2.1 --- 2502.7 (254.1 channel widths --- --- ---
riffle 2.7 (1.7-3.8) 1.3 (0.8-1.8) 155.8 (27.1 - 327.7) 15.8 (2.8-33.3) --- ---
pool 0.31 ( 0-4.7) 0.1 (0-2.2) 28.9 (15.7-364 2.9 (1.6 - 3.7) 179.2 (794 - 37i 18.2 (8.1 38.5)
run 6.6 (2.2-15)
--- 3.1 (1 -7.1)
--- 22.4 (15.8-29)
--- 2.3 (1.6-2.9) --- ---
--- --- ---
QG UT2 Reach 2400'- 5000' Pattern
East West Distance
3500 3700 3900 4100 4300 4500 4700 4900
2900
v
U
n
249
U)

0
z
1900
5100 5300 5500
3400
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 12
very fine sand 0.062 0.125 12
fine sand 0.125 0.25 12
medium sand 0.25 - 0.5 12
coarse sand 0.5 1 13
very coarse sand 1 - 2 4
very fine gravel 2 4 6
fine gravel 4 - 6 3
fine gravel 6 - 8 9
medium gravel 8 - 11 10
medium gravel 11 - 16 25
coarse gravel 16 22 17
coarse gravel 22 32 37
very coarse gravel 32 45 20
very coarse ravel 45 64 9
small cobble 64 - 90
medium cobble 90 128
large cobble 128 - 180
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
201
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 201
Bed Surface Pebble Count,
'
r
100% silt/clay Queen's Gap UT2 Station 2400'

sand gravel - 5000'
-+-cumulative %

cobble boulder
# of particles

40
90%
35
' 80% ----- - - - - - - - - - - --------

l 30
70% -
60% 25

50% ----- - - - - - - - - - - ----- 20 °
o
Q
40% I

15 o

.
?
30%
I
10
20%

10% I
I
I
5
0% 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 0.2 mean 2.5 silt/clay 6%
D35 3.7 dispersion 31.3 sand 26%
D50 12 skewness -0.46 gravel 68%
D65 20 cobble 0%
D84 31 boulder 0%
D95 44
Queen's Gap UT2 Station 2400'- 5000', riffle
1006
1004
1002
0
1000
w 998
996
994
0
20
80 100
40 60
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
9.5 x-section area (ft.sq.) 26.2 W flood prone area (ft) 12 D50 Bed (mm)
11.6 width (ft) 2.3 entrenchment ratio 31 D84 Bed (mm)
0.8 mean depth (ft) 1.1 low bank height (ft) 41 threshold grain size (mm):
1.6 max depth (ft) 0.7 low bank height ratio
14.9 wetted parimeter (ft)
0.6 hyd radi (ft)
14.2 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
5.4 velocity (ft/s) 0.030 Manning's roughness 2.1 channel slope (%}
51.0 discharge rate (cfs) 0.12 D'Arcy-Weisbach fric. 0.84 shear stress (lb/sq.ft.)
1.19 Froude number 8.2 resistance factor u/u* 0.66 shear velocity (ft/s)
8.0 relative roughness 5.8 unit strm power (lb/ft/s)
120
Queen's Gap UT2 Station 2400' - 5000', riffle
1010
1008
1006
1004
1002
1000
w 998
996
994
992
0
20
40 60
80 100
120
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
9.5 x-section area (ft.sq.) 26.1 W flood prone area (ft) 12 D50 Bed (mm)
9.8 width (ft) 2.7 entrenchment ratio 31 D84 Bed (mm)
1.0 mean depth (ft) 1.1 low bank height (ft) 51 threshold grain size (mm):
1.1 max depth (ft) 1.0 low bank height ratio
11.9 wetted parimeter (ft)
0.8 hyd radi (ft)
10.2 width-depth ratio
Bankfull Flow
6.1 velocity (ft/s)
57.5 discharge rate (cfs)
1.20 Froude number
Flow Resistance
0.030 Manning's roughness
0.12 D'Arcy-Weisbach Eric
8.3 resistance factor u/u*
9.5 relative roughness
Forces & Power
2.1 channel slope (%)
1.04 shear stress (lb/sq.ft.)
0.73 shear velocity (ft/s)
7.7 unit strm power (lb/ft/s)
Queen's Gap UT2 Station 2400'- 5000', riffle
994
992
993
991
C
° 990
c?
989
w
988
987
986
0 10 20 30 40 50 60 70 80 90
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
9.5 x-section area (ft.sq.) 18.8 W flood prone area (ft) 12 D50 Bed (mm)
9.6 width (ft) 2.0 entrenchment ratio 31 D84 Bed (mm)
1.0 mean depth (ft) 1.8 low bank height (ft) 57 threshold grain size (mm):
1.6 max depth (ft) 1.1 low bank height ratio
10.7 wetted parimeter (ft)
0.9 hyd radi (ft)
9.6 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
6.8 velocity (ft/s) 0.029 Manning's roughness 2.1 channel slope (%}
64.7 discharge rate (cfs) 0.10 D'Arcy-Weisbach fric. 1.16 shear stress (lb/sq.ft.)
1.27 Froude number 8.8 resistance factor u/u* 0.78 shear velocity (ft/s)
9.8 relative roughness 8.9 unit strm power (lb/ft/s)

Queen's Gap UT2 Station 2400'-5000', riffle
1007

1006
1005
_ 1004
1003
0 1002
15 1001
w 1000
999 ---- ------- -----

998
997

996
0 10 20 30 40 50 60 70 80
Width (ft)
Ba nkfull Dimensions Flood Dim ensions Materials
9.5 x-section area (ft.sq.) 22.4 W flood prone area (ft) 12 D50 Bed (mm)
8.4 width (ft) 2.7 entrenchment ratio 31 D84 Bed (mm)
1.1 mean depth (ft) 2.0 low bank height (ft) 61 threshold grain size (mm):
1.6 max depth (ft) 1.3 low bank height ratio
10.0 wetted parimeter (ft)
1.0 hyd radi (ft)
7.5 width-depth ratio
Ba nkfull Flow Flow Res istance Forces & Power
7.1 velocity (ft/s) 0.029 Manning's roughness 2.1 channel slope (%}
67.6 discharge rate (cfs) 0.10 D'Arcy-Weisbach Eric. 1.25 shear stress (lb/sq.ft.)
1.29 Froude number 8.9 resistance factor u/u* 0.80 shear velocity (ft/s)
11.1 relative roughness 10.5 unit strm power (lb/ft/s)
Queen's Gap UT2 Station 2400'- 5000', pool
1000.5
1000
999.5
_ 999
998.5
0 998
997.5
D 997
996.5
996
995.5
995
0
5
10
15 20
25
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
9.5 x-section area (ft.sq.) --- W flood prone area (ft) 12 D50 Bed (mm)
7.4 width (ft) --- entrenchment ratio 31 D84 Bed (mm)
1.3 mean depth (ft) 3.4 low bank height (ft) 68 threshold grain size (mm):
1.8 max depth (ft) 1.9 low bank height ratio
9.0 wetted parimeter (ft)
1.1 hyd radi (ft)
5.7 width-depth ratio
Bankfull Flow
7.7 velocity (ft/s)
73.3 discharge rate (cfs)
1.33 Froude number
Flow Resistance
0.029 Manning's roughness
0.10 D'Arcy-Weisbach Eric
9.2 resistance factor u/u*
12.7 relative roughness
Forces & Power
2.1 channel slope (%)
1.38 shear stress (lb/sq.ft.)
0.84 shear velocity (ft/s)
13 unit strm power (lb/ft/s)

QG UT2 Station 0'-2400' Longitudinal Profile
tbed -+-water srf f bankfull A x-section o riffle crest o pool o run glide RTOB LTOB Linear (RTOB) Linear (LTOB)

975
0
925
w
U
875

0 500 1000 1500 2000 2500
Channel Distance (ft)
Slope slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 4.9 --- 2397.8 (289.2 channel widths --- --- ---
riffle 5.2 (1.6-8.5) 1.1 (0.3-1.7) 50.5 (11.2-155) 6.1 (1.4-18.7) --- ---
pool 3.9 (0 - 12) 0.8 (0-2.4) 17.4 (9.2-25.9) 2.1 (1.1 - 3.1) 121.3 (347 - 42: 14.6 (4.2-51)
run 16 (8.5-38) 3.3 (1.7-7.8) 18.2 (10.1 - 26.1) 2.2 (1.2-3.1) --- ---
glide --- --- 13.2 (12.8 - 13.5) 1.6 (1.5 - 1.6) --- ---
QG UT2 Station 0'-2400' Pattern
East West Distance
4000 4200 4400 4600 4800 5000 5200 5400 5600 5800 6000
5000
45(&
C
f15
U3
0
0

40(9
0
z
3500
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 27
very fine sand 0.062 0.125 27
fine sand 0.125 0.25 27
medium sand 0.25 - 0.5 27
coarse sand 0.5 1 26
very coarse sand 1 - 2 45
very fine gravel 2 4 29
fine gravel 4 - 6 44
fine gravel 6 - 8 26
medium gravel 8 - 11 59
medium gravel 11 - 16 25
coarse gravel 16 22 34
coarse gravel 22 32 22
very coarse gravel 32 45 51
very coarse ravel 45 64 34
small cobble 64 - 90 41
medium cobble 90 128 27
large cobble 128 - 180 21
very large cobble 180 - 256 7
small boulder 256 - 362 3
small boulder 362 - 512 1
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
603
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: ERE' -6 total count: 603
Bed Surface Pebble Count,
'
r
100% silt/clay Queens Gap UT2 Station 0'-2400'

sand gravel
-+-cumulative %

cobble boulder
# of particles

70
90%
' 60
80% ----- -- -------- ----- ----

c
o
c
I

70%

-
i

50
a 60% 40
50% ----- - - - - - - - - - - --- °
Q 40% 30
I
30% I
I 20
20%
I
10
10% I
I
0% 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 0.37 mean 4.9 silt/clay 4%
D35 4.1 dispersion 15.9 sand 25%
D50 9.1 skewness -0.18 gravel 54%
D65 21 cobble 16%
D84 66 boulder 1%
D95 130
Queens Gap UT2 Station 0'-2400', riffle
937
936
935
_ 934
933
0 932
931
w 930
929
928
927
926
0
20
40 60
80 100
120
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
5.7 x-section area (ft.sq.) 12.9 W flood prone area (ft) 9.1 D50 Bed (mm)
7.4 width (ft) 1.7 entrenchment ratio 66 D84 Bed (mm)
0.8 mean depth (ft) 1.7 low bank height (ft) 106 threshold grain size (mm):
1.1 max depth (ft) 1.6 low bank height ratio
8.1 wetted parimeter (ft)
0.7 hyd radi (ft)
9.8 width-depth ratio
Bankfull Flow
6.5 velocity (ft/s)
37.0 discharge rate (cfs)
1.37 Froude number
Flow Resistance
0.040 Manning's roughness
0.21 D'Arcy-Weisbach Eric
6.2 resistance factor u/u*
3.5 relative roughness
Forces & Power
4.9 channel slope (%)
2.16 shear stress (lb/sq.ft.)
1.05 shear velocity (ft/s)
15.2 unit strm power (lb/ft/s)
Queens Gap UT2 Station 0'-2400', riffle
1004
1002
0 1000
ID 998
w
994
996
0 5
10 15 20
------------------------
25 30 35 40
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
5.7 x-section area (ft.sq.) 10.1 W flood prone area (ft) 9.1 D50 Bed (mm)
7.6 width (ft) 1.3 entrenchment ratio 66 D84 Bed (mm)
0.7 mean depth (ft) 2.2 low bank height (ft) 102 threshold grain size (mm):
1.0 max depth (ft) 2.3 low bank height ratio
8.3 wetted parimeter (ft)
0.7 hyd radi (ft)
10.2 width-depth ratio
Bankfull Flow
6.2 velocity (ft/s)
35.2 discharge rate (cfs)
1.33 Froude number
Flow Resistance
0.041 Manning's roughness
0.22 D'Arcy-Weisbach Eric
6.0 resistance factor u/u*
3.4 relative roughness
Forces & Power
4.9 channel slope (%)
2.08 shear stress (lb/sq.ft.)
1.03 shear velocity (ft/s)
14.1 unit strm power (lb/ft/s)
Queens Gap UT2 Station 0'-2400', riffle
930
928
926
924
0 922
920
a?
w 918
916
914
912
0
20
40 60
Width (ft)
80 100
120
Bankfull Dimensions Flood Dimensions Materials
5.7 x-section area (ft.sq.) 15.9 W flood prone area (ft) 9.1 D50 Bed (mm)
9.1 width (ft) 1.7 entrenchment ratio 66 D84 Bed (mm)
0.6 mean depth (ft) 4.4 low bank height (ft) 90 threshold grain size (mm):
0.9 max depth (ft) 4.8 low bank height ratio
9.5 wetted parimeter (ft)
0.6 hyd radi (ft)
14.6 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
5.6 velocity (ft/s) 0.042 Manning's roughness 4.9 channel slope (%}
32.1 discharge rate (cfs) 0.24 D'Arcy-Weisbach fric. 1.84 shear stress (lb/sq.ft.)
1.28 Froude number 5.8 resistance factor u/u* 0.97 shear velocity (ft/s)
2.9 relative roughness 10.7 unit strm power (lb/ft/s)
Queens Gap UT2 Station 0'-2400', riffle
982
980 -
978
°- 976
7
w 974
972
970
0
5
10 15 20 25
Width (ft)
30 35 40
Bankfull Dimensions Flood Dimensions Materials
5.7 x-section area (ft.sq.) 12.6 W flood prone area (ft) 9.1 D50 Bed (mm)
7.0 width (ft) 1.8 entrenchment ratio 66 D84 Bed (mm)
0.8 mean depth (ft) 2.0 low bank height (ft) 110 threshold grain size (mm):
1.3 max depth (ft) 1.6 low bank height ratio
7.8 wetted parimeter (ft)
0.7 hyd radi (ft)
8.6 width-depth ratio
Bankfull Flow
6.8 velocity (ft/s)
39.0 discharge rate (cfs)
1.41 Froude number
Flow Resistance
0.039 Manning's roughness
0.20 D'Arcy-Weisbach Eric
6.4 resistance factor u/u*
3.8 relative roughness
Forces & Power
4.9 channel slope (%)
2.23 shear stress (lb/sq.ft.)
1.07 shear velocity (ft/s)
17 unit strm power (lb/ft/s)
Queens Gap UT2 Station 0'-2400', riffle
952
950
951
949
C
948
c?
947
w
946
944
945
0
5
10
15
20
25
30
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
5.7 x-section area (ft.sq.) 24.7 W flood prone area (ft) 9.1 D50 Bed (mm)
10.3 width (ft) 2.4 entrenchment ratio 66 D84 Bed (mm)
0.6 mean depth (ft) 1.0 low bank height (ft) 81 threshold grain size (mm):
0.8 max depth (ft) 1.3 low bank height ratio
10.5 wetted parimeter (ft)
0.5 hyd radi (ft)
18.5 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
5.1 velocity (ft/s) 0.043 Manning's roughness 4.9 channel slope (%}
28.8 discharge rate (cfs) 0.27 D'Arcy-Weisbach fric. 1.65 shear stress (lb/sq.ft.)
1.22 Froude number 5.5 resistance factor u/u* 0.92 shear velocity (ft/s)
2.6 relative roughness 8.6 unit strm power (lb/ft/s)
35

Queen's Gap UT3
- bed -+- water srf -f- bankfull a x-section O riffle crest o pool o run glide x RTOB + LTOB Linear (RTOB) Linear (LTOB)
1010

1005
1000 ++ +
995
990
985 +
+ Underground Above
Underground Below
Sao x

a 975, x
910
w 965
960 -
955
950
945
940

0 200 400 600 600 10 00 1200 1400 1600 1800
Channel Distance (it)
slope (%) slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 3.1 --- 1767.2 (358.8 channel widths --- --- ---
riffle 2.1 (0-5.2) 0.7 (0- 1.7) 39.8 (9-80.1) 8.1 (1-8-16.3) --- ---
pool 1.3 (0-3.7) 0.4 (0- 1.2) 18.2 (7.6-27.4) 3.7 (1.5-5.6) 96.4 (15.1 -21( 19.6 (3.1 -43.9)
run 8.2 (5-16) 2.6 (1.6-5.2 21.8 (11.6 - 45.7) 4.4 (2.4-9.3) --- ---
glide --- --- 12.6 (9.9-18.1) 2.6 (2-3.7) --- --.
Queen's Gap UT3 Pattern
4500 4600 4700
East West Distance
4800 4900 5000 5100 5200 5300
5100
4900
4700
U
45CE
0

43t?o
z
4100
3900
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 45
very fine sand 0.062 0.125 45
fine sand 0.125 0.25 45
medium sand 0.25 - 0.5 45
coarse sand 0.5 1 46
very coarse sand 1 - 2 54
very fine gravel 2 4 57
fine gravel 4 - 6 14
fine gravel 6 - 8 7
medium gravel 8 - 11 10
medium gravel 11 - 16 20
coarse gravel 16 22 14
coarse gravel 22 32 9
very coarse gravel 32 45 7
very coarse ravel 45 64 2
small cobble 64 - 90 2
medium cobble 90 128
large cobble 128 - 180
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
422
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 422
Bed Surface Pebble Count,
'
3
100% silt/clay Queen's Gap UT3

sand gravel
-+-cumulative %

cobble boulder
# of particles

60
90%
'-
80% ----- - - - - - - - - - - - - 50
l ro 70%
i 40
c 60%
50% ----- - - I 30 °
e I
Q 40%
30% 20
20%
10
10%
I I
I
0% I 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 0.088 mean 0.8 silt/clay 11%
D35 0.3 dispersion 8.9 sand 56%
D50 0.8 skewness -0.01 gravel 33%
D65 1.9 cobble 0%
D84 6.9 boulder 0%
D95 21
Queen's Gap UT3, riffle
980
978
976
974
0
? 972
w 970
968
966
0
20
40 60
80 100
120
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
2.0 x-section area (ft.sq.) 17.3 W flood prone area (ft) 0.8 D50 Bed (mm)
4.4 width (ft) 4.0 entrenchment ratio 6.9 D84 Bed (mm)
0.5 mean depth (ft) 3.6 low bank height (ft) 40 threshold grain size (mm):
0.7 max depth (ft) 5.5 low bank height ratio
4.7 wetted parimeter (ft)
0.4 hyd radi (ft)
9.5 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
6.8 velocity (ft/s) 0.022 Manning's roughness 3.1 channel slope (%}
13.7 discharge rate (cfs) 0.07 D'Arcy-Weisbach fric. 0.82 shear stress (lb/sq.ft.)
1.86 Froude number 10.5 resistance factor u/u* 0.65 shear velocity (ft/s)
20.3 relative roughness 6.1 unit strm power (lb/ft/s)
Queen's Gap UT3, pool
960.5
959.5
C
°- 958.5
CZ
°' 958
w
960
959
957.5
957
956.5
0
10
20 30
40 50
60
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
2.0 x-section area (ft.sq.) --- W flood prone area (ft) 0.8 D50 Bed (mm)
13.9 width (ft) --- entrenchment ratio 6.9 D84 Bed (mm)
0.1 mean depth (ft) 0.7 low bank height (ft) 13 threshold grain size (mm):
0.8 max depth (ft) 0.8 low bank height ratio
14.4 wetted parimeter (ft)
0.1 hyd radi (ft)
96.2 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
3.3 velocity (ft/s) 0.021 Manning's roughness 3.1 channel slope (%}
6.7 discharge rate (cfs) 0.10 D'Arcy-Weisbach fric. 0.27 shear stress (lb/sq.ft.)
1.56 Froude number 8.8 resistance factor u/u* 0.37 shear velocity (ft/s)
6.4 relative roughness 0.93 unit strm power (lb/ft/s)
Queen's Gap UT3, riffle
1001
999
_ 997
c
°- 995
>
w 993
991
989
0 5 10
15 20 25 30
Width (ft)
35 40 45 50
Bankfull Dimensions Flood Dimensions Materials
2.0 x-section area (ft.sq.) 9.9 W flood prone area (ft) 0.8 D50 Bed (mm)
3.1 width (ft) 3.2 entrenchment ratio 6.9 D84 Bed (mm)
0.6 mean depth (ft) 1.1 low bank height (ft) 48 threshold grain size (mm):
0.9 max depth (ft) 1.2 low bank height ratio
4.0 wetted parimeter (ft)
0.5 hyd radi (ft)
4.8 width-depth ratio
Bankfull Flow
7.9 velocity (ft/s)
16.0 discharge rate (cfs)
1.96 Froude number
Flow Resistance
0.021 Manning's roughness
0.06 D'Arcy-Weisbach Eric
11.1 resistance factor u/u*
28.5 relative roughness
Forces & Power
3.1 channel slope (%)
0.98 shear stress (lb/sq.ft.)
0.71 shear velocity (ft/s)
9.9 unit strm power (lb/ft/s)
Queen's Gap UT3, pool
1000
998
996
994
0 992
990-
(D
988 -
986 ----------- --------7 ---------------
984 - 1 -01, L- 982
0 10 20 30 40 50 60 70 80 90
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
2.0 x-section area (ft.sq.) --- W flood prone area (ft) 0.8 D50 Bed (mm)
3.8 width (ft) --- entrenchment ratio 6.9 D84 Bed (mm)
0.5 mean depth (ft) 3.2 low bank height (ft) 43 threshold grain size (mm):
0.7 max depth (ft) 4.4 low bank height ratio
4.4 wetted parimeter (ft)
0.5 hyd radi (ft)
7.3 width-depth ratio
Bankfull Flow
7.3 velocity (ft/s)
14.5 discharge rate (cfs)
1.90 Froude number
Flow Resistance
0.021 Manning's roughness
0.07 D'Arcy-Weisbach Eric
10.8 resistance factor u/u*
23.1 relative roughness
Forces & Power
3.1 channel slope (%)
0.88 shear stress (lb/sq.ft.)
0.67 shear velocity (ft/s)
7.3 unit strm power (lb/ft/s)
Queen's Gap UT3, riffle
988
986
984
-? 982
° 980
c?
978
w
976
974
972
0 10 20
30 40 50
Width (ft)
60 70 80 90 100
Bankfull Dimensions Flood Dimensions Materials
2.1 x-section area (ft.sq.) 10.7 W flood prone area (ft) 0.8 D50 Bed (mm)
7.3 width (ft) 1.5 entrenchment ratio 6.9 D84 Bed (mm)
0.3 mean depth (ft) 3.3 low bank height (ft) 27 threshold grain size (mm):
0.5 max depth (ft) 6.4 low bank height ratio
7.4 wetted parimeter (ft)
0.3 hyd radi (ft)
25.6 width-depth ratio
Bankfull Flow
5.1 velocity (ft/s)
10.7 discharge rate (cfs)
1.70 Froude number
Flow Resistance
0.022 Manning's roughness
0.09 D'Arcy-Weisbach Eric
9.7 resistance factor u/u*
12.6 relative roughness
Forces & Power
3.1 channel slope (%)
0.55 shear stress (lb/sq.ft.)
0.53 shear velocity (ft/s)
2.8 unit strm power (lb/ft/s)

UT4 (Lower) Longitudinal Profile
{bed -+-water srf 0 bankfull o x-section o riffle crest o pool o run glide x RTOB + LTOB Linear (RTOB) Linear (LTOB)

940 + -
x
F
a 920
w

900

0 200 400 600 ^000 1000 1200
Channel Distance (d)
slope (%) slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 3.4 --- 1259.6 (166.9 channel widths --- --- ---
riffle 7.1 (2.1 -36) 2.1 (0.6 - 10. 52.8 (4.5 -146.5) 7 (0.6-19.4) --- ---
pool 0 (0-1.2) 0 (0-0.4) 20.5 (3.8-40.3) 2.7 (0.5-5.3) 69.5 (8.6-119. 9.2 (1.1 -15.8)
run 18 (3-56) 5.3 (0.9-16. 19.0 (4.8-49.3) 2.5 (0.6-6.5) --- ---
glide --- --- 17.2 (11.4 - 25.1) 2.3 (1.5-3.3) --- --.
Queens Gap UT4 (Lower), pool
920
918
916
0 914
> 912
m
w 910
908
906
0
5
10
25 30 35
15 20
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
4.6 x-section area (ft.sq.) --- W flood prone area (ft) 6 D50 Bed (mm)
11.9 width (ft) --- entrenchment ratio 42 D84 Bed (mm)
0.4 mean depth (ft) 1.8 low bank height (ft) 39 threshold grain size (mm):
1.0 max depth (ft) 1.9 low bank height ratio
12.4 wetted parimeter (ft)
0.4 hyd radi (ft)
30.9 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
3.9 velocity (ft/s) 0.037 Manning's roughness 3.4 channel slope (%}
17.8 discharge rate (cfs) 0.22 D'Arcy-Weisbach fric. 0.79 shear stress (lb/sq.ft.)
1.12 Froude number 6.1 resistance factor u/u* 0.64 shear velocity (ft/s)
2.8 relative roughness 3.2 unit strm power (lb/ft/s)
Queens Gap UT4 (Lower), riffle
0
7
Cll
W
1144
1143
1142
1141
1140
1139
1138
1137
10
Width (ft)
15 20 25
Bankfull Dimensions Flood Dimensions Materials
4.6 x-section area (ft.sq.) 13.8 W flood prone area (ft) 6 D50 Bed (mm)
7.2 width (ft) 1.9 entrenchment ratio 42 D84 Bed (mm)
0.6 mean depth (ft) 1.5 low bank height (ft) 61 threshold grain size (mm):
1.1 max depth (ft) 1.3 low bank height ratio
7.9 wetted parimeter (ft)
0.6 hyd radi (ft)
11.4 width-depth ratio
Bankfull Flow
5.6 velocity (ft/s)
25.7 discharge rate (cfs)
1.29 Froude number
Flow Resistance
0.034 Manning's roughness
0.16 D'Arcy-Weisbach Eric.
7.0 resistance factor u/u*
4.6 relative roughness
Forces & Power
3.4 channel slope (%)
1.24 shear stress (lb/sq.ft.)
0.80 shear velocity (ft/s)
7.5 unit strm power (lb/ft/s)
Queens Gap UT4 (Lower), riffle
1138
1137.5
1137
1136.5
1136
1135.5
1135
w 1134.5
1134
1133.5
1133
0
10 20
30 40
50 60 70
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
4.6 x-section area (ft.sq.) 13.7 W flood prone area (ft) 6 D50 Bed (mm)
7.9 width (ft) 1.7 entrenchment ratio 42 D84 Bed (mm)
0.6 mean depth (ft) 1.9 low bank height (ft) 59 threshold grain size (mm):
0.9 max depth (ft) 2.1 low bank height ratio
8.2 wetted parimeter (ft)
0.6 hyd radi (ft)
13.3 width-depth ratio
Bankfull Flow
5.3 velocity (ft/s)
24.7 discharge rate (cfs)
1.25 Froude number
Flow Resistance
0.035 Manning's roughness
0.17 D'Arcy-Weisbach Eric
6.8 resistance factor u/u*
4.3 relative roughness
Forces & Power
3.4 channel slope (%)
1.20 shear stress (lb/sq.ft.)
0.79 shear velocity (ft/s)
6.7 unit strm power (lb/ft/s)
UT4 (Lower) Pattern
5400
5600
5800
a?
C-
0 6000
0

E 6200
0
z
6400
6600
6000 5900 5800 5700 5600 5500 5400
East West Distance
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 11
very fine sand 0.062 0.125 11
fine sand 0.125 0.25 11
medium sand 0.25 - 0.5 11
coarse sand 0.5 1 12
very coarse sand 1 - 2 23
very fine gravel 2 4 12
fine gravel 4 - 6 11
fine gravel 6 - 8 7
medium gravel 8 - 11 6
medium gravel 11 - 16 12
coarse gravel 16 22 15
coarse gravel 22 32 13
very coarse gravel 32 45 20
very coarse ravel 45 64 14
small cobble 64 - 90 10
medium cobble 90 128 4
large cobble 128 - 180 1
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
204
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 204
Bed Surface Pebble Count,
'
100% silt/clay Queens Gap UT4 (Lower)

sand gravel
-+-cumulative %
cobble boulder
# of particles
25
90%
'-
80% ----- - - - - - - - - - - ---------
20
ca
l `d
70%
-
?

c
60%

15 _

?

w 50% ----- -- -------- --- °

Q 40% 10 ?.

30% 0
20% 5
10%
0% 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 0.24 mean 3.2 silt/clay 5%
D35 1.6 dispersion 16.0 sand 33%
D50 6 skewness -0.18 gravel 54%
D65 18 cobble 7%
D84 42 boulder 0%
D95 75

Queens Gap UT5 Longitudinal Profile
{ bed -+- water srf -0 bankfull x-section o riffle crest o pool c run glide x RTOB + JOB Linear (RTOB) Linear (LTOB)
970

1
966 1
+
960
95: x

1950 +
w 945
940
9 35
930

0 100 200 300 400 500 600
Channel Distance (ft)
slope (%) slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 4.3 --- 615.3 (109.9 channel widths --- --- ---
riffle 4.8 (3.6-5.9) 1.1 (0.8-1,4 62.9 (20.3 - 111.2) 11.2 (3.6-19.9) --- ---
pool 1.8 (0.81 -2.9) 0.4 (0.2-0.7 23.6 (10.9 - 39.4) 4.2 (1.9-7) 113.4 (78.3-15,1 20.2 (14-27.7)
run 5.3 (4.5-6.4) 1.2 (1 -1.5) 23.9 (18.6 - 28.7) 4.3 --- ---
UT 5 Pattern
5100
5200
a? 5300
v
Co
n
5400
0
Cn
0
z 5500
5600
5700
5900 5800 5700 5600 5500
5400
East West Distance
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 5
very fine sand 0.062 0.125 5
fine sand 0.125 0.25 6
medium sand 0.25 - 0.5 6
coarse sand 0.5 1 6
very coarse sand 1 - 2 22
very fine gravel 2 4 10
fine gravel 4 - 6 11
fine gravel 6 - 8 6
medium gravel 8 - 11 15
medium gravel 11 - 16 26
coarse gravel 16 22 20
coarse gravel 22 32 22
very coarse gravel 32 45 33
very coarse ravel 45 64 49
small cobble 64 - 90 42
medium cobble 90 128 15
large cobble 128 - 180 6
very large cobble 180 - 256
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
305
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------

Note: total count: 305
Bed Surface Pebble Count,
'
i
100% silt/clay Queen's Gap UT5

sand gravel
-+-cumulative %

cobble boulder
# of particles

60
90%
'-
80% ----- - - - - - - - - - - - - - - - - - - - - I 50
l ro 70% -
i 40
c 60%
50% ----- - - - - - - - - - - -------- I 30 °

Q 40%

30%
- I
I
I
20
20% I
I

I 10
10% I
I
I
0% I 0

0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 1.9 mean 11.7 silt/clay 2%
D35 14 dispersion 8.7 sand 15%
D50 28 skewness -0.30 gravel 63%
D65 47 cobble 21%
D84 72 boulder 0%
D95 100
&? b rr,^
UT5 XS120'
96

95
94
93
- ------
. 77 ------------- --- --------------------- ----- ------ --........
CO
aT
92
w

91
94
89

0 10 20 30 40 50 60
Width
Bankfull Dimensions Flood Dimensions Materials
3.5 x-section area (ft.sq.) 11.3 W flood prone area (ft) 28 D50 Bed (mm)
7.7 width (ft) 1.5 entrenchment ratio 72 D84 Bed (mm)
0.5 mean depth (ft) 3.4 low bank height (ft) --- threshold grain size (mm):
0.8 max depth (ft) 4.2 low bank height ratio
7.9 wetted parimeter (ft)
0.4 hyd radi (ft)
16.8 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
--- velocity (ft/s) 0.047 Manning's roughness --- channel slope (%)
discharge rate (cfs) 0.33 D'Arcy-Weisbach fric. --- shear stress (lb/sq.ft.)
- Froude number 4.9 resistance factor u/u* --- shear velocity (ft/s)
1.9 relative roughness --- unit strm power (lb/ft/s)

UT5 XS 560'
101

99

97
c
a
95
m
w 93 - _ ----

91
89

0 5 10 15 20 25 30
Width
Bankfull Dimensions Flood Dimensions Materials
3.5 x-section area (ft.sq.) 5.0 W flood prone area (ft) 28 D50 Bed (mm)
4.1 width (ft) 1.2 entrenchment ratio 72 D84 Bed (mm)
0.9 mean depth (ft) 3.1 low bank height (ft) --- threshold grain size (mm):
1.3 max depth (ft) 2.4 low bank height ratio
5.2 wetted parimeter (ft)
0.7 hyd radi (ft)
4.7 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
--- velocity (ft/s) 0.041 Manning's roughness --- channel slope (%)
discharge rate (cfs) 0.22 D'Arcy-Weisbach fric. --- shear stress (lb/sq.ft.)
- Froude number 6.0 resistance factor u/u* --- shear velocity (ft/s)
3.7 relative roughness --- unit strm power (lb/ft/s)
U T5 XS 570'
97
96
95
0
94
w
LL' 93
92
91

0 5
10 15 20
Width
25
30
Bankfull Dimensions Flood Dimensions Materials
3.5 x-section area (ft.sq.) 8.2 W flood prone area (ft) 28 D50 Bed (mm)
7.4 width (ft) 1.1 entrenchment ratio 72 D84 Bed (mm)
0.5 mean depth (ft) 2.2 low bank height (ft) --- threshold grain size (mm):
0.8 max depth (ft) 2.8 low bank height ratio
7.9 wetted parimeter (ft)
0.4 hyd radi (ft)
15.7 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
velocity (ft/s) 0.047 Manning's roughness --- channel slope (%)
discharge rate (cfs) 0.34 D'Arcy-Weisbach fric. --- shear stress (lb/sq.ft.)
- Froude number 4.9 resistance factor u/u* --- shear velocity (ft/s)
2.0 relative roughness --- unit strm power (lb/ft/s)
Queens Gap Bank Failures UT6
RBFL20. Station 0+50 looking downstream. Treatment: Reslope banks.
RBUC20. Station 2+85. Treatment: Root wad placement.
placement.
LBFL12. Station 3+50. Treatment: Reslope banks.
RBFL20. Station 3+80 looking downstream. Treatment: Log vane
LBFL20. Station 4+50 looking downstream. Treatment: J-hook placement.
RBUC10. Station 5+50. Treatment: Root wad.
LBFL20. Station 6+35. Treatment: J-hook placement.
RBFL15. Station 6+65. Treatment: J-hook placement and reslope banks.
and reslope banks.
LBUC20. Station 7+50. Treatment: J-hook placement and reslope banks.
RBUC20. Station 8+00 looking downstream. Treatment: J-hook placement
RBUC15. Station 11+50. Treatment: Root wad placement.
LBUC20. Station 11+75. Treatment: Log vane and root wad placement.

UT6 Longitudinal Profile
[bed -+-water srf f bankfull L x-section 0 riffle crest 0 pool ® run glide x RTOB + LTOB Linear (RTOB) Linear (LTOB)

0 1110 ?f X X

C Xx
+ x X+
a7i + +
W X +
1090-

0 200 400 600 800 1000 1200
Channel Distance (ft)
slope (%) slope ratio length (ft) length ratio pool-pool spacing (ft) p-p ratio
reach 2.3 --- 1176.4 (212.2 channel widths --- --- ---
riffle 7.2 (1,2-45) 3.1 (0.5 - 19. 30.9 (4.6-187) 5.6 (0.8-33.7) --- ---
pool 0 (0-2) 0 (0-0.9) 13.8 (4.8-22.1) 2.5 (0.9-4) 69.6 (19.8 - 21' , 12.6 (3.6-38.2)
run 3.3 (1.5-5.3) 1.4 (0.7-2.2 18.0 (7.4-33) 3.2 --- ---
glide --- --- 10.0 1.8 --- --.
UT6 Pattern
653950
654050
654150
v
0 654250
4-
I
0

0 654350
z
654450
654550
1105250 1105150 1105050 1104950 1104850 1104750 1104650
East West Distance
Bed Surface
Material
Size Range (mm;
Count
silt/clay 0 0.062 40
very fine sand 0.062 0.125 26
fine sand 0.125 0.25 23
medium sand 0.25 - 0.5 18
coarse sand 0.5 1 14
very coarse sand 1 - 2 12
very fine gravel 2 4 5
fine gravel 4 - 6 5
fine gravel 6 - 8 3
medium gravel 8 - 11 1
medium gravel 11 - 16 8
coarse gravel 16 22 3
coarse gravel 22 32 13
very coarse gravel 32 45 8
very coarse ravel 45 64 10
small cobble 64 - 90 13
medium cobble 90 128 8
large cobble 128 - 180 2
very large cobble 180 - 256 2
small boulder 256 - 362
small boulder 362 - 512
medium boulder 512 - 1024
large boulder 1024 - 2048
very large boulder 2048 4096
total particle count:
214
bedrock -------------
clay hardpan -------------
detritus/wood -------------
artificial -------------
total count:
Note: X51030 & XS 400 214
Bed Surface Pebble Count,
'
i
100% silt/clay Queens Gap UT6

sand gravel
-+-cumulative %

cobble boulder
# of particles

45
90% 40
'- 80% ----- -- ----- 35
ro 70%
30
60%
25
m
50%
L 20
Q 40%
30% 15
20%

r -
10
10% I
I 5
0% - I
1 0
-
0.01 0.1 1 10 100 1000 10000
particle size (mm)
Size (mm) Size Distribution Type
D16 0.062 mean 1.7 silt/clay 19%
D35 0.16 dispersion 50.0 sand 43%
D50 0.5 skewness 0.31 gravel 26%
D65 4.4 cobble 12%
D84 46 boulder 0%
D95 95

Queens Gap UT6, riffle
1105

1104
1103
0
1102
1101
---- ------------------------ ----- -------- --

1100 -
1099

1098
0 5 10 15 20 25 30 35 40 45 50
Width (ft)
Ba nkfull Dimensions Flood D imensions Materials
3.0 x-section area (ft.sq.) 13.3 W flood prone area (ft) 0.5 D50 Bed (mm)
5.4 width (ft) 2.5 entrenchment ratio 46 D84 Bed (mm)
0.6 mean depth (ft) 1.3 low bank height (ft) 33 threshold grain size (mm):
0.8 max depth (ft) 1.6 low bank height ratio
6.4 wetted parimeter (ft)
0.5 hyd radi (ft)
9.7 width-depth ratio
Ba nkfull Flow Flow Resistance Forces & Power
3.6 velocity (ft/s) 0.038 Manning's roughness 2.3 channel slope (°lQ)
10.7 discharge rate (cfs) 0.21 D'Arcy-Weisbach fric. 0.66 shear stress (lb/sq.ft.)
0.93 Froude number 6.1 resistance factor u/u* 0.59 shear velocity (ft/s)
3.7 relative roughness 2.8 unit strm power (lb/ft/s)
Queens Gap UT6, pool
1126
1124
1122
1120
0
1118
w 1116
1114
1112
1110
0
20
40 60
80 100
120
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
3.0 x-section area (ft.sq.) 9.9 W flood prone area (ft) 0.5 D50 Bed (mm)
5.7 width (ft) 1.8 entrenchment ratio 46 D84 Bed (mm)
0.5 mean depth (ft) 1.2 low bank height (ft) 34 threshold grain size (mm):
0.7 max depth (ft) 1.6 low bank height ratio
6.0 wetted parimeter (ft)
0.5 hyd radi (ft)
10.8 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
3.7 velocity (ft/s) 0.038 Manning's roughness 2.3 channel slope (%}
10.9 discharge rate (cfs) 0.21 D'Arcy-Weisbach fric. 0.70 shear stress (lb/sq.ft.)
0.93 Froude number 6.1 resistance factor u/u* 0.60 shear velocity (ft/s)
3.5 relative roughness 2.8 unit strm power (lb/ft/s)
Queens Gap UT6, riffle
1119
1117
1115
0
i6 1113
m
w 1111
1109--
11074
0
10
20 30 40 50
Width (ft)
60 70 80
Bankfull Dimensions Flood Dimensions Materials
3.0 x-section area (ft.sq.) 9.2 W flood prone area (ft) 0.5 D50 Bed (mm)
5.7 width (ft) 1.6 entrenchment ratio 46 D84 Bed (mm)
0.5 mean depth (ft) 1.3 low bank height (ft) 35 threshold grain size (mm):
0.7 max depth (ft) 1.9 low bank height ratio
6.1 wetted parimeter (ft)
0.5 hyd radi (ft)
10.7 width-depth ratio
Bankfull Flow
3.7 velocity (ft/s)
11.3 discharge rate (cfs)
0.93 Froude number
Flow Resistance
0.038 Manning's roughness
0.21 D'Arcy-Weisbach Eric
6.1 resistance factor u/u*
3.5 relative roughness
Forces & Power
2.3 channel slope (%)
0.71 shear stress (lb/sq.ft.)
0.61 shear velocity (ft/s)
2.8 unit strm power (lb/ft/s)
Upper Harris Creek, riffle
1020
1015
1010
0
(> 1005 -
w
1000
995
0 20 40
60 80 100
Width (ft)
120 140 160 180 200
Bankfull Dimensions Flood Dimensions Materials
14.5 x-section area (ft.sq.) 75.0 W flood prone area (ft) 35 D50 Bed (mm)
17.4 width (ft) 4.3 entrenchment ratio 86 D84 Bed (mm)
0.8 mean depth (ft) 2.2 low bank height (ft) 84 threshold grain size (mm):
1.5 max depth (ft) 1.4 low bank height ratio
18.2 wetted parimeter (ft)
0.8 hyd radi (ft)
20.9 width-depth ratio
Bankfull Flow
5.6 velocity (ft/s)
81.7 discharge rate (cfs)
1.11 Froude number
Flow Resistance
0.042 Manning's roughness
0.22 D'Arcy-Weisbach Eric
6.0 resistance factor u/u*
3.0 relative roughness
Forces & Power
3.4 channel slope (%)
1.70 shear stress (lb/sq.ft.)
0.94 shear velocity (ft/s)
9.9 unit strm power (lb/ft/s)
Upper Harris Creek, pool
1020
1015 -
1010
0
._?6
w 1005
1000
995
0 20 40 60 80 100 120 140 160 180
Width (ft)
Bankfull Dimensions Flood Dimensions Materials
15.7 x-section area (ft.sq.) 102.8 W flood prone area (ft) 35 D50 Bed (mm)
18.5 width (ft) 5.6 entrenchment ratio 86 D84 Bed (mm)
0.8 mean depth (ft) --- low bank height (ft) 84 threshold grain size (mm):
1.9 max depth (ft) --- low bank height ratio
19.4 wetted parimeter (ft)
0.8 hyd radi (ft)
21.9 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
5.8 velocity (ft/s) 0.041 Manning's roughness 3.4 channel slope (%}
91.5 discharge rate (cfs) 0.21 D'Arcy-Weisbach fric. 1.72 shear stress (lb/sq.ft.)
1.14 Froude number 6.2 resistance factor u/u* 0.94 shear velocity (ft/s)
3.0 relative roughness 10.5 unit strm power (lb/ft/s)
Queens Gap Bank Failures Harris Creek Middle Reach UT4-UT2
Station 17+00 - 42+00
J-hook placement.
RBUC30. Station 21+50 looking upstream. Treatment: J-hook placement.
placement.
wad installment.
RBUC30. Station 22+75 looking upstream. Treatment: Log Vane
RBUC20. Station 24+80 looking upstream. Treatment: Root wad placement
and reslope banks.
RBFL60. Station 26+25 looking upstream. Treatment: Log Vane placement
and reslope banks.
LBUC40. Station 27+30 looking upstream. Treatment: Root wad placement.
Cut bankfull bench.
placement.
LBUC20. Station 29+50 looking upstream. Treatment: Cross vane
placement.
LBUC40. Station 32+40 looking downstream. Treatment: Log vane
RBUC15. Station 33+75 looking upstream. Undercut bank and channel
entrenchment. Treatment: Reslope banks and cut bankfull bench.
placement.
and reslope banks.
LBUC50. Station 37+00 looking downstream. Treatment: J-hook
LBUC40. Station 38+00 looking downstream. Cross vane placement
RBUC40. Station 41+00 looking upstream. Treatment: J-hook placement
and reslope banks.