Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood

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Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
Bronson Creek
An Integrated Study of an Urban Stream in Washington Co., Oregon

                          Paula Hood
                        December 8, 2008
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
INTRODUCTION

       The flow of water through an undisturbed watershed is a complex process. Precipitation

percolates into the ground, saturating the soils by filling the spaces between soil particles. Water

moves very slowly through the soil as groundwater, eventually recharging streams and rivers even in

times of low precipitation or drought. Water is also taken up and stored by trees, fungi, rotting logs,

and other plant and animal life. Some water evaporates and enters the atmosphere, and later falls back

to earth as precipitation. Streams and rivers transport the water out to the oceans, where it becomes

part of the cycle of the world’s weather patterns and precipitation. In many steps along its way through

a watershed, water is filtered, cooled, and distributed slowly over the landscape to create a diversity of

plant life, wildlife habitats, and ecosystems (Caduto 1990; Murdoch 2001; Robertson 2008).

       In urban watersheds, however, the historic patterns of water movement, filtration, and

distribution across the watershed are disrupted, potentially causing a variety of problems. Human

developments such as shopping malls, neighborhoods, condominiums, gas stations, roads, and parking

lots all have impacts on water movement and water quality. Large areas of impermeable surfaces (such

as concrete parking lots and roads) cause water to be transported quickly into streams, rather than

percolating into the soil and eventually the ground water. This takes away important filtration and

cooling mechanisms, and the run-off water can pollute streams with petrochemicals and residues from

leaking cars, as well as cause stream temperatures to rise significantly, particularly during the summer

months when pavement is hot. Run-off water from urban areas can pick up and transport other

pollutants into streams as well. Typical non-point source pollutants in an urban watershed also include

fertilizers, pesticides, and herbicides from gardens and small farms, fecal bacteria from dogs, cats, and

faulty septic systems, toxic pollution from factories and residential spills, and excess sediment from

construction, roads, and erosion. With ever-expanding urban and suburban developments, agriculture,

                                                                                                          1
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
and resource extraction, streams face many different challenges to their health, and to their ability to

support a diversity of fish and wildlife (Murdoch 2001; Robertson 2008).

       Vegetation (particularly riparian vegetation), stream structure, and soils, all play large roles in

protecting the overall biotic integrity of the streams in a watershed. In urban watersheds, streams are

often heavily channelized to make room for human development. Complex stream structures such as

meanders, natural wetlands, side channels, and flood plains are severely limited or non-existent.

Levees, rip-rap, and culverts are used to constrain streams to more narrow channels in order to direct

them under roads and between developments. This changes their structure and their historic flow

patterns, often causing them to widen and slow in certain areas (particularly around culverts), which

can raise water temperature beyond acceptable levels. Many stream organisms such as certain

macroinvertebrate species and fish (including salmonids) rely heavily on complex structural habitats

such as pools, riffles, cut-banks, and side channels. Complex stream structure is a key component of

the biotic integrity of a stream, and many aquatic organisms can not survive without the conditions

found in these habitats (Murdoch 2001; Robertson 2008).

       Limited riparian vegetation in an urban watershed can be a major source of concern. Because

of the importance of riparian vegetation, looking at the land and the vegetation surrounding a stream is

a good place to start when beginning an inquiry about a particular stream’s health. Riparian vegetation

provides many important functions for a stream. The overhanging vegetation shades the stream,

keeping water temperatures cool. (Murdoch, et al. 2001; Voshell 2002) Many of the organisms that

live in a stream may not be able to tolerate warm water. Some species of fish and many species of

macroinvertebrates, for example, need cooler water temperatures in order to survive (Adams 2003).

Even the comparatively small shade provided by overhanging grasses can make a crucial difference in

stream temperature (Caduto 1990; Voshell 2002). Riparian vegetation serves to support a reliable flow

of ground water, even in low rain-fall seasons, because the roots of the vegetation keep soil from being

                                                                                                             2
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
compacted, and promote soil pores which can hold ground water. Plant roots also hold soil in place,

preventing erosion of sediment into the stream. Erosion of stream banks can introduce large and

continuous amounts of sediment, negatively impacting macroinvertebrates, fish, and amphibians.

Riparian vegetation also provides protective cover and nursery habitat for spawning and young stream

organisms. Grassy backwaters, protected weedy areas, and pools formed by large downed wood are all

important examples of essential rearing and spawning habitats formed by the presence of riparian

vegetation (Caduto1990; Murdoch 2001; Robertson 2008; Voshell 2002).

       A watershed’s soil is very important to the overall health of the watershed, and particularly to

the health of the streams in the watershed. The soils in a watershed are a product of several factors,

including the geology of the area, topography, climate, and vegetation. The composition of the soil

parent material is important to soil structure and characteristics, and can be made up of materials such

as bed rock, ash from volcanic eruptions, or fine silts from great floods (Robertson 2008). Vegetation

has important influences on soil characteristics and health. Soils, and all of the organisms living in

those soils, are important for recycling and releasing nutrients in the system. Plants and other

organisms depend on these nutrients, such as nitrogen, that are converted into usable forms by soil

biota. The healthier the soil, the greater its ability to support healthy and diverse animal, plant,

bacterial, and fungal communities. Without healthy soils, erosion, compaction, poor plant growth, and

compromised ecosystems all affect the watershed and its streams (Robertson 2008).

       Because activities which take place in one part of a watershed can drastically affect another

area, sometimes miles away, stream water quality can be an effective indicator of problems over large

areas. For example, if substantial percentages of a watershed have been deforested and replaced with

impermeable concrete surfaces then, as a result, higher-than-historic water temperatures may be a

problem many miles downstream of the deforested area. Another example is when sediment,

pesticides, and toxic pollution are picked up from the land by rainwater run-off, bringing it into nearby

                                                                                                           3
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
streams both small and large. Those streams carry the pollution to larger streams, and then those

streams carry it to even larger streams, and so on. Examining a small section of stream can be an

effective way to assess the health of the watershed upstream of the sample site. (Murdoch 2001). On a

finer scale, investigating the riparian vegetation adjacent to a relatively small stretch of stream is

important, too. Even a relatively small stretch of stream with adequate riparian vegetation, natural

curvature, and complex structure can make a positive difference to a larger area, especially in an urban

area. Urban conservation and restorations projects often focus on relatively small available stretches of

streams or wetlands. While these preserved or restored areas may not be very large, the services they

provide are very tangible and include flood control, temperature control, filtration of pollution,

wildlife and fish habitat, providing clean oxygen, CO2 sequestering, recreation, and a higher quality of

life for humans near and far (Adams 2003; Murdoch 2001).

       The Clean Water Act (CWA) was created to require protection of water quality for beneficial

uses, including recreation and wildlife habitat. The Endangered Species Act (ESA) mandated

protection of species listed as endangered or threatened. The CWA necessitated the creation of criteria

and standards for water quality. Many government agencies and groups work together to ensure that a

balance between human uses and environmental quality is reached, and that water quality standards

are met. When water quality standards are not met, improvement plans and monitoring are put in place

to ensure movement towards the attainment of water quality standards. Particularly in areas with

endangered or threatened species such as certain salmonids, water quality standards may be based on

the recovery or health of these species (Smith et. al. 2005).

       Our study assessed the general character and health of Bronson Creek, an urban stream in

Washington County, Oregon. We collected data on stream curvature, stream discharge, riparian

vegetation, chemical water quality parameters, and macroinvertebrate populations along a small

stretch of Bronson Creek. General watershed health was also taken into account, and we looked at

                                                                                                         4
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
some of the land uses and potential problems in the drainage as a whole. These parameters

encompassed the five components of stream biotic integrity: habitat structure, water quality, energy

source, and flow regime, and biotic interactions, and provided for a holistic approach in looking at the

stream’s health (Murdoch 2001). Studying all of these parameters is important in helping to determine

the conditions within a stream, such as whether there is enough oxygen for aquatic organisms,

including salmonids, to survive. Monitoring these parameters is also important in making sure that a

stream is in compliance with the Clean Water and Endangered Species Acts. Water from Bronson

Creek flows into Beaverton Creek and Rock Creek, and then eventually into the Tualatin River. The

Tualatin River supports salmonids and other species which are legally protected under the Endangered

Species Act. Historically, Bronson Creek, Beaverton Creek, and Rock Creek may have supported

steelhead or other salmonid species (Robertson 2008; Smith et. al. 2005). Bronson Creek has had

documented problems meeting water quality guidelines, often exceeding standards for pollutants such

as bacteria and high temperatures (EPA 2008; Smith et. al. 2005) This study allowed us to determine

some of the challenges facing Bronson Creek, the possible sources of those problems, and restoration

opportunities to improve the creek.

METHODS AND MATERIALS

BRONSON CREEK LOCATION, BACKGROUND, and HISTORY

       Bronson Creek is a small stream located almost entirely within Washington County, Oregon

(figure 1). The headwaters flow from the Forest Park area in Multnomah County, and most of the

stream reach is not more than a few miles outside of Multnomah County and the Portland city limits.

From its headwaters in the top of Forest Park and the Tualatin Mountains, the stream flows southwest

until it drains into Beaverton Creek, which is a tributary of Rock Creek. In turn, Rock Creek flows into

the Tualatin River, which eventually drains into the Willamette River. The mainstem of Bronson

Creek is approximately 5 miles long, and flows under several major roads, including Laidlaw, Kaiser,

                                                                                                       5
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
West Union, Hwy 26, and Cornell Blvd (figure 3) (Delmore, 2004; Robertson, 2008). The creek is also

adjacent to major urban developments, such as Tannesborne Mall, large parking lots, apartments,

condominiums, and new construction (Robertson, 2008).

FIGURE 1: Oregon Counties, with Washington County highlighted
Copied from: commons.wikimedia.org:

                      FIGURE 2: Watersheds within the Tualatin River Basin
   Image copied from: http://www.swrp.esr.pdx.edu/images/watersheds/maps/tualatin_basin.jpg
                                                                                                  6
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
Tualatin Mountains

                              Bronson Creek
                              Headwaters

           Bronson Creek
           Study Site

FIGURE 3: Bronson Creek. Satellite image copied from: Google Earth

                                                                        7
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
Bronson Creek

          Storm Water Retention
          Pond and Wetland

FIGURE 4: Main study reach of Bronson Creek
Adapted from a GoogleEarth picture copied from Dr. Robertson’s ESR202 lecture notes, 2008.

       By the mid 1800’s, European settlement had dramatically changed the Tualatin River basin,

including Bronson Creek watershed. Previous to European settlement, native peoples living in the

Tualatin River basin had survived by hunting big game animals and gathering berries, Wapato, camas,

and other native plants. They used controlled burns to promote some of these resources on the

landscape (Smith et. al. 2005). As Europeans arrived, the landscape was altered by logging, trapping,

and agriculture, and eventually by roads, cities, and urbanization. Streams were particularly impacted

by damming, removal of large woody debris, irrigation, channelization, and pollution. By the 1970’s,

the need for healthier streams and tighter regulations had been recognized. The Clean Water Act

(CWA) was created to require protection of water quality for beneficial uses, including recreation and
                                                                                                         8
Bronson Creek An Integrated Study of an Urban Stream in Washington Co., Oregon - Paula Hood
wildlife habitat. The Endangered Species Act (ESA) mandated protection of species listed as

endangered or threatened, including recovery plans for their long-term survival (Robertson 2008;

Smith et. al. 2005).

       Today, Clean Water Services (CWS) has jurisdiction over streams and surface water within the

Washington County urban growth boundary, including Bronson Creek. The goals, regulations, and

mission of the agency are driven primarily by the CWA and the ESA. Part of the mission of the CWS

is to “provide cost effective and environmentally sensitive management of resources” (Smith et. al.

2005). In order to fulfill these goals, the CWS created the Healthy Streams Plan, which includes all

streams within the urban portions of the Tualatin basin, as well as some stream reaches beyond the

urban boundary which flow into the urban boundary. Bronson creek is included in the Healthy Streams

Plan. CWS has been monitoring Bronson Creek since 1994, and developing restoration projects since

1998. A major thrust of the Healthy Streams Plan is to move streams in the Tualatin basin towards

meeting the standards of the CWA and the ESA in the Tualatin Basin. Not all streams in the basin

currently meet water quality standards. The Healthy Streams Plan is designed to go beyond meeting

the standards set in place because of the CWA and the ESA and instead set broad goals that include

sustainable use strategies and planning for the future as well (Smith et. al. 2005).

       The Tualatin River basin currently supports steelhead, coho, Chinook, cutthroat trout, and

rainbow trout, and Pacific lamprey, as well as other less sensitive fish species (Smith et. al. 2005). The

cutthroat trout are not anadromous (VanderPlaat 2003). Winter steelhead and spring Chinook are listed

as threatened species under the ESA (Smith et. al. 2003)). Pacific lamprey were petitioned for Federal

Listing in 2003, and the decision is pending (VanderPlaat 2003). According to the Technical

Memorandum: Biological Basis for Fish Passage at Scoggins Dam, Coho and Chinook are not native

to the Tualatin River basin, and were introduced in the early 1900’s (VanderPlaat 2003). Conflicting

data exists for which salmonid species currently exist or historically may have existed in Bronson

                                                                                                         9
Creek, Beaverton Creek, and Rock Creek. According to streamnet, Rock Creek supports cutthroat

trout, rainbow trout, and lamprey (streamnet 2001). According to an EPA document, Rock Creek also

supports steelhead and Coho (EPA). Streamnet lists sensitive species in Beaverton Creek to be

cutthroat trout and Pacific lamprey (streamnet 2001). Bronson Creek, according to the Tualatin River

Subbasin TMDL- Appendix F (Fish Habitat), has cutthroat trout present (EPA), but according to

streamnet it does not (streamnet 2001). An online Metro document states that: [t]hreatened species

such as steelhead, cutthroat trout and Coho salmon are present in Rock, Abbey, Holcomb, Bannister,

and Bronson creeks, as well as in an Abbey Creek tributary” (Metro Regional Government 2007).

       Taking the data together, it seems reasonable to say that resident cutthroat trout may have been

the most likely to reach into Bronson and Beaverton Creeks, and may still inhabit Rock Creek. Pacific

lamprey occur in Bronson and Beaverton Creeks. Rock Creek may still support steelhead. Pacific

lamprey occur in Beaverton Creek and Bronson Creek. It is possible that Beaverton and Bronson

Creeks may have historically supported steelhead, but it is not clear whether or not this was actually

the case.

       At least 25 different restoration and enhancement projects are being coordinated by CWS in

the Tualatin basin. One of the main general stream restoration goals across the Tualatin Basin is to

increase stream base flows, as most are lower than historic levels. Also, CWS mandated that beaver

trapping be stopped, and beaver have returned to the landscape (Smith et. al. 2005).

       Bronson creek is identified as high priority watershed for fish and water quality. Much

restoration has already been done on Bronson creek, including revegetation, addition and placement of

large woody debris, fish barrier removal, livestock exclusion, and pond modification. Modification

and partial removal of the Tannasbrook ponds has already been completed. The Tannasbrook ponds

were created in the1950s by impounding Bronson Creek, just south of Cornell. The ponds caused

problems with high temperatures and low dissolved oxygen. Dissolved oxygen was sometimes as low

                                                                                                         10
as 1-3mg/L. Extensive cooperative effort was made between CWS, private home owners, apartment

complex owners, and businesses in order to form the restoration plan. Other restoration work has also

been completed or partially completed along Bronson Creek. The estimated costs of the enhancement

projects along Bronson Creek are $1,295,000 (Smith et. al. 2005)

                                                                                                    11
FIGURE 5: Bronson Creek watershed, general characteristics.
                                                              12
FIGURE 6: Bronson Creek Urbanization and Roads

METHODS AND MATERIALS I

STRUCTURE AND VEGETATION

           To study the riparian vegetation in the small stretch of Bronson Creek, we mapped the

contours of the stream and the vegetation along the stream, and we recorded the dominant plant

species and percentage of vegetation cover. Our survey team mapped a 150 meter section of Bronson

Creek between Hwy 26 and Cornell Blvd. We first mapped the stream contours, using the baseline

method. We laid the baseline and the transects using landmarks. The baseline was run along the south

side of the stream, at 311 degrees facing northeast. Transects were run every 10 meters off of our 150

meter baseline. Transects were laid at a 90 degree angle to the baseline using a compass. In order to
                                                                                                        13
map the vegetation, we used the Modified Line Intercept Method, which is a mixture of several

methods and included the use of a spherical densitometer (Spherical Densiometer, Inc). We followed

the baseline and the transects we had run for mapping the stream contours. Walking along each

transect, we recorded the general type of vegetation present, and the length of that vegetation type

along the transect. Vegetation was classified as one of the following types: wet meadow, emergent

wetland, or woody riparian. We also recorded, for one meter on either side of the transect, the percent

coverage of the types of ground cover along the transect within each of these areas. The ground cover

types were divided into forbs, rushes, grasses, and sedges. We recorded any tree or shrub within 2

meters on either side of the transect. We identified and recorded the taxa of the trees and shrubs, and

measured the circumference of any tree or shrub over approximately 20cm in diameter. Finally, we

used a spherical densitometer to estimate canopy cover in each different vegetation type that the

transect crossed (wet meadow, emergent wetland, or woody riparian). Canopy cover was measured

with the densitometer in approximately the middle of each vegetation type along the transect. The data

we collected was analyzed using Microsoft Excel (Microsoft Corporation, 2003).

WATER QUALITY AND STREAM DISCHARGE

           The water quality and chemical parameters we studied were pH, dissolved oxygen, CO2,

temperature, specific conductivity, total dissolved solids, turbidity, dissolved nitrogen, dissolved

phosphorus, total hardness, silica, oxygen reduction potential, and discharge. Water quality chemical

tests and stream discharge readings were taken once a week for 3 weeks, on 10/08/08, 10/15/08, and

10/22/08. The measurements were taken at approximately 3pm on each of these days. The water

quality parameters that were measured using the YSI Quality Meter (YSI Corporation) were:

temperature (in degrees Celsius), dissolved oxygen (both in percent saturation and parts per million),

specific conductivity (in micro siemens per cm), total dissolved solids (in parts per thousand), pH, and

                                                                                                          14
oxidation reduction potential (in millivolts). Temperature was also measured hourly at five sites from

September 26th through November 4th using temperature mini-log probes (Vemco, Inc.). Turbidity was

recorded in NTU’s using a Turbidimeter (Orbeco-Hellige Inc.). Other chemical water quality

measurements were taken using LaMotte field water chemistry kits (LaMotte Corporation). Those

chemical parameters were dissolved silica (in milligrams per liter), pH, dissolved oxygen (in

milligrams per liter), total hardness (in milligrams per liter), dissolved nitrogen (in milligrams per

liter), dissolved phosphorous (in milligrams per liter), and carbon dioxide (in milligrams per liter). To

measure the water velocity of the stream, we used a stream water velocity meter (Swoffer Inc), which

measured the stream velocity in meters per second. The data from the water quality and discharge

parameters was analyzed using Microsoft Excel (Microsoft Corporation, 2003).

           On each of the three days, the chemical water quality parameters taken with the YSI were

measured at each of the 6 sampling sites in our stream reach (figure 7). The 6 sites included “Site 1”

(below HWY 26), “Site 2” (in the wooded riparian area near the large ash tree), “Site 3” (on the north

side of the large pool in our study reach), “Site 4” (near the lower foot bridge), “Site 5” (just north of

Cornell Blvd.), and “Site 6” (at the wetland outlet just north of Cornell Blvd.). The chemical water

quality parameters measured using the LaMotte field water chemistry kits were taken at 4 sites on each

of the 3 days. Turbidity was taken at each of these sites as well. These sites included the site near

HWY 26, the site just north of Cornell Blvd, the wetland outlet, and the woody riparian area south of

HWY 26, close to the ash tree. The stream velocity, depth, and width were measured at 2 sites on each

of the 3 days, near HWY 26, and near Cornell.

                                                                                                         15
Stream Discharge

                                                           YSI
                       Water Quality
                          Kits

                                                       Invertebrates
            Stream Discharge

FIGURE 7: Bronson Creek study reach, water quality, stream discharge, and invertebrate sampling sites.
Adapted from a GoogleEarth photo copied from Dr. Robertson’s ESR202 lecture notes, 2008.

FIGURE 8: Bronson Creek
Copied from Dr. Robertson’s ESR202 lecture notes, 2008.
                                                                                                 16
MACROINVERTEBRATES

       Macroinvertebrates were sampled once a week for 3 weeks, on 10/08/08, 10/15/08, and

10/22/08, at four sample sites within the stream study reach. The samples were taken between

approximately 3pm and 4:30pm on each of these days (figure 7). The invertebrates were sampled

using dip nets (Ward’s Biological Supply Co.), kick nets that meet EPA standards (Ward’s Biological

Supply Co.), and Surber samplers (Ward’s Biological Supply Co.). Invertebrates were sampled for

approximately the same amount of time at each site. All of the invertebrates in the samples were

preserved in 70 percent Ethanol in small jars. Invertebrate samples were then analyzed using the

sequential comparison index and diversity index (Brower et. al. 1998) and the pollution tolerance

index (Murdoch and Cheo 1996).

                                       WATERSHED TOUR

       On 11/05/08 we took a watershed tour along the Bronson Creek watershed, driving to the

upper reaches of the watershed and stopping at 6 sites above our study reach, and then 3 more within

our study reach. We took topographic maps of the Bronson Creek watershed, cameras, and GPS units.

We also used the YSI and the turbidimeter, and took data readings at some of the stops (figures 30 and

48). Geographic Information System (GIS) maps were created using ArcMap (ESRI 2007).

RESULTS

STREAM STRUCTURE AND VEGETATION

                                       STREAM STUCTURE

       The physical layout of Bronson Creek in the 150 meter study stretch between Hwy 26 and

Cornell is characterized by varying widths of the stream channel, ranging from almost 25meters across

to barely 2 meters across. The average width is 9.4 meters. The downstream third of the stream, the

stretch near the wooden bridge and towards Cornell road, was the widest and most open, with the

                                                                                                      17
fewest trees present. The upper third of the stream, towards Hwy 26, on the north side of the stream

had the most trees and the thickest canopy cover. The stream itself is fairly straight and channeled,

particularly when compared to the historic floodplain around the stream, which has been extensively

built upon. However, some curvature does exist to the stream, and in this section the curves stretch

over an approximately 40 meter width. Along the north side, for example, the curves reach from, at

minimum, just less than 12 meters away from the baseline to, at maximum, 54 meters away from the

baseline.

                                                    Bronson Creek

                                           60
               distance from baseline, m

                                           50
                                           40
                                           30
                                           20
                                           10
                                           0
                                                0    50                   100             150
                                                    Baseline, in meters

              FIGURE 9: The basic outline of the stream contours along our study reach.

                                                     VEGETATION

       The riparian vegetation along Bronson Creek is dominated by emergent wetland with 2170

square meters. Across the study reach, wet meadow covers an area of 1939.2 square meters. Forested

riparian covered the least area in the study site, occupying only 824 square meters. It is useful to look

at the study area in thirds, because each of the 3 portions of streams is fairly distinct from each other.

In the first section (0 to 60 meters, starting from downstream on the baseline), the wet meadow

                                                                                                         18
predominates, and grasses were the dominant plant in the wet meadows. In the second section (60 to

100 meters), emergent wetland dominates, with a mix of grasses (reed canary grass and others),

sedges, rushes, shrubs (such a Himalayan blackberry, willow, Douglas spirea, and Pacific ninebark),

and small trees (such as ash, oak, red alder, and red twig dogwood). In the third section, forested

riparian covers the most area, followed very closely with emergent wetland and then wet meadow. The

forested riparian area was dominated by medium and large trees (such as European alders, ash, Oregon

ash, and Douglas hawthorn). The shrub Himalayan blackberry also co-dominated in some areas of the

forested riparian (Pojar and Mackinnon 2004, Lien 2008). (For a detailed list of tree and shrub taxa

recorded at each site, see APPENDIX A at the end of this report.)

          FIGURE 10: Bronson Creek study reach, contours plus vegetation types.
          Figure by Cheryl Conway, ESR202, 2008.

                                                                                                       19
Bronson Creek Vegetation Types
                                              (All sections)

                                   22%

                                                              37%

                                                                       wet meadow
                                                                       emergent wetland
                                                                       forested riparian

                                     41%

 FIGURE 11: Composition of the riparian vegetation in the study reach.

                                     Bronson Creek Vegetation Types
                           1200
   Area in square meters

                           1000

                           800
                                                                              wet meadow
                           600                                                emergent wetland
                                                                              forested riparian
                           400

                           200

                             0
                                  section one   section two section three

FIGURE 12: Dominant vegetation types in each section of the study area.

                                                                                                  20
Bronson Creek Ground Cover
                                                 (percentage, all sections)
                                                     0.3      4.8
                                             12.5
                        2.2
                                                                         82.2

                                                                                    forbs
                                                                                    rushes
                                                                                    grasses
                                                                                    sedges
                                                                                    other

FIGURE 13: Ground Cover percentages across all sections. The “other” in the chart refers to bare
ground, or ground area covered by trees or shrubs.

       Grasses dominated as the ground cover in all vegetation types and in all sections. Rushes and

sedges were small percentages both overall and in any one area, Grasses dominated as the ground

cover in all vegetation types and in all sections. Rushes and sedges were small percentages both

overall and in any one area, and forbs as ground cover were rare.

                                                    Bronson Creek Ground Cover
                                                       (section 1, low er third)

                                             120
                          percent coverage

                                             100                                     forbs
                                             80                                      rushes
                                             60                                      grasses
                                             40                                      sedges
                                             20                                      other
                                              0
                                                      w et   emergent     forest
                                                    meadow    w etland   riparian

FIGURE 14: Ground cover composition in the first stream section (the section closest to Cornell
Blvd.) according to each vegetation type.

                                                                                                   21
Bronson Creek Ground Cover
                                                   (section 2, m iddle third)

                                          100

                       percent coverage
                                           80                                   forbs
                                                                                rushes
                                           60
                                                                                grasses
                                           40
                                                                                sedges
                                           20
                                                                                other
                                            0
                                                  w et   emergent forest
                                                meadow    w etland riparian

FIGURE 15: Ground cover composition in the second stream section (the middle section) according
to each vegetation type.

                                                Bronson Creek Ground Cover
                                                 (third section, upper third)

                                          100
                       percent coverage

                                          80                                    forbs
                                                                                rushes
                                          60
                                                                                grasses
                                          40
                                                                                sedges
                                          20
                                                                                other
                                           0
                                                  w et   emergent    forest
                                                meadow   w etland   riparian

FIGURE 16: Ground cover composition in the third stream section (the section closest to HWY 26)
according to each vegetation type.

                                                                                                  22
Average Canopy Cover Present for
                                                        each Vegetation Type
                                                            (all sections)
                                                        9.23

                                                               21.7              wet meadow
                                                                                 emergent wetland
                                           60.6
                                                                                 forest riparian

FIGURE 17: Represents the average canopy cover for each vegetation type over the entire study area.

                                            Bronson Creek Canopy Cover w ithin Distict
                                             Vegetation Types (section 1, low er third)
                   percent canopy cover

                                          100
                                           80
                                           60
                                           40                                           canopy cover
                                           20
                                            0
                                                    w et     emergent      forest
                                                  meadow      w etland    riparian

FIGURE 18: Represents the average canopy cover for each type of vegetation in the first stream
section (closest to Cornell Blvd.).

                                            Bronson Creek Canopy Cover w ithin Distinct
                                             Vegetation Types (section 2, m iddle third)
                   percent canopy

                                            100
                                             80
                      coverage

                                             60
                                                                                        canopy cover
                                             40
                                             20
                                              0
                                                      w et     emergent    forest
                                                    meadow     w etland   riparian

FIGURE 19: Represents the average canopy cover for each type of vegetation in the middle stream
section.

                                                                                                       23
Bronson Creek Canopy Cover w ithin Distinct
                                 Vegetation Types (section 3, upper third)

                       percent canopy
                                        100
                                         80

                          coverage
                                         60
                                         40                              canopy cover
                                         20
                                          0
                                                w et emergent forest
                                              meadow w etland riparian

FIGURE 20: Represents the average canopy cover for each type of vegetation in the third stream
section (closest to HWY 26).

                                          CHEMICAL WATER QUALITY

       The highest fluctuations in temperature on a daily basis were seen at the Cornell sampling site,

one of the 5 locations where hourly temperatures were taken using the temperature probes. The

Cornell site also reached the highest temperatures, up to 19.4 degrees Celsius. The daily temperature

fluctuated as much as 7.4 degrees at the Cornell Site, with an average fluctuation of 4 degrees. Other

sites did not fluctuate as greatly, nor hit the same high temperatures. The highest temperature reached

at HWY 26, for example, was 14 degrees. The largest fluctuation the HWY 26 site saw over a day was

2.1 degrees Celsius. The average amount the daily temperature fluctuated was 0.9 degrees. The Kaiser

site also had very little temperature fluctuation compared to the Cornell site, and like the HWY 26 site,

tended to remain cooler during the day hours and warmer during the night and early morning hours

than did the Cornell site. The Bethany and Laidlaw sites did not fluctuate as much as the Cornell site

did, but more than the Kaiser and HWY 26 sites. Laidlaw and Bethany were almost always warmer

throughout the entire day than either Kaiser or HWY 26. Particularly during the period from October

29th to November 5th, Laidlaw had the highest temperatures of any of the sites, surpassed only briefly

on two days by the Cornell site. During the time periods of October 4th through October 6th and

                                                                                                        24
November 3rd through November 5th, Cornell did not fluctuate as widely as it did during the rest of the

sample time period. Air temperatures fluctuated more widely than any of the stream temperatures over

the study period, reaching both higher and lower temperatures than all streams on a daily basis.

(See APPENDIX B for a comparison of hourly temperature data for the Cornell, HWY 26, and Kaiser

sites in Bronson Creek.)

                                                                    Hourly Temperature Data for Bronson Creek
                                                                              Five Sites Compared
                                     22
                                     20
     Tempertature, Degrees Celsius

                                     18
                                     16
                                     14                                                                                                                       Cornell
                                     12                                                                                                                       Laidlaw
                                                                                                                                                              Kaiser
                                     10
                                                                                                                                                              Bethany
                                      8                                                                                                                       HWY 26
                                      6
                                      4
                                      2
                                      0
                                       8

                                               8

                                                          8

                                                                   8

                                                                            8

                                                                                     8

                                                                                                8

                                                                                                         8

                                                                                                                    8

                                                                                                                             8

                                                                                                                                      8

                                                                                                                                                 8

                                                                                                                                                          8
                                     00

                                             00

                                                        00

                                                                 00

                                                                          00

                                                                                   00

                                                                                              00

                                                                                                       00

                                                                                                                  00

                                                                                                                           00

                                                                                                                                    00

                                                                                                                                               00

                                                                                                                                                        00
                -2

                                            -2

                                                     -2

                                                              -2

                                                                       -2

                                                                                  -2

                                                                                           -2

                                                                                                      -2

                                                                                                               -2

                                                                                                                        -2

                                                                                                                                   -2

                                                                                                                                            -2

                                                                                                                                                       -2
              09

                                          09

                                                   09

                                                            09

                                                                     09

                                                                                09

                                                                                         09

                                                                                                    09

                                                                                                             09

                                                                                                                      09

                                                                                                                                 09

                                                                                                                                          09

                                                                                                                                                     09
       -

                                         -

                                                    -

                                                             -

                                                                      -

                                                                               -

                                                                                          -

                                                                                                   -

                                                                                                              -

                                                                                                                       -

                                                                                                                                -

                                                                                                                                           -

                                                                                                                                                    -
    26

                                      27

                                                 27

                                                          27

                                                                   28

                                                                            28

                                                                                       28

                                                                                                29

                                                                                                           29

                                                                                                                    29

                                                                                                                             30

                                                                                                                                        30

                                                                                                                                                 30

                                                                                         September 26th - 30th

  FIGURE 21: Hourly temperature data for Bronson Creek for all five temperature probe sites from
                          September 26th through September 30th.

                                                                                                                                                                        25
Hourly Temperature Data for Bronson Creek
                                                                                                            Five Sites Compared
                                22
                                20
Temperature, Degrees Celsius

                                18

                                16
                                14                                                                                                                                                                                                Cornell
                                12                                                                                                                                                                                                Laidlaw
                                                                                                                                                                                                                                  Kaiser
                                10
                                                                                                                                                                                                                                  Bethany
                                 8
                                                                                                                                                                                                                                  HWY 26
                                 6

                                 4
                                 2
                                 0
                                   8

                                           8

                                                     8

                                                             8

                                                                      8

                                                                                8

                                                                                         8

                                                                                                   8

                                                                                                           8

                                                                                                                      8

                                                                                                                                8

                                                                                                                                         8

                                                                                                                                                   8

                                                                                                                                                            8

                                                                                                                                                                      8

                                                                                                                                                                               8

                                                                                                                                                                                        8

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              0

                                         0

                                                 0

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                                                                                                                                                                          0

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01

                                 01

                                             01

                                                     02

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                                                                        02

                                                                                 03

                                                                                           03

                                                                                                   03

                                                                                                            04

                                                                                                                      04

                                                                                                                                 04

                                                                                                                                           05

                                                                                                                                                   05

                                                                                                                                                              05

                                                                                                                                                                      06

                                                                                                                                                                              06

                                                                                                                                                                                          06

                                                                                                                                                                                                   07

                                                                                                                                                                                                           07

                                                                                                                                                                                                                      07
                                                                                                                                 October 1st - 7th

                                     FIGURE 22: Hourly temperature data for Bronson Creek for all five temperature probe sites from
                                                                 October 1st through October 7th.

                                                                                                Hourly Temperature Data for Bronson Creek
                                                                                                          Five Sites Compared
                                 22
                                 20
 Temperature, Degrees Celsius

                                 18
                                 16
                                 14                                                                                                                                                                                               Cornell
                                                                                                                                                                                                                                  Laidlaw
                                 12
                                                                                                                                                                                                                                  Kaiser
                                 10
                                                                                                                                                                                                                                  Bethany
                                  8
                                                                                                                                                                                                                                  HWY 26
                                  6
                                  4
                                  2
                                  0
                                                                                                                                                                       08

                                                                                                                                                                                 08

                                                                                                                                                                                          08

                                                                                                                                                                                                   08

                                                                                                                                                                                                           08

                                                                                                                                                                                                                      08
                                   8

                                           8

                                                     8

                                                             8

                                                                     8

                                                                                8

                                                                                        8

                                                                                                8

                                                                                                          8

                                                                                                                  8

                                                                                                                             8

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                0

                                         0

                                                 0

                                                        0

                                                                0

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                                                                                    0

                                                                                              0

                                                                                                      0

                                                                                                               0

                                                                                                                         0

                                                                                                                                 0

                                                                                                                                          0

                                                                                                                                                   0

                                                                                                                                                             0
                                                                                                                                                                   -2

                                                                                                                                                                            -2

                                                                                                                                                                                     -2

                                                                                                                                                                                               -2

                                                                                                                                                                                                        -2

                                                                                                                                                                                                                -2
             /1

                                      /1

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                                                                                                                                                                   0

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                                                                                                                                                                                                              0
08

                                 08

                                             08

                                                   09

                                                           09

                                                                    09

                                                                              10

                                                                                      10

                                                                                                10

                                                                                                        11

                                                                                                                 11

                                                                                                                           11

                                                                                                                                      12

                                                                                                                                             12

                                                                                                                                                       12

                                                                                                                                                                -1

                                                                                                                                                                          -1

                                                                                                                                                                                   -1

                                                                                                                                                                                           -1

                                                                                                                                                                                                   -1

                                                                                                                                                                                                           -1
                                                                                                                                                              13

                                                                                                                                                                      13

                                                                                                                                                                              13

                                                                                                                                                                                        14

                                                                                                                                                                                                14

                                                                                                                                                                                                         14

                                                                                                                          October 8th - 14th

                                     FIGURE 23: Hourly temperature data for Bronson Creek for all five temperature probe sites from
                                                                 October 8th through October 14th.

                                                                                                                                                                                                                                      26
Hourly Temperature Data for Bronson Creek
                                                                                                                                      Five Sites Compared
                                                                22
                                                                20
                               Temperature, Degrees Celsius

                                                                18
                                                                16
                                                                14                                                                                                                                                                            Cornell
                                                                                                                                                                                                                                              Laidlaw
                                                                12
                                                                                                                                                                                                                                              Kaiser
                                                                10
                                                                                                                                                                                                                                              Bethany
                                                                     8
                                                                                                                                                                                                                                              HWY 26
                                                                     6
                                                                     4
                                                                     2
                                                                     0
                                                                08

                                                                           08

                                                                                     08

                                                                                            08

                                                                                                   08

                                                                                                           08

                                                                                                                    08

                                                                                                                             08

                                                                                                                                       08

                                                                                                                                                 08

                                                                                                                                                        08

                                                                                                                                                                08

                                                                                                                                                                        08

                                                                                                                                                                                08

                                                                                                                                                                                         08

                                                                                                                                                                                                 08

                                                                                                                                                                                                          08

                                                                                                                                                                                                                   08

                                                                                                                                                                                                                          08

                                                                                                                                                                                                                                  08

                                                                                                                                                                                                                                         08
                                                                 0

                                                                            0

                                                                                   0

                                                                                           0

                                                                                                    0

                                                                                                            0

                                                                                                                    0

                                                                                                                            0

                                                                                                                                      0

                                                                                                                                              0

                                                                                                                                                      0

                                                                                                                                                              0

                                                                                                                                                                       0

                                                                                                                                                                               0

                                                                                                                                                                                       0

                                                                                                                                                                                               0

                                                                                                                                                                                                         0

                                                                                                                                                                                                                  0

                                                                                                                                                                                                                           0

                                                                                                                                                                                                                                  0

                                                                                                                                                                                                                                          0
                                                              -2

                                                                         -2

                                                                                -2

                                                                                        -2

                                                                                                 -2

                                                                                                         -2

                                                                                                                 -2

                                                                                                                         -2

                                                                                                                                   -2

                                                                                                                                           -2

                                                                                                                                                   -2

                                                                                                                                                           -2

                                                                                                                                                                    -2

                                                                                                                                                                            -2

                                                                                                                                                                                    -2

                                                                                                                                                                                            -2

                                                                                                                                                                                                      -2

                                                                                                                                                                                                               -2

                                                                                                                                                                                                                        -2

                                                                                                                                                                                                                               -2

                                                                                                                                                                                                                                       -2
                                             0

                                                                      0

                                                                               0

                                                                                        0

                                                                                               0

                                                                                                       0

                                                                                                                0

                                                                                                                        0

                                                                                                                                0

                                                                                                                                          0

                                                                                                                                                    0

                                                                                                                                                            0

                                                                                                                                                                    0

                                                                                                                                                                            0

                                                                                                                                                                                     0

                                                                                                                                                                                             0

                                                                                                                                                                                                      0

                                                                                                                                                                                                               0

                                                                                                                                                                                                                      0

                                                                                                                                                                                                                              0

                                                                                                                                                                                                                                     0
                                          -1

                                                                   -1

                                                                            -1

                                                                                     -1

                                                                                            -1

                                                                                                    -1

                                                                                                             -1

                                                                                                                     -1

                                                                                                                             -1

                                                                                                                                       -1

                                                                                                                                                 -1

                                                                                                                                                         -1

                                                                                                                                                                 -1

                                                                                                                                                                         -1

                                                                                                                                                                                  -1

                                                                                                                                                                                          -1

                                                                                                                                                                                                   -1

                                                                                                                                                                                                            -1

                                                                                                                                                                                                                   -1

                                                                                                                                                                                                                           -1

                                                                                                                                                                                                                                  -1
                  15

                                                               15

                                                                          15

                                                                                 16

                                                                                          16

                                                                                                  16

                                                                                                          17

                                                                                                                  17

                                                                                                                          17

                                                                                                                                    18

                                                                                                                                            18

                                                                                                                                                      18

                                                                                                                                                               19

                                                                                                                                                                       19

                                                                                                                                                                               19

                                                                                                                                                                                       20

                                                                                                                                                                                                20

                                                                                                                                                                                                        20

                                                                                                                                                                                                                 21

                                                                                                                                                                                                                          21

                                                                                                                                                                                                                                 21
                                                                                                                                                        October 15th - 21st

                                                                   FIGURE 24: Hourly temperature data for Bronson Creek for all five temperature probe sites from
                                                                                              October 15th through October 21st.

                                                                                                                         Hourly Temperature Data for Bronson Creek
                                                                                                                                   Five Sites Compared
                                                              22
                                                              20
Temperature, Degrees Celsius

                                                              18
                                                              16
                                                              14                                                                                                                                                                              Cornell
                                                              12                                                                                                                                                                              Laidlaw
                                                              10                                                                                                                                                                              Kaiser
                                                               8                                                                                                                                                                              Bethany
                                                                                                                                                                                                                                              HWY 26
                                                               6
                                                               4
                                                               2
                                                               0
                                                              08

                                                                         08

                                                                                08

                                                                                          08

                                                                                                 08

                                                                                                         08

                                                                                                                 08

                                                                                                                         08

                                                                                                                                   08

                                                                                                                                            08

                                                                                                                                                      08

                                                                                                                                                               08

                                                                                                                                                                       08

                                                                                                                                                                               08

                                                                                                                                                                                       08

                                                                                                                                                                                                 08

                                                                                                                                                                                                          08

                                                                                                                                                                                                                   08

                                                                                                                                                                                                                          08

                                                                                                                                                                                                                                  08

                                                                                                                                                                                                                                         08
                                             0

                                                                      0

                                                                               0

                                                                                        0

                                                                                               0

                                                                                                       0

                                                                                                                0

                                                                                                                        0

                                                                                                                                   0

                                                                                                                                             0

                                                                                                                                                     0

                                                                                                                                                             0

                                                                                                                                                                     0

                                                                                                                                                                              0

                                                                                                                                                                                      0

                                                                                                                                                                                               0

                                                                                                                                                                                                        0

                                                                                                                                                                                                                0

                                                                                                                                                                                                                         0

                                                                                                                                                                                                                                  0

                                                                                                                                                                                                                                         0
                                          -2

                                                                   -2

                                                                            -2

                                                                                     -2

                                                                                            -2

                                                                                                    -2

                                                                                                             -2

                                                                                                                     -2

                                                                                                                                -2

                                                                                                                                          -2

                                                                                                                                                  -2

                                                                                                                                                          -2

                                                                                                                                                                  -2

                                                                                                                                                                           -2

                                                                                                                                                                                   -2

                                                                                                                                                                                            -2

                                                                                                                                                                                                     -2

                                                                                                                                                                                                             -2

                                                                                                                                                                                                                      -2

                                                                                                                                                                                                                               -2

                                                                                                                                                                                                                                      -2
              0

                                                                 0

                                                                            0

                                                                                    0

                                                                                             0

                                                                                                     0

                                                                                                             0

                                                                                                                     0

                                                                                                                               0

                                                                                                                                       0

                                                                                                                                                 0

                                                                                                                                                           0

                                                                                                                                                                   0

                                                                                                                                                                           0

                                                                                                                                                                                   0

                                                                                                                                                                                            0

                                                                                                                                                                                                    0

                                                                                                                                                                                                             0

                                                                                                                                                                                                                      0

                                                                                                                                                                                                                             0

                                                                                                                                                                                                                                     0
           -1

                                                              -1

                                                                         -1

                                                                                 -1

                                                                                          -1

                                                                                                  -1

                                                                                                          -1

                                                                                                                  -1

                                                                                                                            -1

                                                                                                                                    -1

                                                                                                                                              -1

                                                                                                                                                        -1

                                                                                                                                                                -1

                                                                                                                                                                        -1

                                                                                                                                                                                -1

                                                                                                                                                                                         -1

                                                                                                                                                                                                 -1

                                                                                                                                                                                                          -1

                                                                                                                                                                                                                   -1

                                                                                                                                                                                                                          -1

                                                                                                                                                                                                                                  -1
22

                                                         22

                                                                     22

                                                                                23

                                                                                       23

                                                                                               23

                                                                                                        24

                                                                                                                24

                                                                                                                        24

                                                                                                                                 25

                                                                                                                                           25

                                                                                                                                                   25

                                                                                                                                                           26

                                                                                                                                                                    26

                                                                                                                                                                            26

                                                                                                                                                                                    27

                                                                                                                                                                                              27

                                                                                                                                                                                                      27

                                                                                                                                                                                                               28

                                                                                                                                                                                                                        28

                                                                                                                                                                                                                                28

                                                                                                                                                   October 22nd - 28th

                                                                   FIGURE 25: Hourly temperature data for Bronson Creek for all five temperature probe sites from
                                                                                              October 22nd through October 28th.
                                                                                                                                                                                                                                                  27
Hourly Temperature Data for Bronson Creek
                                                                                                                  Five Sites Compared
                                 22

                                 20

                                 18
Temperature, Degrees Celsius

                                 16

                                 14                                                                                                                                                                                                         Cornell
                                 12                                                                                                                                                                                                         Laidlaw
                                                                                                                                                                                                                                            Bethany
                                 10
                                                                                                                                                                                                                                            Kaiser
                                      8                                                                                                                                                                                                     HWY 26
                                      6

                                      4

                                      2

                                      0
                                 08

                                              08

                                                          08

                                                                  08

                                                                          08

                                                                                 08

                                                                                         08

                                                                                                 08

                                                                                                        08

                                                                                                                8

                                                                                                                          8

                                                                                                                                  8

                                                                                                                                          8

                                                                                                                                                  8

                                                                                                                                                          8

                                                                                                                                                                  8

                                                                                                                                                                          8

                                                                                                                                                                                  8

                                                                                                                                                                                          8

                                                                                                                                                                                                  8

                                                                                                                                                                                                          8

                                                                                                                                                                                                                  8

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                                  0

                                             0

                                                           0

                                                                   0

                                                                          0

                                                                                 0

                                                                                         0

                                                                                                0

                                                                                                       0

                                                                                                              1

                                                                                                                      1

                                                                                                                              1

                                                                                                                                      1

                                                                                                                                              1

                                                                                                                                                      1

                                                                                                                                                              1

                                                                                                                                                                      1

                                                                                                                                                                              1

                                                                                                                                                                                      1

                                                                                                                                                                                              1

                                                                                                                                                                                                      1

                                                                                                                                                                                                              1

                                                                                                                                                                                                                      1

                                                                                                                                                                                                                              1
                               -2

                                          -2

                                                        -2

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               0

                                     0

                                                   0

                                                              0

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                                                                                             0

                                                                                                    0
                                                                                                        01

                                                                                                                  01

                                                                                                                          01

                                                                                                                                  02

                                                                                                                                          02

                                                                                                                                                  02

                                                                                                                                                          03

                                                                                                                                                                  03

                                                                                                                                                                          03

                                                                                                                                                                                  04

                                                                                                                                                                                          04

                                                                                                                                                                                                  04

                                                                                                                                                                                                          05

                                                                                                                                                                                                                  05

                                                                                                                                                                                                                          05
            -1

                                  -1

                                                -1

                                                           -1

                                                                   -1

                                                                          -1

                                                                                  -1

                                                                                          -1

                                                                                                 -1
29

                                29

                                           29

                                                         30

                                                                  30

                                                                        30

                                                                                 31

                                                                                       31

                                                                                              31

                                                                                                                           October 29th - November 5th

                                                FIGURE 26: Hourly temperature data for Bronson Creek for all five temperature probe sites from
                                                                          October 29th through November 5th.

                                                                                         Air and Stream Daily High Temperatures for Bronson Creek
                                                           32                                                                                                                                                           High Air Temp
                                                           30
                                                                                                                                                                                                                        Cornell High Temp
                                                           28
                                                           26                                                                                                                                                           HWY 26 High
                                                           24                                                                                                                                                           Temp
                                                           22
                                                           20
                                      Degrees Celcius
                                       Temperature

                                                           18
                                                           16
                                                           14
                                                           12
                                                           10
                                                            8
                                                            6
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                                                                                                                              September 26th - November 4th

                                          FIGURE 27: Daily high air temps compared to daily high stream temperatures in Cornell and HWY 26.
                                          Air temperature data not available from 10/05/08 through 10/07/08.

                                                                                                                                                                                                                                            28
Air and Stream Daily Low Temperatures
                                        32
                                                                                                                                                                                            Low Air Temp
                                        30
                                                                                                                                                                                            Cornell Low Temp
                                        28
                                                                                                                                                                                            HWY 26 Low Temp
 Temperature, Degrees Celcius

                                        26
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                                                                                                      September 26th - November 4th

FIGURE 28: Daily high air temps compared to daily high stream temperatures in Cornell and HWY 26.
Air temperature data not available from 10/05/08 through 10/07/08.

                                                             Number of Degrees that Temperatures Varied at Cornell and at HWY 26
                                         8
                                                                                                                                                                                                  Daily Temperature
                                         7                                                                                                                                                        Range at Cornell
               Range, Degrees Celcius

                                         6                                                                                                                                                        Daily Temperature
                                                                                                                                                                                                  Range HWY 26
                                         5
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                                         3
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                                                                                                         September 26th - November 4th
        FIGURE 29: Number of degrees that daily stream temperatures varied in Cornell and HWY 26 from
        September 26th through November 4th.

                                                                                                                                                                                                                           29
Laidlaw

                                                         Kaiser
                                         Bethany

                 HWY 26
               Cornell

FIGURE 30:
  Temperature probe sites, from upstream to downstream: Laidlaw, Kaiser, Bethany, HWY 26, and Cornell.
Photo adapted from GoogleEarth.

                                                                                                 30
FIGURE 31: The Laidlaw temperature probe site is farthest upstream.
                  Photo from GoogleMaps.

     FIGURE 32: Photo taken by ESR202 class at Laidlaw Site

                                                                      31
FIGURE 33: The Kaiser temperature probe site is the second-farthest upstream. Note the riparian cover
                   upstream of Kaiser Road. Photo taken from GoogleMaps.

                  FIGURE 34: Kaiser wetland. Photo taken by ESR202 class 2008.

                                                                                               32
FIGURE 35: Bethany at West Union. Photo from GoogleEarth.

FIGURE 36: HWY 26 and Cornell. HWY 26 temperature probe site is in the wooded riparian area just
below HWY 26. The Cornell temperature probe site is above Cornell Blvd, downstream of the pond-like
area where the channel has widened. Photo from GoogleEarth.
                                                                                               33
FIGURE 37: Woody riparian vegetation near the HWY 26 site.
Picture taken by ESR202 class 2008.

FIGURE 38: The pool just upstream of the Cornell temperature probe site. Picture taken by ESR202
class 2008.

                                                                                               34
CHEMICAL WATER QUALITY PARAMETERS FROM THE YSI:

Temperature from the YSI

       Average temperatures became cooler as the study period progressed. In general, temperature

readings tended to be warmer downstream, particularly at the north side of the pool and at the wetland

outlet. The YSI temperature readings correspond with the temperature probe readings for the

approximate time sampled. Higher temperature spikes were recorded by the temperature probes on

different days. The YSI readings do not reflect the daily temperature fluctuations.

                                           Avg. temp. for
                                           all sites
                                           (Celsius)
                                10/8/2008              13.31
                               10/15/2008              11.89
                               10/22/2008              11.81
                 TABLE 1: Average temperature for all YSI sites in degrees Celsius.

                                                         Site 3
                              Site 1       Site 2       (North         Site 4       Site 5      Site 6
                  Date
Parameter,                   (HW 26)     (Wooded,       side of       (Lower      (Cornell)   (Outlet of
   Units                                 near ash)       pool)      footbridge)                wetland)

                                                                                                      35
10/8/2008     11.22       11.31        14.79        13.47        13.20       15.87
  Temperature,        10/15/2008     9.88        10.19        14.59        11.95        12.32       12.41
      ᵒC              10/22/2008     8.68        9.18         16.23        12.60        12.55       11.62

                       10/8/2008     88.4        88.4         91.4         93.7          97          68.6
        DO,           10/15/2008     88.5        92.2          149         110.9        116.9        41.4
         %            10/22/2008     87.2        87.4         143.8        104.2        105.4        33.4

                       10/8/2008     9.67        9.68         9.26         9.86         10.15        6.80
 DO,         ppm      10/15/2008     10.03       10.32        15.23        11.89        12.49        4.38
       = mg/l         10/22/2008     10.10       10.04        14.6         11.10        11.20        3.63

                       10/8/2008     167          167          169          165          164         90
 SpCond, x1000        10/15/2008     204          205          204          200          201         164
   = µS/cm-1          10/22/2008     207          207          213          209          207         164

                       10/8/2008     109          109          110          107          107         59
      TDS,            10/15/2008     133          133          133          131          131         107
  x1000 = mg/l        10/22/2008     134          135          138          134          135         106

                       10/8/2008     7.19        7.19         7.31          7.20         7.04        7.04
                      10/15/2008     6.99        7.09         7.61          7.16         6.95        6.91
        pH
                      10/22/2008     7.27        7.31         7.8            7.4         7.18        7.15

                       10/8/2008      3.3        4.7          15.3          11.0         12.0         1.7
   Turbidity,         10/15/2008      6.1        7.14         11.8          11.6          7.5         3.4
     NTU's            10/22/2008     16.7        14.7         17.5          17.5         15.0         1.4

TABLE 2: YSI water quality results 10/08/08 through 10/22/08. Table created by Anthony Hair, ESR202,
2008.

   DISSOLVED OXYGEN

              Dissolved oxygen was lowest at the wetland outlet on all three test dates. Dissolved oxygen

   readings were highest at the north side of the pool, and next-highest at Cornell. They were lowest at

   the wetland outlet. (See Appendix B for graphs of temperature vs. dissolved oxygen.) The lowest pH

   reading was 6.91 and the highest was 7.8. The north side of the pool had the highest pH readings on all

   test days. Average specific conductivity and average total dissolved solids (TDS) increased over the 3

   week study period, and both were lowest at the wetland outlet on every test date. The total dissolved

   solid readings in this probe are calculated based on the specific conductivity reading.
                                                                                                            36
Specific Conductivity vs. Total Dissolved Solids
                                                                all sites 10/08/08
     Sp. Cond. (microsiemens),

                                     250

                                     200
            TDS (mg/L)

                                     150

                                     100                                                                                  SpCond,
                                                                                                                          x1000 =
                                      50                                                                                  µS/cm-1
                                                                                                                          10/8/2008
                                       0                                                                                  TDS,
                                           Site 1       Site 2       Site 3      Site 4    Site 5            Site 6       x1000 = mg/l
                                            (HW 26)    (Wooded,     (North side  (Lower     (Cornell)       (Outlet of    10/8/2008
                                                       near ash)      of pool) footbridge)                   wetland)

FIGURE 40: Specific Conductivity vs. Total Dissolved Solids, 10/08/08, all sites.

                                                  Specific Conductivity vs. Total Dissolved Solids
     Sp. Cond. (microsiemens), TDS

                                                                all sites 10/15/08
                                     250

                                     200
                 (mg/L)

                                     150
                                                                                                                         SpCond,
                                     100                                                                                 x1000 =
                                                                                                                         µS/cm-1
                                     50                                                                                  10/15/2008
                                                                                                                         TDS,
                                      0
                                                                                                                         x1000 = mg/l
                                           Site 1      Site 2       Site 3       Site 4    Site 5       Site 6           10/15/2008
                                            (HW 26)   (Wooded,     (North side   (Lower     (Cornell)   (Outlet of
                                                      near ash)      of pool)  footbridge)               wetland)

FIGURE 41: Specific Conductivity vs. Total Dissolved Solids, 10/15/08, all sites.

                                                                                                                                         37
Specific Conductivity vs. Total Dissolved Solids
                                                              all sites 10/22/08
                              250
   SpCond. (microsiemens),

                              200
        TDS (mg/L)

                              150

                              100                                                                             SpCond,
                                                                                                              x1000 =
                                50                                                                            µS/cm-1
                                                                                                              10/22/2008
                                 0                                                                            TDS,
                                     Site 1      Site 2   Site 3      Site 4    Site 5          Site 6        x1000 = mg/l
                                                                                                              10/22/2008
                                      (HW 26)   (Wooded, (North side  (Lower     (Cornell)     (Outlet of
                                                near ash)  of pool) footbridge)                 wetland)
FIGURE 42: Specific Conductivity vs. Total Dissolved Solids, 10/22/08, all sites.

                             The water quality data taken with the chemical test kits repeated some of the YSI testing, but in

addition measured silica, dissolved nitrogen and phosphorus, and CO2. Silica was low on both the first

and last test days, but experienced a substantial spike on 10/15/08 across all sites. The pH readings

from the water quality kits showed a lower pH range than did the YSI, with five pH readings at 6.5,

and one as low as 6.4. The lowest pH the YSI read was 6.91. Total hardness did not show any distinct

trend, and ranged between 65mg/L and 104mg/L. Dissolved nitrogen and dissolved phosphorous

levels were low, with the majority of readings less than 0.2. CO2 tended to be lowest at the HWY 26

site.

                                                                                                                             38
Site 2          Site 3           Site 4
  Parameter,                  Site 1 Upper
                    Date                          Lower           Outlet of        Wooded
     Units                        (HW 26)
                                                 (Cornell)        Wetland          Riparian

                  10/8/2008         5                0              3.5              0.5
     SiO2,
                 10/15/2008        20               22              14               12
     mg/l
                 10/22/2008        2.5              3.5            < 0.5             2.5

                  10/8/2008        7.2               7              7.5               7
      pH         10/15/2008        6.5              6.7             6.5              6.4
                 10/22/2008        6.5              6.5             7.0              6.5

                  10/8/2008        9.4              9.3             9.8              9.5
     DO,
                 10/15/2008        7.8             10.0             4.0              8.0
     mg/l
                 10/22/2008        8.2              9.4             3.8              8.2

    Total         10/8/2008        65              82                66               68
  Hardness,      10/15/2008        100             92                88               87
    mg/l         10/22/2008        100             104               68               84

                  10/8/2008          0               0              0.05              0
 Dissolved N,
                 10/15/2008        < 0.2           < 0.2            < 0.2           < 0.2
     mg/l
                 10/22/2008        < 0.2           < 0.2            < 0.2           < 0.2

                  10/8/2008        0.15             0.1               0               0
  Dissolved P,
                 10/15/2008        < 0.2           < 0.2            < 0.2            0.3
      mg/l
                 10/22/2008         0.3            < 0.2            < 0.2           < 0.2

                  10/8/2008          8             11.5              5                14
     CO2,
                 10/15/2008          9              14               17              10.5
     mg/l
                 10/22/2008         11              14               15               23
TABLE 3: Chemical water quality kit results for 10/08/08 through 10/22/08.
Table created by Anthony Hair, ESR202, 2008.

       Turbidity was highest at the north side of the pool and at the foot bridge. Turbidity tended to be

lower upstream, with the exception of the wetland outlet, where it was lowest on all test days.

                                         STREAM DISCHARGE

       On 10/08/08 and 10/22/08, Bronson Creek had less discharge upstream than downstream. On

10/15/08, the creek had more discharge upstream as opposed to downstream, and this was also the date

of the smallest stream discharge reading.
                                                                                                      39
Stream Velocity and Discharge Summary

                                       Discharge,
   Stream Section              Date
                                          m3/s

                          10/8/2008      0.0660
   Upper Bronson
                         10/15/2008      0.0285
      Creek
                         10/22/2008     0.02004

                        10/8/2008      0.0905
   Lower Bronson
                       10/15/2008      0.0165
      Creek
                       10/22/2008     0.07079
TABLE 4: Stream velocity and discharge in the upper and lower portions of our study reach.
Table created by Cheryl Conway, data provided by the class of ESR 202, 2008.

                                        MACROINVERTES

       The majority of invertebrates collected included snails, caddisflies, aquatic worms, amphipods,

black flies, and mayflies. The average diversity index (DI) for Bronson Creek was 2.64. The average

pollution tolerance index was 6.2. Representative fish species were also collected. Six sculpins and

one dace were collected.

                                       Diversity Index Data
                                                        Date                     Avg. by
                        Site
                                       10/8/2008 10/15/2008 10/22/2008            Site

                  Site 1 (Hwy 26)         2.125        1.33          0.63         1.36

                  Site 2 (Wooded
                                          1.34         1.14         0.334         0.94
                     Riparian)

                 Site 3 (Pool area)        3.4         2.25          2.70         2.78

                 Site 4 (Cornell Rd)      11.5          2.5          2.43         5.48

                                                                                 Overall
                 Average by Date          4.59         1.81          1.52
                                                                                Avg. 2.64

         TABLE 5: Invertebrate diversity index overall, and for all invertebrate sampling sites on the
                  study stretch.Table created by Anthony Hair, ESR202, 2008.

                                                                                                       40
Pollution Tolerance Index Data
                                                       Date                     Avg. by
                        Site
                                         10/8/2008 10/15/2008 10/22/2008         Site

                  Site 1 (Hwy 26)          6.25        7.0          6.06         6.44

                  Site 2 (Wooded
                                           7.0         7.0          6.61         6.87
                     Riparian)

                 Site 3 (Pool area)        6.8         5.5          6.46         6.25

                 Site 4 (Cornell Rd)       6.66        4.9          4.17         5.24

                                                                               Overall
                 Average by Date           6.68        6.1          5.83
                                                                               Avg. 6.2

   TABLE 6: Pollution tolerance index overall, and for all invertebrate sampling sites on the study
                     stretch. Table created by Anthony Hair, ESR202, 2008.

WATERSHED TOUR

       The pH was very low at the Laidlaw site during the watershed tour. Carbon dioxide at this site

was also fairly low. Turbidity was highest at the Laidlaw site, and temperature was highest at Laidlaw

and at the wetland outlet. Dissolved oxygen was below 8 at the Kaiser and Bethany sites, at 7.48mg/L

and 7.85mg/L, respectively.

                                                                                                      41
Wetland
  Parameter (Units)       Date      Laidlaw     Kaiser    Bethany     HWY 26      Cornell
                                                                                             Outlet

  Temperature (ᵒC)     11/5/2008    10.52       9.35         9.8       9.38        9.81       11.45

        DO %           11/5/2008     87.1        65         68.2       86.8        86.5       91.2

   DO (ppm = mg/l)     11/5/2008      9.7       7.48        7.85       9.92        9.8        9.93

  SpCond (µS/cm-1)     11/5/2008     130         128        120         131        123            84

 TDS (x1000 = mg/l)    11/5/2008      85         83          78         85          80            54

         pH            11/5/2008     6.41       6.76        6.75       7.11        6.81           6.9

  Turbidity (NTU's)    11/5/2008      6.1       4.23         4.8        4.4        4.6            4.6

      CO2 (ppm)        11/5/2008      6          16          12         8.0        5.5            7

TABLE 7: Water quality results from the watershed tour.
Table created by Jonathan Bachelor, ESR202, 2008.

DISCUSSION

                                      STREAM STRUCTURE

       The curvature of the stream probably does not meander as it once did. Historically, the stream

probably meandered heavily, overflowed into its floodplains periodically, and boasted more extensive

wetlands and side channels. This would have meant a much more complex structure, more diversity

and abundance of habitats, and probably a greater diversity and abundance of fish and wildlife.

However, since it has not been completely straightened, there is some modest complexity to its

structure and habitats (Robertson, 2008). Glides are most common, however pools and riffles are

present (Smith et al., 2005).

                                                                                                        42
VEGETATION

       Understanding the extent of the vegetation, as well as the different vegetation types, is a

necessary step in assessing the possible character and health of the stream. Mapping the stream

contours and the vegetation gives clues about temperature, flow, complexity, and habitat within the

stream, as well as potential problems, vulnerabilities, or impairment in the stream’s health. Repeated

mapping of a stream or stream section can show how that stream area changes over time, giving

historical context and hints about how the ecosystems within may have changed, too (Adams 2003;

Murdoch 2001). Understanding the vegetation and stream contours in conjunction with these other

parameters is essential if one is to try to understand a more complete picture of the stream.

       Perhaps the most striking result of the vegetation survey was the low percentage of forested

riparian area present. Forested riparian area covered 1146 square meters, compared to 1939.2 square

meters of wet meadow, and 2170 square meters of emergent wetland. Predictably, canopy cover is

greatly affected, and the majority of the study area, 78 percent, has less than 20 percent average

canopy cover. There were very few large trees along any of our transects (only two were greater than

100cm in circumference). The lack of forest area and canopy could very likely affect stream

temperature and stream flow. In a low elevation, gentle valley wetland such as this, there has

historically been a greater abundance of large trees and thick canopy cover (Robertson, 2008). The

lack of woody riparian area, and the lack of larger trees in general, has possibly lead to a diminished

amount of woody debris in the stream, and perhaps created a shortage of important habitats such as

pools and riffles. The lack of woody riparian area, and the consequently small amount of canopy cover

over the stream, may have changed Bronson Creek from a primarily allochthonous system into an

autochthonous system, affecting the macroinvertebrate community and possibly the entire food chain.

In many streams, leaves dropped into the water from overhanging trees make up the base of the food

chain. Streams that utilize leaves and other riparian vegetation as the base of the food chain are called

                                                                                                          43
allochthonous streams. Certain macroinvertebrates (termed “shredders”) shred and eat the leaves, often

gaining nourishment from the bacteria or algae that grow on the dead leaves (Robertson 2008; Voshell

2002). These macroinvertebrates are, in turn, an important part of the diet of other stream animals,

including other macroinvertebrates, fish, amphibians, and birds. Some streams, such as those in a

desert or tundra ecosystem, may have very little or no overhanging vegetation or trees on their banks.

In these streams, the base of the food chain is grown on rocks and other surfaces within the stream,

and can include algae, mosses, and flowering plants (Caduto 1990; Robertson 2008; Voshell 2002).

These streams are termed autochthonous, as the base for their food chain is made within the stream

itself (with the help of sunlight), as opposed to coming from an outside source, such as tree leaves, in

an allocthous system. (Robertson 2008; Voshell 2002) The distinct ecosystems in each kind of system

have evolved over vast stretches of time to adapt to their particular conditions. (Caduto 1990; Voshell

2002) Many of the organisms within them are very sensitive to changes in the conditions they have

evolved with. (Adams 2003) Whether a system is allochthonous or autochthonous, riparian vegetation

is still very important.

        The overwhelming dominance of grasses as ground cover was also striking. Historically, it is

likely that there may have been more forbs, sedges, and rushes present. Greater diversity of plant life

is able to support a greater diversity of organisms. (Murdoch 2001; Voshell, 2002) A decrease in

historic levels of plant diversity may also be affecting the Bronson Creek ecosystem. It is also

possible that historically the emergent wetland was a greater percentage of the area, and as the trees

were cut down and the surrounding areas were developed, some of the emergent wetlands dried to the

point of becoming wet meadow.

SOILS

        The more vegetation and soil organisms that are present, the more rich humus and organic

matter is present in the upper, O horizon, layers of the soil. This is important to plants, soil

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invertebrates, ground-dwelling vertebrates (such as voles and mice), ground-dwelling predators such

as snakes, and other flora and fauna dependent on soil ecosystems. (Robertson 2008) Plant roots

(along with other soil organisms such as fungi and invertebrates) also keep soils porous, opening up

more soil surface area to water and oxygen. Roots keep soils stable and help prevent erosion as well as

compaction. (Robertson 2008) Climate plays an important role in soil characteristics. For example,

very dry soils support far different ecosystems than moist soils. Topography also plays a role,

particularly in relation to drainage, sunlight, erosion, altitude, sedimentation, gradient, and general lay

of the land. All of these elements, climate, geology, vegetation, and soil, interact to exert influence

over each other, as well. In urban watersheds, soil can be negatively impacted by a number of

activities. Pesticides, herbicides, fungicides, and toxic pollutants kill many non-target species in soils

that are beneficial to soils, and to the plants that they support. Roads and structures overlay a large

surface area of the landscape, killing the biotic soil components they cover and erasing soil functions

for those areas. As vegetation is cleared to make way for development, soil becomes unstable and

prone to erosion, and is possibly carried to waterways as excess sediment (Murdoch 2001, Robertson

2008).

CHEMICAL WATER QUALITY

         Pollution, such as sediments and other sediments, can be especially damaging to

macroinvertebrates, fish, and wildlife in streams. Fertilizers brought into water bodies by run-off can

cause an overabundance of nitrogen, potassium, or phosphorus in streams and lakes. The nutrients then

stimulate algal blooms, which in turn cause bacteria to thrive in great numbers as the algae die and

decay. The dissolved oxygen present in the water can all but disappear as the bacteria respire, creating

difficult or intolerable conditions for many stream organisms. Dissolved oxygen levels below

acceptable levels for fish and other aquatic organisms may be a problem in urban watersheds. Low

dissolved oxygen levels can negatively influence pH and CO2 levels. Another source of nutrient

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pollution may be faulty septic or sewage treatment systems, which can also cause algal blooms, as

well as fecal and bacterial contamination such as E. coli. Fecal/bacterial contamination can be

dangerous to people and degrade the recreational value of the stream. Pesticides and herbicides are

also common pollutants in urban watersheds. They are toxic to many non-target stream organisms, and

may kill organisms outright. They can impair growth, respiration, and reproductive functions,

decrease food and habitat supply, and are carcinogenic, mutagenic, and teratogenic. Also, they can

impair disease resistance and environmental stress resistance. Petroleum hydrocarbons are also toxic

and can cause death or impair biological functions. Excess sediment has negative effects on stream

flora and fauna by decreasing stream clarity, making it difficult for fish and other aquatic organisms to

see their food, find a mate, or find proper habitat for feeding, hiding, spawning, and rearing. Decreased

water clarity negatively impacts aquatic plant photosynthesis by decreasing the sunlight available to

the plants. Sediment can exacerbate toxic pollution issues, as the pollutants tend to stick to sediments

and be transported by them. Excess sediments can clog gills and smother young fish and fish eggs.

(Murdoch 2001, Robertson 2008)

       Temperature, dissolved oxygen, and bacterial contamination are probably the biggest problems

within Bronson Creek (Smith et. al. 2003; EPA). High temperatures and low dissolved oxygen are

particularly difficult for salmonids. Throughout the Tualatin River basin, “DEQ has identified

phosphorous, ammonia, bacteria, biological criteria, dissolved oxygen, and temperature as constituents

of concern that impair the beneficial uses of the surface water system, water contact recreation, fish

communities, and salmon spawning and rearing in some portions” (Smith et. al. 2003; EPA). CWS

Non-point source pollution is now more of an issue than point-source pollution, as the point-source

pollution has been largely controlled and regulated through the permitting process (Smith et. al. 2005).

Bronson Creek is on the 303(d) compromised stream list. Bronson Creek is listed to have problems

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