Pacific Northwest Region Stream Crossing Effectiveness

Pacific Northwest Region Stream Crossing Effectiveness

Pilot Study

Prepared by: Brian Bair

Project Fisheries Biologist and

Greg Robertson Fisheries Biologist

TEAMS Enterprise Unit

for Pacific Northwest Region, USDA Forest Service

August 2010

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Stream Crossing Effectiveness

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Table of Contents Executive Summary ........................................................................................................................ 1 Introduction ..................................................................................................................................... 1 Methods ........................................................................................................................................... 2

Study Sites................................................................................................................................... 2 Physical Protocol ............................................................................................................................. 5

Longitudinal Profile .................................................................................................................... 5 Substrate ...................................................................................................................................... 6 Five Largest Particles .................................................................................................................. 6 Cross-sections ............................................................................................................................. 6 Biological Protocols .................................................................................................................... 8

Results and Discussion .................................................................................................................. 10 Stream Simulation ......................................................................................................................... 14 Fish Passage .................................................................................................................................. 16 Conclusions ................................................................................................................................... 18 Recommendations ......................................................................................................................... 19 Acknowledgments ......................................................................................................................... 20 Literature Cited .............................................................................................................................. 20 Appendices .................................................................................................................................... 21 Appendix A Maps of Study Sites .................................................................................................. 22 Appendix B Physical Data............................................................................................................. 45 Appendix C Biological Data ....................................................................................................... 115

List of Tables Table 1. Geographic area and type of crossing for a given stream, method of biological sampling,

average slope of surveyed reaches, and type of channel form derived from physical data ..... 4Table 2. Twenty aquatic organism passage crossings compared to upstream natural stream

channel reaches. ..................................................................................................................... 12Table 3. Twenty aquatic organism passage crossings compared to downstream natural stream

channel reaches. ..................................................................................................................... 13

List of Figures Figure 1. Locator map for 2008–2009 surveys ................................................................................ 3Figure 2. Measurement points on a step-pool form channel ........................................................... 5Figure 3. Measurement points on a pool riffle form channel .......................................................... 6Figure 4. Example of thalweg data sheet and data recording methods. .......................................... 7Figure 5. Cross-section recording and elevation measuring points ................................................. 8Figure 6. Reaches were segregated by block nets before electrofishing ....................................... 10Figure 7. Photo of the channel thalweg on First Creek, Deschutes NF.. ....................................... 15Figure 8. Example of grade-control rocks creating a short, steep weir plunge ............................. 16Figure 9. Roaring Creek, Deschutes NF. ....................................................................................... 17


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Pacific Northwest Region Aquatic Organism Passage Stream Simulation Crossing Effectiveness

Monitoring Pilot Study

Executive Summary Biological and physical stream channel survey methodologies were developed and tested to determine if aquatic organism passage was being achieved and to evaluate how closely the constructed crossings simulated the connecting natural stream channels. At the conclusion of the 2008 field season, the data on 10 stream simulated crossings (eight bottomless arch culverts and two bridges) were analyzed. The protocols were reviewed, refined, and applied in the 2009 methods and survey protocols for 15 randomly selected crossings on the Deschutes, Ochoco and Olympic NF (nine bottomless arch culverts, two bridges, three decommissioned roads, and one embedded culvert). Results of the combined 2008 and 2009 surveys indicate that the objectives of aquatic organism passage and simulating natural channels are being achieved for the majority of surveyed crossings. However, there was no correlation between fish passage and how well the crossings emulated the natural channels. All surveyed crossings met or exceeded bankfull width for both the up and downstream channels, which dramatically improved sediment and woody debris routing. However, compared to the natural stream channel segments, streambed forms within the majority of crossings were typically more homogeneous or simplified and provided less hydraulic velocity breaks and pocket pool habitat.

Introduction The purpose of this study was to evaluate the effectiveness of stream-simulated road crossing structures by sampling and assessing aquatic organism passage through the structure and comparing physical characteristics of the crossing to the adjacent natural channels. The goals were 1) to develop a survey methodology that a wide range of forest personnel can use to evaluate aquatic organism passage through crossings, and 2) refine design and construction criteria to improve aquatic organism passage on future stream simulation crossings.

Initial questions guiding the study were: 1) Are the simulated crossings capable of passing all species and life stages of fish utilizing the stream at all stages of flow? And, 2) are the simulated crossings emulating natural channel conditions? A multitude of parameters could have been explored, such as hydraulics, pool spacing, vertical sinuosity, and horizontal sinuosity. Inherently, if the simulated crossing is emulating natural conditions in every aspect such as slope, width, and substrate, then the likelihood of aquatic biota passage becomes more probable (Barnard 2003).

Extensive investments have been made to correct impeded access for fish at road stream crossings in the Pacific Northwest Region. For the last 5 years, the region has had a design policy in place which establishes stream simulation as the minimum, generally acceptable design objective, to correct fish passage, for all species and life stages of fish, at these sites. Site-specific exceptions are allowed, given appropriate documentation. It is estimated that more than 200 sites have been corrected over the last 5 years; roughly 40–50 of the sites were funded with Federal Highways, SAF ETEA-LU funding. The majority of these sites received some effectiveness review immediately after completion. Most have experienced multiple, bankfull, or higher, flows since installation. Review of their effectiveness to pass fish and their durability to accommodate high flows, with associated movement of bed load and woody debris, is a high regional and national

Pacific Northwest Region

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priority. Such monitoring can help to “fine tune” design and improve cost effectiveness of these installations. Comprehensive, region-wide performance and durability monitoring has not been previously conducted for fish passage structures.

Methods Study Sites Ten stream simulated crossings were surveyed in the 2008 field season using field techniques to measure physical and biological parameters to evaluate how similar the crossings were, relative to the natural stream channel above and below the crossing, and to develop a refined protocol. Study sites from Oregon and Washington were selected from stream-simulated crossings that have experienced one or more bankfull or higher flow events and have known fish populations (figure 1). The ten crossings consisted of eight bottomless arch culverts and two bridges that were formerly culverts. Biological sampling occurred on all surveyed sites. Eight of the crossings were biologically sampled by snorkeling and two were electro-fished. One crossing, Boulder Creek, was snorkeled first and electro-fished in the same sampling day.

Fifteen stream-simulated crossing sites were randomly chosen for 2009 from the Deschutes, Ochoco, and Olympic National Forests. Nine bottomless arch culverts, two bridges, three decommissioned roads, and one embedded culvert were selected for biological and physical sampling. For these sites, an electrofishing mark and recapture method from Coffman (2005) was used to biologically sample the study sites.

Table 1 summarizes the geographic area and type of crossing, method of biological sampling, average slope of surveyed reaches, and type of channel form for each site surveyed during the study. Detailed locations of the study sites that include forest roads and GPS coordinates are shown in Appendix A.


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Figure 1. Locator map for 2008–2009 surveys


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Table 1. Geographic area and type of crossing for a given stream, method of biological sampling, average slope of surveyed reaches, and type of channel form derived from physical data

Forest Stream Crossing Type

Biological Sampling Method

Average slope % Channel Form

Siulsalw NF Stillwell Creek Lower Bottomless arch Snorkel 4.1 Step-PoolStillwell Creek Upper Bottomless arch Snorkel 2.5 Pool-RiffleToketa Creek Bottomless arch Snorkel 1.7 Pool-Riffle

Mt Hood NF Eight Mile Creek Upper Bottomless arch Snorkel 4 Step-PoolEight Mile Creek Middle Bottomless arch Snorkel 3.6 Step-PoolEight Mile Creek Lower Bottomless arch Snorkel 3 Step-Pool/Pool-RiffleBoulder Creek Bottomless arch E-fish 2.5 Pool-Riffle

Gifford Pinchot NF Trout Creek Bridge Snorkel 2.2 Pool-RiffleMouse Creek Bridge Snorkel 5.9 Step-Pool

Freemont NF Crazy Creek Bottomless arch E-fish 4 Step-PoolSiulsalw NF Stillwell Creek Lower Bottomless Arch Snorkel 4.1 Step-Pool

Stillwell Creek Upper Bottomless Arch Snorkel 2.5 Pool-RiffleToketa Creek Bottomless Arch Snorkel 1.7 Pool-Riffle

Mt Hood NF Eight Mile Creek Upper Bottomless Arch Snorkel 4 Step-PoolEight Mile Creek Middle Bottomless Arch Snorkel 3.6 Step-PoolEight Mile Creek Lower Bottomless Arch Snorkel 3 Step-Pool/Pool-RiffleBoulder Creek Bottomless Arch E-fish 2.5 Pool-Riffle

Gifford Pinchot NF Trout Creek Bridge Snorkel 2.2 Pool-RiffleMouse Creek Bridge Snorkel 5.9 Step-Pool

Freemont NF Crazy Creek Bottomless Arch E-fish 4 Step-PoolOlympic NF Schaffer Creek Trib Bottomless Arch E-fish 1.6 Pool-Riffle

Quitter Creek Bottomless Arch E-fish 4.7 Step-PoolGold Creek Decommission E-fish 3.7 Plane-bedBear Creek Trib Decommission E-fish 1.4 Pool-RiffleStevens Creek Bridge E-fish 0.8 Pool-Riffle

Deschutes NF First Creek Bottomless Arch E-fish 4.2 Step-PoolAbbot Creek Bridge E-fish 1.8 Pool-RiffleAbbot Creek Bottomless Arch E-fish 1.5 Pool-RiffleRoaring Creek Bottomless Arch E-fish 1.4 Pool-RiffleBrush Bridge E-fish 1.6 Pool-Riffle

Ochoco NF Little McKay Creek Embedded Culvert

E-fish 3.2 Step-Pool/Pool-Riffle

Little McKay Creek Bottomless Arch E-fish 3.1 Step-Pool/Pool-Riffle

Badger Creek Bottomless Arch E-fish 3.2 Step-Pool/Pool-RiffleBadger Creek Decommission E-fish 1.3 Pool-Riffle

Mill Creek Bottomless Arch E-fish 1.9 Pool-Riffle


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Physical Protocol Longitudinal Profile Longitudinal profile surveys of the channel were performed downstream and upstream of the crossing for approximately 200 meters in both directions. A laser range finder or a fiberglass tape was used in combination with a laser level to survey the thalweg of the stream channel. Channel features were measured at the pool tail crest, maximum pool depth, and the head of the pool. Measurements were taken to the nearest 0.01 foot in elevation and the nearest 0.1 foot in distance. Runs or glides were delineated and measured, as were definitive steps in gradient such as a log sill or a plunge (step) channel feature (figures 2 and 3). Longitudinal profiles were recorded using standard survey methods (Harrelson et al.), as illustrated in figure 4.

In 2008, reach breaks were abbreviated or terminated if a major change in channel morphology or flow occurred, such as a major tributary 50 percent or more of primary stream flow or large sediment-retaining debris jams, which split flow or significantly altered the cross-section area. The 2009 survey protocol dictated that a minimum of 200 meters above and below the crossing be surveyed, regardless of morphology changes.

Figure 2. Measurement points on a step-pool form channel.


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Figure 3. Measurement points on a pool riffle form channel.

Substrate Wolman pebble counts were performed downstream, upstream, and within the crossing. A reference reach was selected 50 meters, or five times bankfull width, from the crossing by comparing slope, and length to find the best fit reach. One hundred substrate particles were randomly sampled and the intermediate axis was measured the. The Harrleson et al. (1994) traversing method was used for selecting substrate to be sampled (described as traversing the flow within the bankfull width until 100 particles are measured and counted throughout the reach being sampled).

Five Largest Particles In addition to the Wolman pebble counts, each reach segment was divided into four equal longitudinal sections in which the five largest particles were measured in each section.

Cross-sections Cross-sections were performed in the same reaches as the pebble counts. Starting at river left bank (facing downstream with the flow), a measuring tape was pulled across the channel perpendicular to the flow from floodplain to floodplain. Distances such as the floodplain, wetted perimeters, bankfull, and the thalweg were measured to the nearest 0.1 foot, while elevation was measured to the nearest 0.01 foot (figure 5). One cross-section was taken at the up and downstream reach, and three were taken at the crossing outlet, mid-point and the crossing inlet.


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Longitudinal Profile Sheet #Stream:Date:

Surveyors:X-Sec STA BS HI FS ELEV Notes

(+) (-)

TMB #1 6.25 106.25 100

9.2

PT1 0+00 97.05

9.29

RB1 0+15 96.96

8.84

PH1 0+35 97.41

10.34

PM1 0+75 95.91

7.82

TP1 3.04 101.47 98.43

5.87

PT2 1+00 95.6

7.54

RB2 1+50 93.93

8.27

TP2 9.73 102.93 93.2

8.93

PH2 2+25 94

2.93

Known elevation of BM

Shot on the rod

Rod Height + know EL = True Instrument EL (Height of Inst.)

Rod Height - HI = True EL

Rod Height of turning point before re-set

New Rod Height after re-set

New Rod Height + EL of TP = New HI

Figure 4. Example of thalweg data sheet and data recording methods where: X-Sec = Cross Section, STA = Station, BS = Back Sight, HI = Height of Instrument, FS = Fore Sight, ELEV = Elevation, PT1 = Pool Tail Crest #1, RB1 = Riffle Break or Riffle Head #1, PH1 = Pool Head #1, and PM1 = Maximum Pool Depth #1.


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Figure 5. Cross-section recording and elevation measuring points.

Biological Protocols Snorkelers made single site visits in 2008, beginning at the downstream starting point and working upstream. A data recorder followed the snorkelers, recording fish observed by species and age classes for each distinct habitat unit.

A three-pass electrofishing protocol was performed with a Smith-Root LR-24 backpack electro-fisher. The LR-24 model electro-fisher allows the user an option for a self-calibration mode to adjust for differences in conductivity between watersheds or sub-basins. This option was used on all sites sampled. Five-gallon food-grade buckets were used to hold captured and recovering fish. Water temperatures were closely monitored and battery-powered air pumps were used to oxygenate holding and recovering fish. Captured fish were anesthetized with tricaine methanesulfanate (0.5 grams/liter). Length measurements were conducted using a measuring board coated with artificial fish slime, and additional remarks on condition were noted.

In 2009, 19 sites were electro-fished using mark and recapture methods. Of the 19 sites, four had been surveyed in 2008 to evaluate the effectiveness of the various sampling methods.

The methodology uses a three-pass electrofishing mark and recapture protocol that marks fish greater than 40 mm with an upper or lower caudal lobe clip. The recapture event is approximately 30 days from the time marked. Fifty meters, or five times bankfull width, below the crossing was electro-shocked and fish were marked with an upper caudal fin clip.


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A control reach is selected below the crossing that best fits the crossing for slope and length and is a minimum of 200 meters downstream from the mark reach below the crossing. The 50 meters, or five times bankfull width, below the false culvert is electro-fished and fish are marked using a lower caudal fin clip.

Figure 6. Mark and recapture study design from Coffman (2005). Mark reaches (MC and MFC) are five times bankfull width or at least 50 meters and the recapture reaches (RFC and RC) are at least 200 meters in length. FC is the control reach for the crossing (C).

On the return recapture visit, electrofishing was conducted on the 200 meters above the crossing and the control reach. Block nets were installed at each end of all sample sites (figure 6). In addition to the Coffman (2005) study design 19 of the 20 crossings were also electrofished during the return visit in addition to the control reaches. Abbot Creek Arch was excluded due to the small size.


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Figure 6. Reaches were segregated by block nets before electrofishing.

Results and Discussion Five of the sites from the 2008 data set—Eight Mile (Upper, Middle and Lower), Boulder, and Crazy Creek—were not included in this analysis because they predated the stream-simulated design standards, or in the case of Crazy Creek, had not experienced a bankfull event before the survey. Physical stream channel dimension ratios similar to Barnard (2003) were employed to evaluate how well the crossing simulated the natural stream channels. Similarly, biological sampling data were combined with the physical data to evaluate each crossing for aquatic organism passage. The parameters and ratios deemed most critical to answering the questions of how well the stream simulates the natural stream channel are as follows:

• D50 – the median substrate ratio found within the crossing (X-ing) relative to that found in the natural channels above (UpStrm) and below (Dwn Strm) the crossing (X-ing/UpStrm and X-ing/Dwn Strm, respectively). If the crossing D50 substrate was 20 percent larger or smaller than the D50 substrate of the natural channel, it was given a “0” score and colored in orange. If the D50 substrate within the crossing was within 20 percent of the average value of the natural channels (0.8-1.2), then it was given a single point and color coded green.

• “5 Largest Rocks” – The ratio of the average of the largest rocks found within the crossing relative to that found in the natural channels above and below the crossing (X-ing/UpStrm and X-ing/Dwn Strm, respectively). If the largest rocks found within the crossing were 20 percent larger or smaller than the natural channel it was given a “0” score and colored in orange. If the largest rocks were within 20 percent of the average value of the natural channels (0.8-1.2), then it was given a single point and colored in green.


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• Bankfull Width – The ratio of the average bankfull widths within the crossing relative to that found in the natural channels above and below the crossing (X-ing/UpStrm and X-ing/Dwn Strm, respectively). If the bankfull widths within the crossing were greater than or equal to 90 percent (0.9) of the average bankfull widths found above the crossing, then it was given a single point and colored in green. If the bankfull width ratio was less than 90 percent (0.9), it was given a score of “0” and colored in orange.

• Bankfull Width-to-Depth Ratio – The ratio of the average bankfull width-to-depth ratios found within the crossing relative to that found in the natural channels above and below the crossing (X-ing/UpStrm and X-ing/Dwn Strm, respectively). If the bankfull width-to-depth ratios within the crossing were 20 percent larger or smaller than the natural channel, it was given a “0” score and colored in orange, If the bankfull widths were within 20 percent of the average value of the natural channels (0.8-1.2), then it was given a single point and colored in green.

• Wetted Width-to-Depth Ratio – The ratio of the average wetted width-to-depth ratios found within the crossing relative to that found in the natural channels above and below the crossing (X-ing/UpStrm and X-ing/Dwn Strm, respectively). If the wetted width-to-depth ratios within the crossing were 20 percent larger or smaller than the natural channel, it was given a “0” score and colored in orange. If the wetted width-to-depth ratios were within 20 percent of the average value of the natural channels (0.8-1.2), then it was given a single point and colored in green.

• Slope – The ratio of the average thalweg slope found within the crossing relative to that found in the natural channels above or below the crossing (X-ing/UpStrm and X-ing/Dwn Strm, respectively). If the average slope of the crossing was 20 percent larger or smaller than the average slope of the upstream or downstream natural channel it was given a “0” score and colored in orange. If the average slope of the crossing was within 20 percent of the average value of the natural channels (0.8-1.2), then it was given a single point and colored in green.

• Riffle Slope (Rs) – The ratio of the riffle slope of the crossing / the combined average of riffle slopes measured above or below the crossing. If the riffle slopes within the crossing were 20 percent larger or smaller than the slopes of the natural channels, it was given a “0” score and colored in orange. If the riffle slopes were within 20 percent of the average value of the natural channels (0.8-1.2), then it was given a single point and colored in green.

• Riffle Length (Rl) – The ratio of the riffle length of the culvert / the combined average of the riffle lengths measured above or below the crossing. If the riffle lengths within the crossing were 20 percent larger or smaller than the riffle lengths of the natural channels, it was given a “0” score and colored in orange. If the riffle lengths were within 20 percent of the average value of the natural channels (0.8-1.2), then it was given a single point and colored in green.

Tables 2 and 3 were based on the above criteria and developed to evaluate how similar each crossing was to the natural stream channels above and below the site. Ratios found within and out of the range of natural channels described above, were added and totaled into the “# Within Range” and “# Outside Range” rows. Crossings which produced a ratio of 60 percent or greater were used to identify culverts that are emulating natural channel conditions.


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Table 2. Twenty aquatic organism passage crossings compared to upstream natural stream channel reaches.

Up Stream Within R

ange

>20% O

utside

of Ran

ge

Stillwell

Cree

k Lower

Stillwell

Cree

k Upper

Toketa

Creek

Trout C

reek

Mouse C

reek

Quitter C

reek

Gold Cree

k

Bear Cree

k

Steven

s Cree

kTrib

to S

chafe

r Cree

k

D50 X-ing/UpStrm 0.8-1.2 <0.8->1.2 0.9 1.2 0.8 0.8 1.2 1.4 0.7 0.4 1.2 1.05 Largest Rocks X-ing/UpStrm 0.8-1.2 <0.8->1.2 1.0 2.7 0.9 N/A 1.0 1.6 1.0 2.8 1.2 1.0Bankfull W X-ing/UpStrm >0.9 <0.9 1.0 1.6 0.9 1.3 1.1 0.8 1.0 0.8 1.3 0.7Bankfull W/D X-ing/UpStrm 0.8-1.2 <0.8->1.2 1.7 3.0 0.5 1.2 1.2 0.6 1.1 0.5 1.2 2.7Wetted W/D X-ing/UpStrm 0.8-1.2 <0.8->1.2 1.0 0.7 1.0 1.0 0.7 0.3 1.6 0.7 1.0 1.1Slope X-ing/UpStrm 0.8-1.2 <0.8->1.2 0.8 0.8 1.2 1.5 1.2 1.5 1.3 2.0 0.8 0.1Riffle Slope (Rs) X-ing Rs/Rs Avg 0.8-1.2 <0.8->1.2 0.5 N/A N/A 0.7 0.8 1.0 0.7 0.9 0.4 1.3Riffle Length (Rl) Xing Rl/Rl Avg 0.8-1.2 <0.8->1.2 2.8 N/A N/A 1.1 0.6 0.4 1.5 1.1 2.2 0.1 # Within Range 5 3 5 5 6 2 3 2 6 3

# Outside Range 3 3 1 2 2 6 5 6 2 5% Within Range 63% 50% 83% 71% 75% 25% 38% 25% 75% 38%

Within R

ange

>20% O

utside

of Ran

ge

First C

reek

Abbot Brid

ge

Abbot Arch

Roaring C

reek

Brush C

reek

McKay C

reek L

owerMcK

ay Upper

Badger Arch

Badger Dec

ommMill

Creek

D50 X-ing/UpStrm 0.8-1.2 <0.8->1.2 1.2 0.8 1.0 N/A 0.9 1.2 1.3 0.8 1.0 1.1

5 Largest Rocks X-ing/UpStrm 0.8-1.2 <0.8->1.2 1.3 1.3 1.0 N/A 2.0 1.3 1.3 1.2 1.2 0.8

Bankfull W X-ing/UpStrm >0.9 <0.9 1.2 0.9 1.7 0.7 1.2 1.4 1.0 1.0 1.3 1.4

Bankfull W/D X-ing/UpStrm 0.8-1.2 <0.8->1.2 1.1 0.9 2.2 2.2 1.1 1.3 1.8 1.1 0.8 1.4

Wetted W/D X-ing/UpStrm 0.8-1.2 <0.8->1.2 0.4 1.1 1.6 1.6 0.8 7.0 0.7 0.7 2.0 0.4Slope X-ing/UpStrm 0.8-1.2 <0.8->1.2 0.3 0.2 1.2 0.8 1.4 0.5 1.8 0.8 1.8 0.9

Riffle Slope (Rs) X-ing Rs/Rs Avg 0.8-1.2 <0.8->1.2 0.4 N/A N/A 0.7 1.2 0.4 0.8 0.8 1.1 0.7

Riffle Length (Rl) Xing Rl/Rl Avg 0.8-1.2 <0.8->1.2 0.7 N/A N/A 0.3 0.4 1.7 4.2 0.8 1.9 2.7 # Within Range 3 4 4 1 5 2 2 7 5 4



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Table 3. Twenty aquatic organism passage crossings compared to downstream natural stream channel reaches.

Down Stream Within R

ange

>20% O

utside

of Ran

ge

Stillwell

Cree

k Lower

Stillwell

Cree

k Upper

Toketa

Creek

Trout C

reek

Mouse C

reek

Quitter C

reek

Gold Cree

k

Bear Cree

k

Steven

s Cree

kTrib

to S

chafe

r Cree

k

D50 X-ing/DwnStrm 0.8-1.2 <0.8->1.2 0.8 1.1 1.2 1.2 1.4 1.8 1.3 0.7 1.0 0.7

5 Largest Rocks X-ing/DwnStrm 0.8-1.2 <0.8->1.2 0.7 2.5 1.0 N/A 1.1 1.2 1.0 2.9 1.5 1.2

Bankfull W X-ing/DwnStrm >0.9 <0.9 0.7 1.6 0.7 1.0 0.7 0.8 1.1 1.0 1.2 1.0

Bankfull W/D X-ing/DwnStrm 0.8-1.2 <0.8->1.2 3.1 1.3 0.3 1.2 1.1 0.9 1.1 1.6 1.0 1.4

Wetted W/D X-ing/DwnStrm 0.8-1.2 <0.8->1.2 0.6 0.7 0.6 0.8 0.5 0.8 1.6 0.7 0.8 1.1Slope X-ing/DwnStrm 0.8-1.2 <0.8->1.2 0.9 1.0 1.9 1.9 1.1 0.5 1.3 2.0 1.2 0.1

Riffle Slope (Rs) X-ing Rs/Rs Avg 0.8-1.2 <0.8->1.2 0.9 N/A N/A 1.1 0.8 1.0 0.7 1.1 0.3 1.6

Riffle Length (Rl) Xing Rl/Rl Avg 0.8-1.2 <0.8->1.2 4.7 N/A N/A 0.8 0.8 0.4 0.8 1.0 4.5 0.1 # Within Range 3 3 2 6 5 4 4 3 5 3


Within R

ange

>20% O

utside

of Ran

ge

First C

reek

Abbot Brid

ge

Abbot Arch

Roaring C

reek

Brush C

reek

McKay C

reek L

owerMcK

ay Upper

Badger Arch

Badger Dec

ommMill

Creek

D50 X-ing/DwnStrm 0.8-1.2 <0.8->1.2 0.9 0.7 1.0 N/A 1.0 1.2 0.9 0.8 1.0 0.85 Largest Rocks X-ing/DwnStrm 0.8-1.2 <0.8->1.2 1.0 1.3 1.0 N/A 1.9 1.6 1.0 1.2 1.2 0.9Bankfull W X-ing/DwnStrm >0.9 <0.9 1.4 0.9 1.0 0.9 1.2 2.3 1.0 1.0 1.2 1.2Bankfull W/D X-ing/DwnStrm 0.8-1.2 <0.8->1.2 2.2 1.0 1.0 2.6 1.1 1.7 1.8 0.9 1.4 1.2 Wetted W/D X-ing/DwnStrm 0.8-1.2 <0.8->1.2 0.6 0.9 2.1 1.3 0.8 1.6 0.7 0.7 1.3 0.9Slope X-ing/DwnStrm 0.8-1.2 <0.8->1.2 0.4 0.3 0.8 1.0 1.4 0.6 1.4 0.5 0.8 1.2Riffle Slope (Rs) X-ing Rs/Rs Avg 0.8-1.2 <0.8->1.2 0.4 N/A N/A 0.8 0.7 0.4 0.8 0.6 0.5 0.8Riffle Length (Rl) Xing Rl/Rl Avg 0.8-1.2 <0.8->1.2 0.6 N/A N/A 0.7 1.1 1.9 2.5 0.6 3.3 2.1 # Within Range 3 3 5 3 5 2 4 4 4 7



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Stream Simulation Crossings constructed before 1995 (Eight-mile Upper, Middle, and Lower, and Boulder Creek) and a newly constructed crossing which had not experienced a bankfull flow (Crazy Creek) were withdrawn from this analysis to more accurately evaluate aquatic organism passage crossings. Fifty-five percent (11 out of 20) of the crossings simulated either the up or downstream natural channels, fifty percent (10 out of 20) of the crossings emulated the upstream reaches, thirty percent (6 out of 20) emulated the downstream reaches, and twenty-five percent (5 out of 20) replicated both up and downstream reaches. Nine of the crossings, Upper and Lower McKay, Bear, First, Upper Stillwell, Quitter , Schafer tributary, Roaring and Gold Creeks, did not simulate either the up or downstream natural channels.

The variables replicated consistently were streambed substrate and bankfull width. Seventy-four percent (28 out of 38) of the crossings fell within +20 percent of the D50 substrate within the natural channels, fifty-eight percent (21 out of 36) of the “Five Largest Rocks” measured within the crossings also fell within +20 percent of the surveyed natural channels, and bankfull widths matched the natural channels eighty-three percent (33 out of 40) of the time.

However, in contrast, only forty-eight percent (19 out of 40) of the bankfull width-to-depth ratios were within +20 percent of the natural channels. Wetted width-to-depth ratios within crossings were also significantly less similar to the natural channels with only thirty-five percent (14 out of 40) within +20 percent of the natural channels. In several crossings, extremely high wetted width–to-depth ratios were measured at the midpoint of the crossing in which grade control structures aggraded the channel substrate, creating a wide and shallow low-flow channel. Conversely, there were crossings that had very low wetted width-to-depth ratios attributed to the channel within the crossing running down the edge of the structure’s concrete footer (figure 7).


15

Figure 7. Photo of the channel thalweg on First Creek, Deschutes NF, adjacent to the footer creating a relatively low wetted width-to-depth ratio. Six marked fish were recaptured above this crossing.

Almost half of crossing slopes forty-eight percent (19 out of 40) were lower than that of the natural channels with only forty-three percent (17 out of 40) within +20 percent of the natural channels. On seven of the crossings—Brush Creek (bridge), Upper McKay Creek (embedded culvert),Gold Creek (decommission), Bear Creek (decommission) Toketa Creek (arch), Mouse Creek (bridge) and Trout Creek (bridge)—the crossing slopes were higher than either the up or downstream natural channel average.

The majority of crossing riffle slopes (sixty percent) were also lower than those measured in the natural channels. However, the crossings that exceeded riffle slopes by greater than twenty percent also contained lower riffle length ratios produced by steep and short riffles or plunges created by rock grade controls (figure 8). On the other hand, crossings that exceeded the upper end of the riffle length range of natural channels disrupted pool spacing and typically produced long, wide, low-slope riffles, which could potentially reduce aquatic organism passage from reduced water depth.


16

Figure 8. Example of grade-control rocks creating a short, steep weir plunge. Lower McKay Creek, Ochoco NF. Also note the subterranean flow, which was even present after rain events recharged base flows.

Fish Passage The modified Coffman biological sampling methodology proved to be the most effective measure of fish passage of all of the biological sampling methods tested. It was 11 times more effective than snorkeling when compared at one site sampled. A total of 1,006 fish were marked with fin clips during the initial site visits. A total of 2,204 fish were sampled during the recapture efforts, with a total of 50 marked fish recaptured. Lengths of marked recaptured fish ranged from 52 mm to 175 mm.

All crossings were sampled during low-flow conditions with the exception of Boulder Creek, which had received a freshet from fall rains at the time of the recapture sampling effort, and Roaring Creek, a spring-fed stream with a high base flow. Electro-fishing within these streams during higher flows greatly reduced effectiveness and capture rates (figure 9). Conversely, the lack of water on some crossings during both the initial and return sampling efforts also negatively affected potential fish movement and recapture of clipped fish above the crossing; due to low-


17

flow conditions, marked fish remained in the general area where they were originally captured and released.

Regardless, fifty percent (9 of 18) of the 2009 sites sampled with the Coffman protocol yielded recaptures above the crossing, which was considered exceptional due to low population densities, permit timing restrictions, and the previously mentioned low-/high-flow conditions encountered during the surveys. An additional sixteen percent of the study sites had marked fish recaptured above the control reach and under the crossings. Therefore, if the streams with sampling issues related to high flows (Boulder and Roaring Creeks) were taken out of the sample, greater than seventy percent of the crossings had documented fish passage.

Figure 9. Roaring Creek, Deschutes NF, where, along with one other site, high-flow conditions likely affected the number of fish captured by electrofishing.

First Creek produced the highest number of recaptures above a crossing, which was likely due to the sampling period overlapping the spawning/migration period for brook trout. Local knowledge of spawn timing and migration and scheduling sampling efforts around these windows would presumably greatly increase recapture probabilities and evaluation of aquatic organism passage. However, many streams throughout the region have restricted sampling periods to protect endangered, threatened and/or migrating and spawning fish. Such restrictions were encountered on the Deschutes NF where sampling was limited to protect spawning bull trout. In these cases, definitive evidence of passage by juvenile or resident fishes will be difficult, and may need to rely more heavily on the physical stream survey data comparing the stream-simulation attributes of natural channels to those with conclusive biological data.


18

Conclusions The majority of stream crossings evaluated during this study met the objective of passing fish and simulating either the up or downstream natural stream channels. In addition, all stream crossings were found to be adequately routing both sediment and woody debris efficiently. There were no real trends between how well the crossing emulated the natural stream channels and fish passage. In fact, the crossings that differed the most from the natural channels (Upper and Lower McKay, Bear, First, and Gold Creeks) all had marked fish recaptured above control reaches and above or within the crossings. In addition, some of the crossing variables which fell outside the range of natural channels such as lower slope and wetted width-to-depth ratios are more than likely advantageous to aquatic organism passage. For instance, fish sampling in First Creek produced the most recaptures above any of the sampled crossings, yet the majority of evaluation criteria did not fall within +20 percent in the up or downstream natural channels. The thalweg slopes, riffle slopes and wetted width to-depth ratios within the First Creek crossing were lower than those of the natural channels, and likely promote passage through the crossing. However, the reduced crossing slope could impede the natural bed load transport and debris routing, which could, in the long term, negate any fish passage advantages that the lower crossing slope may currently yield.

The combination of physical and biological data did identify and isolate seasonal and potential barriers created by crossing structures. For instance, the rock grade-control weir constructed at the entrance of Lower McKay Creek culvert creates a 0.2-m (8 inch) plunge/jump and creates subterranean flow headward of the structure. Marked fish were recaptured above the control reach and immediately below the grade-control weir; no marked fish were recaptured above the crossing. In addition, as previously discussed, several of the other crossings also had rock grade control weirs that created very wide, shallow low-water cross-sections, which may also create seasonal barriers.

Aquatic organism passage design criteria and construction methods could be improved and should be refined to maximize passage and increase structure durability. While a slight majority of crossings emulated the up or downstream natural channels for most of the evaluation attributes, most of the crossings were also typically more homogeneous or simplified and provided less hydraulic velocity breaks and pocket pools than that of natural channels. Therefore, the following variables of aquatic organism passage designs are recommended for integration into future designs:

1) Wetted or low-flow width-to-depth ratios and dimensions should be incorporated into the design cross-section to provide adequate depth for passage at all flows.

2) Pool spacing should be maintained through the crossing and riffle lengths should be within 20 percent of the average natural channel riffle lengths.

3) Stream-crossing margin roughness elements should be incorporated into the boundary or footer of the crossing structure to provide slack water and pocket pool resting habitat for migrating aquatic species and to prevent footer scour.

4) Install constructed riffles in place of rock weirs for grade control and sediment retention structures to replicate natural channels and reduce the potential for inadvertent jump, velocity, and width-to-depth/shallow-flow barriers.

Biological sampling effectiveness was significantly reduced by the random, opportunistic scheduling of surveys and sampling permit timing restrictions. However, the Coffman


19

Biological sampling effectiveness was significantly reduced by the random, opportunistic scheduling of surveys and sampling permit timing restrictions. However, the Coffman methodology conducted in 2009 was still able to produce strong evidence of passage for approximately 70 percent of the sampled stream crossings, and it should be used where electrofishing can be employed. District biologists are expected to have even greater success and a high probability of determining aquatic organism passage with biological sampling due to their ability to schedule surveys to take advantage of peak migration periods and ideal flow conditions. When biological data are inconclusive and/or when factors such as permit timing restrictions prevent efficient sampling, the physical stream channel survey protocol and evaluation methods developed during this study could be employed to further evaluate the crossing. If biological data are inconclusive or indicate potential aquatic organism passage issues, and greater than 60 percent of the stream-simulation criteria established in this study falls outside +20 percent of the natural channels, an interdisciplinary team composed of an Aquatic Biologist, Engineer, and Hydrologist / Geomorphologist should be assembled to further evaluate the stream crossing and to identify corrective measures.

Recommendations 1. We recommend that biological sampling (electrofishing or snorkeling) be performed initially

to determine aquatic organism passage. Where permitting allows, we recommend that the modified Coffman methodology be employed and an elastomer dye be used for marking instead of fin clipping as done in Hudy and Shiflet (2009). The initial visit should occur before the peak of known or suspected migration periods. The second visit should occur approximately 30 days after the initial visit. All unmarked fish captured during the second visit should be marked in the event that passage is not determined and a third visit is warranted.

2. If passage is not determined by biological sampling or if biological sampling is unfeasible, the physical stream survey protocol and assessment methods detailed in this document should be employed. If less than 60 percent of the physical attributes fall outside the passage criteria, an interdisciplinary team assessment of the structure should be conducted, especially if 50 percent or less of all values fall below the criteria and no fish were observed above or within the crossing and or the relative densities were skewed above and below the crossing.

3. We recommend that the aquatic organism effectiveness monitoring survey methodologies developed for this study be tested on a subset of forests within the region to determine applicability and cost effectiveness.

4. Aquatic organism passage design criteria, and especially the engineering of sediment-retention weirs, should be refined to include: low-flow channel dimensions and sinuosity, riffle slope and pool spacing, and stream channel margin velocity breaks.

5. Apply refined passage design criteria to the construction of three to five crossings to evaluate fish passage and cost.


20

Acknowledgments We would like to thank David Heller and Sandra Wilson-Musser for asking the initial questions “are stream simulation crossings simulating the natural channels and are they passing aquatic organisms?” Dave and Sandra also acquired funding for the study and determined the final study site locations. David Heller, Sandra Wilson-Musser, Mark Hudy, Kim Johansen and Robert Gubernick provided recommendations and advice and were instrumental in the development of the initial protocol. Bruce Hansen and Robert Metzger were critical to securing permits for the biological sampling efforts. Melissa Lanza provided GIS support and generated all of the study site maps for the project and Patricia Goude provided final editing. We would also like to thank David Heller, Sandra Wilson-Musser, Jeff Uebel, Kenneth MacDonald and Kim Clarkin for their reviews comments and edits of subsequent drafts.

Literature Cited Barnard, Robert. 2003. Evaluation of the Stream Simulation Culvert Design Method in Western

Washington, a preliminary study. Washington State Department of Fish and Wildlife.

Coffman, J. S. Evaluation of a predictive model for upstream fish passage through culverts. James Madison University, Harrisonburg, Virginia. Masters Thesis.

Harrelson, Cheryl C; C. L. Rawlins; and John P. Potyondy. 1994. Stream channel reference sites: an illustrated guide to field technique. Gen. Tech. Rep. RM-245. Fort Collins, CO: U.S. Department of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station. 61 pp.

Hudy, M. and J. Shiflet. 2009. Movement and Recolonization of Potomac Sculpin in a Virginia Stream. North American Journal of Fisheries Management 29:196–204.

Montomery, D. R. and J. M. Buffington. 1998. Channel processes, classification, and response, in River Ecology and Management, edited by R. Naiman and R. Bilby. Springer-Verlag New York, NY. pp 13–42.

Montgomery, D. R.; J. M. Buffington; R.D. Smith; K. M. Schmidt; and G. Pess. 1995. Pool Spacing in Forest Channels. Water Resources Research, 31-4:1097–1105


21

Appendices

Appendix A Maps of Study Sites

Appendix B Physical Data

upper Abbot Ck Profile

STA STA (ft) FS Water DeptHI FS BS Beginning El slp Comments0 10.8 1.1 2710.8 2700 0.026796

51.5 51.5 10.42 1.12 2700.38 0.007379120.5 69 9.34 1.1 2701.46120.5 7.25 9.85 2713.4165.5 45 11.65 1.5 2701.75205.5 40 11.05 1.5 2702.35 0.015251.5 46 9.8 1 2703.6282.8 31.3 9.02 0.8 2704.38 0.02492287.8 5 9.75 1.5 2703.65295.3 7.5 10.25 1.1 2703.15295.3 6.32 8.23 2715.31345.8 50.5 10.68 1.4 2704.63401.3 55.5 9.05 1.23 2706.26 0.029369426.3 25 9.43 1.75 2705.88431.3 5 9.7 2 2705.61447.3 16 8.1 0.9 2707.21503.8 56.5 7.37 1.1 2707.94503.8 4.13 10.99 2722.17519.3 15.5 11.95 1.1 2710.22549.8 30.5 11.29 0.65 2710.88 0.021639558.3 8.5 11.15 0.81 2711.02566.3 8 11.57 1.2 2710.6571.3 5 10.81 0.63 2711.36580.3 9 6.62 0.7 2715.55 out620.8 40.5 6.71 2715.46 cu632.8 12 11.81 1.7 2710.36 in 0.01626649.3 16.5 10.7 0.8 2711.47701.8 52.5 11 1.35 2711.17744.3 42.5 10.63 1.5 2711.54 BnkF 9792.3 48 9.62 0.82 2712.55792.3 7.41 8.21 2722.97861.8 69.5 9.18 0.63 2713.79 Redds after log864.8 3 9.65 1.1 2713.32 scour under log872.8 8 9.6 1.08 2713.37 BnkF 11917.8 45 8.77 0.77 2714.2 BnkF 12972.8 55 7.65 0.75 2715.32

1012.8 40 7.1 0.9 2715.87 0.013751050.3 37.5 6.17 0.85 2716.8 0.02481057.8 7.5 6.8 1.55 2716.17 BnkF 111066.8 9 5.2 1.6 2717.771113.8 47 5.25 1.7 2717.721113.8 3.95 7.65 2726.671147.8 34 8.1 0.8 2718.571199.8 52 7.5 1 2719.171291.8 92 6.1 0.77 16 5.15 2720.57 BM top of rebar LB photo point1291.8 3.98 6.03 2728.721332.3 40.5 8.4 0.9 2720.321387.3 55 6.97 0.78 2721.75 BnkF 131430.3 43 6.7 1.1 2722.02 92' to fence 0.014621

up dnSlope 1.203714 0.817732 Overall 0.015395Riffle Slope (Rs)Riffle Length (Rl)

Upper Abbot Ck x-sect

Upstream Crossing * Mid too short to survey DownstreamInvert

STA EL STA EL STA EL0 7.22 2 9.22 0.25 1.12 0 5.62 7.1 4 10.45 1.48 2.35 2 5.754 7 6 10.9 1.69 2.8 4 5.9 BnkF 06 7.1 8 10.79 1.77 2.69 6 6.1 0.28 7.28 BnkF 0.03 10 10.35 1.38 2.25 8 6.3 0 0.4

8.5 7.7 0 0.45 12 9.97 0.99 1.87 Boulder 10 7.12 1 1.2210 8.37 0.7 1.12 14 8.93 0 0.83 12 7.25 1.1 1.3512 8.5 0.8 1.25 16 8.1 0 13.5 6.22 0 0.3214 8.47 0.7 1.22 16 5.97 0.0716 8.27 0.6 1.02 1.73875 18 5.9 0

16.3 7.25 BnkF 0 Wetted Width 11.11111 20 618 6.87 Bankful W/D 8.051761 22 5.720 7.25 BNKF W 1422 7.5 0.445

Outlet Wetted Width 10.476190.922 STA EL Bankful W/D 31.46067

Wetted Width 13.39286 2 9 0 0 BNKF W 14Bankful W/D 9.002169 4 9.19 0.2 0.19

BNKF W 8.3 6 9.74 0.75 0.748 9.73 0.72 0.73

10 9.73 0.72 0.7312 9.58 0.6 0.5814 9.53 0.43 0.5316 9 0 0

0.4375Wetted Width 32.74854Bankful W/D 32

BNKF W 14

BnkF W ave BNKF W/D 20.02588 x/up UP DN

Xing/up x/dnBankfull W 1.686747 1

Xing/dn ave Wtted w/d 21.92982 x/upBankfull W/D 2.224562 1.017143

x/dnWetted W/D 1.637427 2.093301

Badger CK Arch

Crossing Upstream Downstream0 7.05 2 6.8 0 5.42 7.1 bnkf 0 5 7.8 bnkf 0.05 2 5.64 7.3 0.2 5.8 8.1 0 0.35 4 6.2 bnkf 06 7.25 0.15 8 8.9 0.8 1.15 6 6.5 0 0.3

6.2 7.74 0 0.64 10 8.95 0.9 1.2 8 6.85 0.4 0.658 8.35 0.8 1.25 12 8.9 0.85 1.15 10 7.4 0.85 1.2

10 8.37 0.85 1.27 14 8.65 0.4 0.9 12 7.45 0.8 1.2512 8.38 0.85 1.28 17.2 8.05 0 0.3 14 6.9 0.4 0.7

14.8 7.5 0 0.4 18 7.75 bnkf 0 16 6.55 0 0.3515 7.2 bnkf 0.1 20 7.1 17.2 6.25 bnkf 0.0516 7.15 19 5.5

0.63750.587778 Wetted Width 23.18644 0.5625

Wetted Width 17.2 Bankful W/D 20.39216 Wetted Width 24.4898Bankful W/D 22.1172 BNKF W 13 Bankful W/D 23.46667

BNKF W 13 BNKF W 13.2

UP DN

1.084594Bankfull W 1 0.984848Bankfull W/D 1.084594 0.942494Wetted W/D 0.741813 0.702333

Badger Creek Arch Pebble Count

Downstream Crossing Upstream1 95 51 175 1 55 51 50 1 125 51 1002 18 52 165 2 85 52 240 2 170 52 203 5 53 85 3 75 53 20 3 4 53 1604 220 54 160 4 125 54 55 4 22 54 65 180 55 0.062 5 35 55 115 5 190 55 1706 170 56 140 6 60 56 125 6 85 56 357 265 57 45 7 50 57 95 7 175 57 658 105 58 130 8 380 58 65 8 35 58 189 3 59 90 9 20 59 175 9 150 59 80

10 115 60 7 10 280 60 115 10 15 60 1011 1 61 165 11 18 61 115 11 185 61 16512 135 62 75 12 5 62 125 12 20 62 6013 70 63 260 13 9 63 105 13 1 63 24014 125 64 105 14 185 64 25 14 120 64 4015 48 65 3 15 40 65 5 15 55 65 10516 170 66 110 16 55 66 100 16 5 66 517 115 67 1 17 255 67 125 17 140 67 13518 45 68 135 18 125 68 105 18 95 68 5019 135 69 70 19 20 69 190 19 65 69 9520 53 70 125 20 235 70 4 20 230 70 1821 190 71 48 21 50 71 0.062 21 120 71 522 160 72 170 22 170 72 185 22 12 72 22023 18 73 115 23 70 73 60 23 195 73 17524 80 74 45 24 18 74 95 24 100 74 17025 10 75 140 25 125 75 105 25 50 75 8526 170 76 53 26 120 76 5 26 200 76 16027 60 77 195 27 115 77 30 27 11 77 0.06228 95 78 160 28 25 78 120 28 130 78 14029 20 79 100 29 105 79 125 29 365 79 4530 160 80 20 30 4 80 15 30 0.062 80 13031 6 81 155 31 135 81 95 31 180 81 9032 170 82 6 32 85 82 140 32 90 82 733 40 83 170 33 30 83 80 33 205 83 16534 65 84 35 34 70 84 60 34 8 84 7535 160 85 65 35 95 85 230 35 155 85 26036 0.062 86 18 36 75 86 60 36 55 86 10537 140 87 80 37 40 87 260 37 200 87 338 45 88 10 38 35 88 55 38 60 88 11539 240 89 160 39 80 89 140 39 150 89 140 40 90 60 40 100 90 60 40 20 90 13541 105 91 240 41 75 91 125 41 130 91 7042 5 92 40 42 25 92 120 42 85 92 12543 135 93 105 43 90 93 18 43 150 93 4844 55 94 5 44 140 94 55 44 10 94 17045 85 95 135 45 100 95 260 45 175 95 11546 7 96 50 46 30 96 65 46 70 96 4547 165 97 95 47 7 97 280 47 180 97 13548 75 98 18 48 85 98 20 48 275 98 5349 130 99 5 49 50 99 105 49 180 99 19050 90 100 215 50 170 100 135 50 30 100 160

DN 2 3 4 DN 2 3 4 DN 2 3 41 275 250 215 200 1 280 400 230 300 1 220 205 290 2602 250 245 260 230 2 225 330 190 325 2 290 240 255 2553 215 220 190 235 3 185 215 480 280 3 200 230 225 2104 230 180 240 225 4 190 235 220 305 4 240 215 240 1755 225 165 190 180 5 180 240 260 400 5 200 185 220 170

221 273.5 226.25

Badger Ck Arch Profile

Rl Riffle Slope STA STA (ft) FS Water Dep HI FS BS Beginning El0 PT 0 11 0.2 2500 25118 PM 8 11.75 0.75 2499.25

39 0.055385 10.5 PH 2.5 11.05 0.25 2499.9549.5 PT 39 8.89 0.26 2502.11

59 PM 9.5 9.26 0.65 2501.745 0.104 61.5 PH 2.5 8.92 0.3 2502.08

66.5 PT 5 8.4 0.23 2502.675.5 PM 9 9 0.9 2502

48 0.062708 78.25 PH 2.75 8.79 0.7 2502.21126.25 PT 48 5.78 0.39 2505.22138.25 PM 12 6.15 0.6 2504.85

16 0.065625 145.75 PH 7.5 5.85 0.4 2505.15161.75 PT 16 4.8 0.4 2506.2167.25 PM 5.5 5.25 0.85 2505.75

84.5 0.051479 172.25 PH 5 4.9 0.35 2506.1172.25 2.1 12.85 2521.75256.75 PT 84.5 11.3 0.2 2510.45261.75 PM 5 11.8 0.7 2509.95

1 -0.2 263.75 PH 2 11.45 0.35 2510.3264.75 PT 1 11.65 0.25 2510.1268.75 PM 4 12.2 0.8 2509.55

83 0.068072 270.25 PH 1.5 11.75 0.3 2510353.25 PT 83 6.1 0.28 2515.65358.25 PM 5 6.48 0.7 2515.27

4 0.1 361.75 PH 3.5 6.05 0.33 2515.7365.75 PT 4 5.65 0.26 2516.1371.75 PM 6 6.1 0.75 2515.65

21.5 0.04186 380.75 PH 9 5.6 0.37 2516.15402.25 PT 21.5 4.7 0.25 2517.05406.25 PM 4 4.95 0.5 2516.8

59.5 0.055798 412.25 PH 6 4.75 0.25 2517412.25 3.25 11.64 2530.14471.75 PT 59.5 9.82 0.39 2520.32475.75 PM 4 10.11 0.69 2520.03

23 0.044348 479.75 PH 4 9.99 0.6 2520.15502.75 PT 23 8.97 0.25 2521.17508.75 PM 6 9.5 0.8 2520.64

74.5 0.05396 509.75 PH 1 9.07 0.3 2521.07584.25 PT 74.5 5.05 0.35 2525.09587.25 PM 3 5.5 0.8 2524.64

52 0.032115 590.25 PH 3 4.9 0.25 2525.24590.25 2.3 11.37 2539.21642.25 PT 52 12.3 0.2 2526.91651.25 PM 9 12.9 0.8 2526.31

41.5 0.06747 654.25 PH 3 12.45 0.3 2526.76695.75 PT 41.5 9.65 0.39 2529.56701.75 PM 6 10.1 0.8 2529.11

16.5 0.050909 709.25 PH 7.5 9.75 0.4 2529.46725.75 PT 16.5 8.91 0.29 2530.3738.75 PM 13 9.5 0.9 2529.71

112.5 0.032622 747.75 PH 9 9 0.45 2530.21860.25 PT 112.5 5.33 0.18 2533.88864.25 PM 4 5.73 0.6 2533.48

14 0.047857 866.25 PH 2 5.37 0.22 2533.84880.25 PT 14 4.7 0.2 2534.51884.75 PM 4.5 5.43 0.9 2533.78

59 0.027797 889.75 PH 5 4.8 0.2 2534.41889.75 4.05 8.34 2543.5948.75 PT 59 7.45 0.27 2536.05952.75 PM 4 7.88 0.73 2535.62

8.5 0.089412 959.25 PH 6.5 7.35 0.25 2536.15967.75 PT 8.5 6.59 0.41 2536.91979.75 PM 12 6.91 0.84 2536.59

12 0.063333 986.25 PH 6.5 6.44 0.3 2537.06998.25 PT 12 5.68 0.17 2537.82

1001.25 PM 3 6.2 0.7 2537.3 CU OUT38.5 0.03039 1007.25 PH 6 5.75 0.25 2537.75

1007.25 4.45 5.13 2544.181045.75 38.5 5.26 0.15 2538.92 0.019123

9.5 0.029474 1050.75 5 5.55 0.5 2538.63 CU IN1055.25 RT 4.5 5.27 0.4 2538.911064.25 RM 9 5.45 0.65 2538.73

65 0.023692 1074.75 RH 10.5 5.17 0.4 2539.011074.75 1.03 8.45 2551.61139.75 PT 65 11.05 0.2 2540.551148.75 PM 9 11.55 0.75 2540.05

22.5 0.044 1154.75 PH 6 10.98 0.25 2540.621177.25 PT 22.5 9.99 0.4 2541.611183.25 PM 6 10.2 0.6 2541.4

48.5 0.03732 1191.25 PH 8 9.8 0.25 2541.8 BnkF 9.01239.75 PT 48.5 7.99 0.4 2543.61 FC M1243.75 PM 4 8.15 0.6 2543.45

9.5 0.011579 1255.75 PH 12 7.83 0.32 2543.771265.25 PT 9.5 7.72 0.3 2543.881282.75 PM 17.5 8.72 1.4 2542.88

37 0.026486 1291.75 PH 9 7.6 0.25 25441328.75 PT 37 6.62 0.4 2544.98 BnkF 9.51336.75 PM 8 6.78 0.6 2544.82

18.5 0.030811 1344.75 PH 8 6.43 0.25 2545.171363.25 PT 18.5 5.86 0.2 2545.741368.75 PM 5.5 6.36 0.7 2545.24

37 0.046216 1378.75 PH 10 5.8 0.28 2545.81378.75 4.03 11.54 2559.111415.75 PT 37 11.6 0.31 2547.511426.75 PM 11 12.18 0.9 2546.93

35 0.052857 1431.75 PH 5 11.65 0.4 2547.461466.75 PT 35 9.8 0.2 2549.311475.75 PM 9 10.04 0.5 2549.07

19 0.067368 1478.75 PH 3 9.72 0.21 2549.391497.75 PT 19 8.44 0.2 2550.671501.75 PM 4 9.46 1.25 2549.65

21 0.05381 1511.75 PH 10 8.37 0.25 2550.741532.75 PT 21 7.24 2551.87 BnkF 9.01537.75 PM 5 7.85 2551.26

3.5 0.314286 1561.75 PH 24 7.8 2551.31 Base of Beaver Dam1565.25 PT 3.5 6.7 2552.41 "1584.75 PM 19.5 8.3 2550.81

16.5 0.042424 1610.75 PH 26 6.62 2552.491627.25 PT 16.5 5.92 2553.191635.25 PM 8 6.2 2552.91

17.5 0.038857 1650.25 PH 15 5.83 2553.28 bnkF 81650.25 5 10.2 2564.311667.75 PT 17.5 10.35 2553.96 bnkF 7.51677.75 PM 10 11.5 2552.81

0.018936 1697.75 CU OUT/PH 20 10.3 2554.01 Rs1738.75 CU IN 41 9.8 2554.51 Rl1791.75 PT 53 8.52 2555.791811.75 PM 20 9.5 2554.81

18.5 0.014595 1884.75 PH 73 8.34 2555.97 bnkF 7.51903.25 PT 18.5 8.07 2556.241908.75 PM 5.5 8.45 2555.86 X-sect 02

129.5 0.014826 1924.25 PH 15.5 7.96 2556.352053.75 PT 129.5 6.04 2558.272072.25 PM 18.5 6.61 2557.7

54.5 0.013028 2105.25 PH 33 5.76 2558.55 Bnkf 7.52105.25 4.2 9.6 2569.712159.75 PT 54.5 10.45 2559.262170.75 PM 11 10.7 2559.01

25 0.0288 2179.25 PH 8.5 10.27 2559.44 x-sect 012204.25 PT 25 9.55 2560.162218.75 PM 14.5 10.14 2559.57

30.5 0.010164 2231.25 PH 12.5 9.44 2560.27 bnkF 9.02261.75 PT 30.5 9.13 2560.582266.25 PM 4.5 9.36 2560.35

12 0.02 2277.25 PH 11 8.69 2561.02 bnkF 8.02289.25 PT 12 8.45 2561.26 BnkF 7.5 2309.25 PM 20 9.32 2560.39

80.5 0.015901 2334.25 PH 25 8.35 2561.36 BnkF 9.52414.75 PT 80.5 7.07 0.15 2562.642433.25 PM 18.5 7.45 0.5 2562.262442.25 PH 9 6.96 0.4 2562.75

Arch UP DN Decomm UP DNSlope 0.778254 0.504742 Slope 1.769825 0.805728Riffle Slope (Rs) 0.755499 0.558701

Riffle Slope (Rs) 1.129911 0.477964

Riffle Length (Rl) 0.829971 0.589147

Riffle Length (Rl) 1.877318 3.25072

Badger Decom x-sect

STA Upstream STA Crossing0 7.55 0 6.132 7.7 2 6.63 7.9 BnkF 0 4 6.794 8.3 0.4 6 6.86 0 bnkf6 8.2 0.3 8 6.98 0.12

6.5 8.3 0 0.4 10 7.75 0 0.898.5 8.75 0.6 0.85 12 8.15 0.41 1.299.5 8.3 0 0.4 14 7.7 0 0.84

10.5 7.9 BNKF 0 16 6.9 0.04 bnkf12.5 7.5314.5 7.37 0.5316.5 7.32 Wetted Width 29.26829

Bankful W/D 18.867920.335714 BNKF W 10

Wetted Width 15Bankful W/D 22.34043

BNKF W 7.5 UP DNBankfull W 1.333333 1.234568

STA DownstreamBankfull W/D 0.844564 1.353568

0 5.6Wetted W/D 1.95122 1.264679

2 6.243.5 6.77 BnkF 0.07

4 7.14 0 0.44 5.5 7.44 0.35 0.746.7 7.1 0 0.48.1 6.7 BnkF 0

10.1 6.2512.1 6.114.1 5.88

0.33Wetted Width 23.14286Bankful W/D 13.93939

BNKF W 8.1

Badger Creek Arch Pebble Count

Downstream Crossing Upstream1 95 51 175 1 55 51 50 1 125 51 1002 18 52 165 2 85 52 240 2 170 52 203 5 53 85 3 75 53 20 3 4 53 1604 220 54 160 4 125 54 55 4 22 54 65 180 55 0.062 5 35 55 115 5 190 55 1706 170 56 140 6 60 56 125 6 85 56 357 265 57 45 7 50 57 95 7 175 57 658 105 58 130 8 380 58 65 8 35 58 189 3 59 90 9 20 59 175 9 150 59 80

10 115 60 7 10 280 60 115 10 15 60 1011 1 61 165 11 18 61 115 11 185 61 16512 135 62 75 12 5 62 125 12 20 62 6013 70 63 260 13 9 63 105 13 1 63 24014 125 64 105 14 185 64 25 14 120 64 4015 48 65 3 15 40 65 5 15 55 65 10516 170 66 110 16 55 66 100 16 5 66 517 115 67 1 17 255 67 125 17 140 67 13518 45 68 135 18 125 68 105 18 95 68 5019 135 69 70 19 20 69 190 19 65 69 9520 53 70 125 20 235 70 4 20 230 70 1821 190 71 48 21 50 71 0.062 21 120 71 522 160 72 170 22 170 72 185 22 12 72 22023 18 73 115 23 70 73 60 23 195 73 17524 80 74 45 24 18 74 95 24 100 74 17025 10 75 140 25 125 75 105 25 50 75 8526 170 76 53 26 120 76 5 26 200 76 16027 60 77 195 27 115 77 30 27 11 77 0.06228 95 78 160 28 25 78 120 28 130 78 14029 20 79 100 29 105 79 125 29 365 79 4530 160 80 20 30 4 80 15 30 0.062 80 13031 6 81 155 31 135 81 95 31 180 81 9032 170 82 6 32 85 82 140 32 90 82 733 40 83 170 33 30 83 80 33 205 83 16534 65 84 35 34 70 84 60 34 8 84 7535 160 85 65 35 95 85 230 35 155 85 26036 0.062 86 18 36 75 86 60 36 55 86 10537 140 87 80 37 40 87 260 37 200 87 338 45 88 10 38 35 88 55 38 60 88 11539 240 89 160 39 80 89 140 39 150 89 140 40 90 60 40 100 90 60 40 20 90 13541 105 91 240 41 75 91 125 41 130 91 7042 5 92 40 42 25 92 120 42 85 92 12543 135 93 105 43 90 93 18 43 150 93 4844 55 94 5 44 140 94 55 44 10 94 17045 85 95 135 45 100 95 260 45 175 95 11546 7 96 50 46 30 96 65 46 70 96 4547 165 97 95 47 7 97 280 47 180 97 13548 75 98 18 48 85 98 20 48 275 98 5349 130 99 5 49 50 99 105 49 180 99 19050 90 100 215 50 170 100 135 50 30 100 160

DN 2 3 4 DN 2 3 4 DN 2 3 41 275 250 215 200 1 280 400 230 300 1 220 205 290 2602 250 245 260 230 2 225 330 190 325 2 290 240 255 2553 215 220 190 235 3 185 215 480 280 3 200 230 225 2104 230 180 240 225 4 190 235 220 305 4 240 215 240 1755 225 165 190 180 5 180 240 260 400 5 200 185 220 170

221 273.5 226.25

Bear CreekRl Riffler Slope STA STA (ft) FS Water Depth HI FS BS Beginning El Comments

0 PT 0 9.25 0.7 300 309.2547 PM 47 10.1 1.6 299.15

66 0.024545 77 PH 30 9.2 0.7 300.05143 PT 66 7.58 0.7 301.67

151.5 PM 8.5 8.76 2 300.499 0.044444 164.5 PH 13 7.2 0.6 302.05

173.5 PT 9 6.8 0.55 302.45188.5 PM 15 9.05 2.75 300.2

70.5 0.021277 202 PH 13.5 6.71 0.55 302.54272.5 PT 70.5 5.21 0.65 304.04

293 PM 20.5 6.84 2.3 302.4160 0.011 313.5 PH 20.5 5.2 0.6 304.05

313.5 3.65 5.78 311.38373.5 PT 60 6.67 0.7 304.71394.5 PM 21 8.42 2.5 302.96

60.5 0.023967 403 PH 8.5 6.85 0.85 304.53463.5 PT 60.5 5.4 0.75 305.98480.5 PM 17 7.1 2.5 304.28

56 0.012679 497.5 PH 17 5.4 0.7 305.98497.5 4.65 8 314.73553.5 PT 56 8.04 0.6 306.69566.5 PM 13 9.7 2.3 305.03

111 0.018919 576.5 PH 10 7.9 0.5 306.83 Log/Debris Jam576.5 5.1 9.95 319.58687.5 PT 111 10.65 0.7 308.93707.5 PM 20 12.4 2.5 307.18

24 0.016667 722 PH 14.5 10.5 0.6 309.08746 PT 24 10.1 0.75 309.48759 PM 13 10.76 1.45 308.82

56 0.029464 784 PH 25 9.95 0.7 309.63840 PT 56 8.3 0.6 311.28860 PM 20 10.5 2.7 309.08

64 0.025469 888 PH 28 8.2 0.7 311.38888 5.88 7.16 320.86952 PT 64 7.85 0.7 313.01970 PM 18 9.55 2.4 311.31

41 0.032439 997 PH 27 7.8 0.8 313.06 CU Outlet 0.032439 Rl 55.51038 PT 41 6.47 0.9 314.39 cu slope= 0.0273441044 PM 6 7.32 1.75 313.54 Rs Ave 0.025934

70 0.019429 1061 PH 17 6.05 0.55 314.811061 3.85 6.98 323.991131 PT 70 7.82 0.8 316.17

1145.5 PM 14.5 9.05 2 314.9442.5 0.029176 1157.5 PH 12 7.55 0.6 316.44

1200 PT 42.5 6.31 0.75 317.681221 PM 21 7.67 2.15 316.32

12 0.025833 1242.5 PH 21.5 6.25 0.9 317.741254.5 PT 12 5.94 0.6 318.05

1266 PM 11.5 7.29 2 316.727 0.050741 1291 PH 25 5.65 0.7 318.34

1291 3.7 9.27 329.561318 PT 27 9.85 0.6 319.711329 PM 11 11.25 2 318.31

61 0.015738 1337 PH 8 9.71 0.5 319.851398 PT 61 8.75 0.6 320.81

1433.5 PM 35.5 10.54 2.45 319.0297 -0.01258 1456 PH 22.5 8.75 0.8 320.81

1553 PT 97 9.97 0.6 319.591594 PM 41 8.3 2.05 321.26

33.5 0.030746 1614.5 PH 20.5 6.73 0.65 322.831648 PT 33.5 5.7 0.4 323.861698 PM 50 8.1 2.4 321.46

1724.5 PH 26.5 5.65 0.4 323.91

UP DNSlope X-ing/UpStrm 1.99369 2.00086472 Overall slope 0.014478Riffle Slope (Rs) X-ing Rs/Rs Avg 0.906443 1.135303Riffle Length (Rl) Xing Rl/Rl Avg 1.132653 0.96187175

Bear Pebble

Downstream Crossing Upstream1 120 1 5 1 902 90 2 27 2 0.0623 60 3 17 3 304 50 4 11 4 855 55 5 0.062 5 406 70 6 9 6 707 75 7 30 7 108 8 8 100 8 159 60 9 20 9 20

10 48 10 32 10 12011 60 11 0.062 11 812 40 12 7 12 5513 20 13 10 13 5014 4 14 0.062 14 9015 10 15 10 15 716 20 16 150 16 11017 35 17 65 17 7518 80 18 40 18 21519 25 19 25 19 6020 30 20 80 20 6521 210 21 30 21 3522 50 22 4 22 7023 25 23 25 23 21024 35 24 60 24 14025 30 25 110 25 826 4 26 90 26 1027 20 27 145 27 5028 0.062 28 105 28 6029 40 29 65 29 830 90 30 55 30 8531 120 31 25 31 9032 65 32 380 32 0.06233 60 33 35 33 8034 50 34 80 34 3035 45 35 40 35 1036 10 36 0.062 36 7037 70 37 35 37 4038 60 38 8 38 12539 75 39 30 39 2540 35 40 8 40 1541 25 41 100 41 11542 45 42 10 42 13543 8 43 30 43 7044 23 44 0.062 44 21545 40 45 15 45 19046 75 46 25 46 6547 35 47 18 47 3548 30 48 12 48 6049 55 49 0.062 49 7550 25 50 30 50 9051 0.062 51 25 51 12052 115 52 85 52 10053 85 53 17 53 8054 20 54 25 54 3055 25 55 140 55 1256 35 56 100 56 11057 70 57 70 57 6058 30 58 15 58 3059 40 59 12 59 18560 75 60 0.062 60 20061 55 61 95 61 30062 20 62 10 62 1063 10 63 35 63 6064 240 64 30 64 5565 5 65 10 65 766 55 66 110 66 9067 70 67 25 67 0.06268 60 68 4 68 2569 20 69 75 69 9070 35 70 35 70 11571 95 71 12 71 7072 125 72 90 72 1273 45 73 10 73 1574 15 74 30 74 2075 70 75 0.062 75 4076 50 76 85 76 7077 12 77 30 77 18578 20 78 130 78 19079 25 79 50 79 11580 3 80 100 80 3081 40 81 7 81 1582 60 82 35 82 12083 85 83 0.062 83 9084 240 84 10 84 26085 30 85 35 85 17086 35 86 460 86 6587 190 87 25 87 7588 50 88 30 88 1589 85 89 15 89 22590 35 90 60 90 3591 20 91 15 91 12592 25 92 25 92 1893 12 93 18 93 7594 60 94 0.062 94 3095 30 95 125 95 1096 40 96 30 96 6597 20 97 60 97 12098 5 98 35 98 8599 35 X-ing/UpStrm 2.783815 99 10 99 25

100 40 X-ing/DwnStrm 2.940171 100 12 100 35

DN 2 3 4 DN 2 3 4 DN 2 3 41 210 190 160 230 1 900 600 1170 400 1 330 325 180 2202 240 270 300 190 2 710 720 660 680 2 185 190 190 1953 240 240 240 150 3 890 520 550 380 3 215 170 250 2104 170 160 170 185 4 790 410 460 570 4 200 215 260 2205 225 185 150 190 5 400 380 430 420 5 180 180 205 205

204.75 602 216.25

<2 0.062 2 <2 0.062 10 <2 0.062 32 - 2.8 0.062 0 2 - 2.8 0.062 0 2 - 2.8 0.062 02.8 - 4 3 1 2.8 - 4 0.062 0 2.8 - 4 0.062 04 - 5.6 4 4 4 - 5.6 0.062 3 4 - 5.6 7 05.6 - 8 4 0 5.6 - 8 0.062 2 5.6 - 8 7 58 - 11.3 5 5 8 - 11.3 0.062 12 8 - 11.3 8 511.3 - 16 5 3 11.3 - 16 0.062 8 11.3 - 16 8 716 - 22.6 8 9 16 - 22.6 0.062 5 16 - 22.6 8 322.6 - 32 8 14 22.6 - 32 0.062 21 22.6 - 32 10 932 - 45.3 10 19 32 - 45.3 0.062 9 32 - 45.3 10 745.3 - 64 10 18 45.3 - 64 4 5 45.3 - 64 10 964 - 90.5 10 16 64 - 90.5 4 10 64 - 90.5 10 2690.5 - 128 12 5 90.5 - 128 5 9 90.5 - 128 10 12128 - 181 12 0 128 - 181 7 4 128 - 181 12 3181 - 256 15 4 181 - 256 7 0 181 - 256 12 9256 - 362 20 0 256 - 362 8 0 256 - 362 15 2362 - 512 20 0 362 - 512 8 2 362 - 512 15 0512 - 1024 20 0 512 - 1024 9 0 512 - 1024 15 01024 - 204 20 0 1024 - 204 10 0 1024 - 204 15 02048 - 409 20 0 2048 - 409 10 0 2048 - 409 15 0>4096 20 0 >4096 10 0 >4096 18 0

20 10 2020 10 2020 10 2523 SUM 10 SUM 25 SUM25 100 10 100 25 100

Bear Ck x-sect

Downstream Crossing Inlet UpstreamSTA EL WS Comments STA EL WS Comments STA EL WS Comments

0 3.5 0 3.5 3 3.14.5 6.85 BNKF LB 0 2 6 0 7 6.07 BnkF 06.5 8.55 0 1.7 3 7.4 0 1.4 11 6.4 0.33

8 8.8 0.35 1.95 7 8.4 1 2.4 17 6.87 0 0.811 9.05 0.55 2.2 9 8.4 1 2.4 21 7.27 0.5 1.214 9.22 0.7 2.37 15 7.9 0.4 1.9 23 6.35 0.6 0.2818 9.07 0.55 2.22 15.1 7.5 0 1.5 26 7.57 0.8 1.520 8.6 0 1.75 16 6.05 0.05 29 7.38 0.55 1.3125 7.1 BNKF RB 0.25 19 6.35 33 6.9 0 0.8326 6.4 22 4.7 36 6.5 BNKF 0.4334 5.25 40 438 5.5 Wtted Width:Depth 25.20833 1.37857158 5.5 Bankful W/D 10.15544 Wtted Width:Depth 39.18367 0.742222

60.5 4.5 Bankful W/D 39.07186Crossing Mid

Wtted Width:Depth 37.67442 1.555 STA EL WS CommentsBankful W/D 13.18328 0 3

3 6.5 BNKF LB 05 7.7 0 1.2

BNKF dn 21.5 9 8.85 1.3 2.35Crossing 22.5 29 12 8.35 0.8 1.85BNKF up 26.5 24 17 7.65 0 1.15

UP DN 21.5 7.55 1.05BnkFw X-ing/UpStrm 0.8490566 1.04651163 23 6.85 BNKF RB 0.35BnkF W/D X-ing/UpStrm 0.52568537 1.55799647 24 5.78WTTD w/d X-ing/UpStrm 0.69245515 0.72019523 27 4.32

Wtted Width:Depth 22.85714 1.135714Bankful W/D 17.61006

Crossing OutletSTA EL WS Comments

0 03 7.5 BNKF 0.65 8.5 0 1.6

7.5 8.98 0.6 2.0811 8.75 0.6 1.8513 8.8 0.45 1.916 8.67 0 1.77

22.5 8.4 1.526.5 7.37 0.47

33 7.53 0.6337 7.4 0.540 7.47 0.5741 6.9 BNKF 046 5.2


Wtted w/d 27.13294AVE BNKF w/d 20.5395

Wtted w/d 0.6924550.720195

AVE BNKF w/d 0.5256851.557996

Brush Ck Profile

Rl Riffle Slope STA STA (ft) FS Water DeptHI FS BS Beginning El Comments0 PT 0 10 1.05 2550 2560 0.016571 FCM

23.5 PM 23.5 10.62 1.72 2549.3835 0.018 35.5 PH 12 10.15 1.1 2549.85

70.5 PT 35 9.52 0.86 2550.48 0.01887.5 PM 17 10.46 2 2549.54

46 0.010217 92 PH 4.5 8.78 0.35 2551.22 log sill138 PT 46 8.31 1.25 2551.69 0.010217

155.5 PM 17.5 10.23 3.22 2549.7742 0.017857 175.5 PH 20 7.9 1.05 2552.1

217.5 PT 42 7.15 0.7 2552.85 0.017857227.5 PM 10 8.61 2.11 2551.39

32 0.030313 234 PH 6.5 7.55 1.23 2552.45 BnkF 11.5234 4.25 6.62 2562.37266 PT 32 8.95 0.8 2553.42 0.030313

276.5 PM 10.5 10.36 2.25 2552.0118.5 0.037838 288.5 PH 12 9.15 1.1 2553.22

307 PT 18.5 8.45 0.7 2553.92 0.037838323 PM 16 10.1 2.4 2552.27

127.5 0.012549 349 PH 26 8.32 0.8 2554.05 BnkF 10414 65 7.54 1.1 2554.83 BnkF 11414 3.35 6.36 2565.38

476.5 PT 62.5 9.73 1.2 2555.65 0.012549490.5 PM 14 10.55 2 2554.83

28 0.031786 505.5 PH 15 9.52 1.1 2555.86 bnkF 10533.5 PT 28 8.63 0.9 2556.75 0.031786

554 PM 20.5 10.5 2.8 2554.8811 0.056364 562 PH 8 8.4 0.8 2556.98

573 PT 11 7.78 0.8 2557.6 0.056364581 PM 8 9 2 2556.38 P. Poo;

27.5 0.090909 590 PH 9 7.65 0.65 2557.73 BnkF 9590 3.55 8 2569.83 1.165049

617.5 PT 27.5 9.6 0.84 2560.23 0.090909625.5 PM 8 9.95 1.15 2559.88

31 0.037097 633.5 PH 8 10.8 2 2559.03664.5 PT 31 9.65 1.2 2560.18 0.037097673.5 PM 9 10.9 2.5 2558.93

35 0.057143 687 PH 13.5 9.4 1.1 2560.43722 PT 35 7.4 0.65 2562.43 0.057143 BnkF 12741 PM 19 8.6 1.8 2561.23

78 0.03141 747 PH 6 7.9 1.1 2561.93747 2.8 9.4 2576.43825 PT 78 12.05 0.8 2564.38 0.03141841 PM 16 14.4 3 2562.03

46 0.022826 854.5 PH 13.5 12.27 1.15 2564.16 outlet BM 4.05 RB top of wingwall900.5 PT 46 11.22 1.15 2565.21 inlet 0.022826 46 0.022826 8' above bridge span919.5 PM 19 12.15 2 2564.28 1.241379

88 0.017955 932.5 PH 13 11.15 1.2 2565.28932.5 5.95 6.66 2577.14

1020.5 PT 88 10.28 1 2566.86 0.0179551027 PM 6.5 10.87 1.6 2566.27

52 0.028846 1037 PH 10 10.05 9 2567.091089 PT 52 8.55 1 2568.59 0.0288461102 PM 13 9.35 1.8 2567.79

151 0.016623 1108 PH 6 8.75 1 2568.391108 5.43 8.02 2579.731259 PT 151 8.83 1.1 2570.9 0.0166231285 PM 26 9.2 1.5 2570.53 bnkF 10

138.5 0.019856 1286 PH 1 8.2 0.4 2571.531286 2.8 7.37 2584.3 P. pool over wood

1424.5 PT 138.5 10.02 1.2 2574.28 0.019856 BnkF 111440.5 PM 16 10.4 1.6 2573.9

142 0.013521 1453 PH 12.5 9.44 0.65 2574.861453 5 6.07 2585.371595 PT 142 8.59 0.8 2576.78 0.013521

1604.5 PM 9.5 9.15 1.4 2576.221616.5 PH 12 8.81 1 2576.56 UP 0.015852 BnkF 8

Cu slope 0.022826DN 0.016571

UP DNSlope 1.439954 1.377464Riffle Slope (Rs) 1.179034 0.684659Riffle Length (Rl) 0.40245 1.079179

Brush Ck

Upstream Crossing Downstream1 135 1 15 1 1322 44 2 26 2 423 47 3 48 3 484 52 4 57 4 155 67 5 85 5 1256 88 6 108 6 307 0.062 7 215 7 658 110 8 135 8 959 93 9 24 9 12

10 146 10 158 10 211 95 11 85 11 0.06212 15 12 124 12 10513 160 13 320 13 8714 69 14 28 14 6615 48 15 59 15 7216 12 16 45 16 5017 25 17 15 17 4518 2 18 10 18 3819 19 19 7 19 12020 77 20 31 20 8121 66 21 118 21 6322 14 22 170 22 4823 9 23 22 23 324 31 24 69 24 1725 84 25 0.062 25 6426 41 26 79 26 14527 13 27 72 27 9428 129 28 0.062 28 1929 28 29 2 29 3230 64 30 1 30 8631 96 31 6 31 9232 15 32 17 32 1633 151 33 15 33 15334 75 34 64 34 13535 103 35 37 35 2736 53 36 128 36 4737 102 37 90 37 14038 57 38 85 38 0.06239 43 39 27 39 840 124 40 1 40 1341 114 41 50 41 6842 58 42 119 42 1243 54 43 144 43 10544 98 44 80 44 6845 15 45 93 45 7946 76 46 89 46 1847 67 47 190 47 9648 175 48 187 48 249 85 49 210 49 0.06250 111 50 228 50 851 109 51 168 51 1552 80 52 94 52 2453 75 53 105 53 8954 119 54 41 54 9955 88 55 12 55 10956 94 56 25 56 5257 161 57 75 57 8558 16 58 13 58 17059 4 59 98 59 7760 8 60 72 60 6861 14 61 160 61 2362 0.062 62 138 62 163 45 63 65 63 3264 86 64 4 64 4665 34 65 30 65 3766 20 66 88 66 5467 93 67 11 67 9768 75 68 18 68 12069 89 69 22 69 7570 116 70 45 70 8271 11 71 4 71 10072 48 72 24 72 14073 0.062 73 56 73 10574 100 74 61 74 3875 62 75 185 75 5476 5 76 0.062 76 7577 43 77 10 77 13678 92 78 40 78 6279 105 79 1 79 4180 137 80 52 80 481 85 81 125 81 1782 34 82 0.062 82 4583 66 83 179 83 12284 8 84 21 84 6085 55 85 17 85 6686 91 86 25 86 7887 18 87 28 87 9388 124 88 77 88 11589 82 89 108 89 1290 18 90 90 90 4691 55 91 83 91 392 38 92 31 92 0.06293 129 93 113 93 10094 95 94 118 94 4795 64 95 104 95 8896 106 96 76 96 6597 120 97 58 97 1498 63 98 135 98 1799 4 99 142 99 63

100 43 66.82186 100 86 73.21248 100 751.095637

1 2 3 4 1 2 3 4 1 2 3151 135 135 165 450 230 265 190 170 152 140137 130 140 135 328 300 305 180 155 135 150160 120 155 125 250 320 240 225 178 148 130150 175 125 140 515 415 264 255 135 161 165125 140 115 135 300 280 210 170 148 150 135

AVE AVE AVE139.65 284.6 148.85

2.037952

<2 0.062 3 <2 0.062 7 <2 0.062 52 - 2.8 0.062 1 2 - 2.8 0.062 1 2 - 2.8 0.062 22.8 - 4 0.062 0 2.8 - 4 0.062 0 2.8 - 4 0.062 34 - 5.6 2 2 4 - 5.6 0.062 2 4 - 5.6 0.062 05.6 - 8 4 3 5.6 - 8 1 2 5.6 - 8 1 28 - 11.3 4 2 8 - 11.3 1 3 8 - 11.3 2 011.3 - 16 5 8 11.3 - 16 1 5 11.3 - 16 2 816 - 22.6 8 4 16 - 22.6 2 6 16 - 22.6 3 522.6 - 32 8 3 22.6 - 32 4 11 22.6 - 32 3 632 - 45.3 9 8 32 - 45.3 4 5 32 - 45.3 4 745.3 - 64 11 15 45.3 - 64 6 9 45.3 - 64 8 1564 - 90.5 12 19 64 - 90.5 7 18 64 - 90.5 8 2190.5 - 128 13 23 90.5 - 128 10 14 90.5 - 128 12 18128 - 181 14 9 128 - 181 10 10 128 - 181 12 8181 - 256 14 0 181 - 256 11 6 181 - 256 12 0256 - 362 15 0 256 - 362 12 1 256 - 362 13 0362 - 512 15 0 362 - 512 13 0 362 - 512 14 0512 - 1024 15 0 512 - 1024 15 0 512 - 1024 15 01024 - 204 16 0 1024 - 204 15 0 1024 - 204 15 02048 - 409 18 0 2048 - 409 15 0 2048 - 409 16 0>4096 18 0 >4096 17 0 >4096 17 0

19 17 1720 18 1725 SUM 21 SUM 18 SUM28 100 22 100 19 10031 22 23

Brush Creek x-section

Upstream Crossing0 6.5 0 5.6

1.5 7.8 0 2 6.22 8.25 0 0.45 3.3 6.83 0.064 9.15 0.9 1.35 5 7.5 0 0.736 9.35 1.1 1.55 7 8.45 0.9 1.688 9.6 1.4 1.8 10 9.15 1.7 2.38

10 8.77 0.5 0.97 12 8.73 1.2 1.9611 8.2 0 0.4 14 7.55 0 0.78

11.5 7.8 0 15.5 6.77 014 7.1 16 5.95

0.815 1.084286Wetted Width 13.84615 Wetted Width 11.84211Bankful W/D 11.65644 Bankful W/D 11.25165

BNKF W 10 BNKF W 12.2

Downstream0 5.851 7.5 0.12 7.9 0 0.4 7.9

2.5 8.47 0.5 0.97 8.44 8.85 0.9 1.35 8.86 9.23 1.2 1.73 9.18 8.65 0.7 1.15 8.6

10 7.95 0 0.45 7.911 7.5 013 6.05 up dn

0.878571Bankfull W 1.22 1.22

Wetted Width 14.54545Bankfull W/D 0.965273 1.098375

Bankful W/D 10.2439Wetted W/D 0.855263 0.814145

BNKF W 10

Forest: Fremont Winema N.F.Creek: Crazy Ck.Date: 11/18/08Surveyors: GR, BD

X-Sec STA STA (ft) FS Water DepthHI FS BS Beginning El CommentsPT 0 0 11.49 0.27 5571.49 5560PM 5.5 5.5 11.86 0.67 5559.63PH 1 6.5 11.47 0.2 5560.02PT 18 24.5 10.74 0.4 5560.75 0.04055556PM 5.5 30 10.99 0.6 5560.5PH 3.5 33.5 10.61 0.3 5560.88PT 8 41.5 9.9 0.3 5561.59 0.08875PM 5.5 47 10.13 0.5 5561.36PH 4 51 9.81 0.25 5561.68PT 48 99 6.98 0.2 5564.51 0.05895833PM 5 104 7.52 0.8 5563.97PH 5 109 6.88 0.2 5564.61PT 5 114 5.56 0.18 5565.93 0.264PM 8 122 6.17 0.85 5565.32PH 6 128 5.66 0.3 5565.83PT 17 145 4.11 0.2 5567.38 0.09117647

145 5580.35 4.11 12.97PM 3.5 148.5 13.5 0.7 5566.85PH 3.5 152 12.74 0.2 5567.61RH 9.5 161.5 12.55 0.2 5567.8PT 48 209.5 9.42 0.2 5570.93 0.06520833PM 6.5 216 9.85 0.07 5570.5PH 3 219 9.36 0.3 5570.99PT 15.5 234.5 8.09 0.28 5572.26 0.08193548PM 4.5 239 8.55 0.81 5571.8PH 4.5 243.5 7.92 0.18 5572.43PT 10.5 254 7.02 0.2 5573.33 0.08571429PM 6.5 260.5 7.89 1.1 5572.46PH 5 265.5 6.96 0.23 5573.39PT 2.5 268 6.78 0.3 5573.57 0.072PM 3 271 7.41 0.95 5572.94PH 6 277 6.72 5573.63PT 1.5 278.5 6.33 0.25 5574.02 0.26PM 2.5 281 6.81 0.21 5573.54PH 2.5 283.5 6.12 0.8 5574.23RH 12 295.5 5.54 0.14 5574.81

295.5 0.3 5585.58 5.05 10.28PT 25.5 321 8.87 0.1 5576.71 0.0745098PM 6 327 9.76 1.05 5575.82PH 3.5 330.5 9.05 0.35 5576.53PT 27.5 358 7.28 0.2 5578.3 0.06436364PM 3.5 361.5 8.44 1.29 5577.14PH 3 364.5 7.24 0.15 5578.34PT 7 371.5 6.07 0.18 5579.51 0.16714286PM 8 379.5 7.1 1.21 5578.48PH 3.5 383 6.05 0.2 5579.53RH 15.5 398.5 5.5 0.1 5580.08

398.5 5589.34 5.43 9.19PT 13.5 412 8.47 0.23 5580.87 0.05851852PM 10 422 9.47 1.25 5579.87PH 9 431 8.49 0.25 5580.85RT 8.5 439.5 7.62 0.25 5581.72 0.10235294RH 14.5 454 7.52 0.2 5581.82RT 8 462 7.1 0.26 5582.24 0.0525RH 9 471 7.1 0.2 5582.24CU Outlet 35 506 5.79 0.2 5583.55 Culvert Outlet

506 5595.62 5.75 12.03 0.031395CU Inlvert 43 549 10.72 0.25 5584.9 Culvert InletRT 36 585 8.7 0.2 5586.92 0.04105263RH 11.5 596.5 8.67 0.25 5586.95PT 8.5 605 8.19 0.2 5587.43 0.05647059PM 6 611 8.55 0.6 5587.07PH 7 618 8.22 0.23 5587.4PT 43 661 5.85 0.25 5589.77 0.05511628PM 7.5 668.5 6.78 1.21 5588.84PH 8.5 677 5.75 0.2 5589.87

677 5600.39 5.3 10.07PT 14.5 691.5 9.85 0.2 5590.54 0.0462069PM 6 697.5 10.38 0.7 5590.01PH 9.5 707 9.87 0.25 5590.52PT 12 719 9.54 0.2 5590.85 0.0275PM 4 723 10.14 0.83 5590.25PH 2.5 725.5 9.36 0.25 5591.03RH 20 745.5 8.15 0.2 5592.24

745.5 5602.93 5.3 7.84RT 33 778.5 9.7 0.25 5593.23 0.03RH 9 787.5 9.5 0.2 5593.43PT 1 788.5 9.13 0.16 5593.8PM 8.5 797 9.76 0.81 5593.17PH 3 800 9.24 0.3 5593.69RT 1 801 9.14 0.3 5593.79 0.1RH 13.5 814.5 9 0.2 5593.93PT 6.5 821 8.3 0.25 5594.63 0.10769231PM 4 825 9.04 1.06 5593.89PH 5 830 8.37 0.3 5594.56PT 0.5 830.5 8.11 0.3 5594.82 0.52PM 4.5 835 8.8 1 5594.13PH 3 838 8.1 0.35 5594.83PT 28.5 866.5 7.19 0.18 5595.74 0.03192982PM 4 870.5 7.6 0.6 5595.33PH 4.5 875 7.3 0.3 5595.63PT 0.5 875.5 6.88 0.3 5596.05 0.84PM 2 877.5 7.1 0.55 5595.83PH 2.5 880 6.72 0.2 5596.21PT 35 915 5.25 0.23 5597.68 0.042

915 5607.58 5.05 9.7PM 13.5 928.5 10.55 0.25 5597.03PH 3 931.5 9.8 0.2 5597.78RT 9.5 941 9.2 0.2 5598.38 0.06315789RH 9 950 9.15 0.2 5598.43PT 4 954 8.5 0.15 5599.08 0.1625PM 4.5 958.5 9.37 1.35 5598.21PH 6 964.5 8.55 0.2 5599.03PT 16 980.5 7.05 0.29 5600.53 0.09375PM 16 996.5 7.77 1.1 5599.81PH 8 1004.5 6.86 0.2 5600.72RT 16.5 1021 6.48 0.19 5601.1 0.0230303RH 10 1031 6.39 0.18 5601.19PT 28 1059 4.94 0.22 5602.64 0.05178571PM 11.5 1070.5 5.9 1.19 5601.68PH 2.5 1073 4.99 0.2 5602.59

AVE SLP 0.03969245%

Bridge Crossing 3.1 0.031395Max 10.0 0.1Min 2.3 0.02303Ave 6.2 0.062058Range 2.3-10.0

Crossing:Average 0.51 0.505901Median 5.9 0.058738

Upstream 0.032111Overall 0.040493Downstream 0.047219


Downstream mm mm Inside Culvert mm mm Upstream mm mm1 48 51 0.062 1 20 51 0.062 1 26 51 152 150 52 0.062 2 12 52 10 2 142 52 1603 58 53 0.062 3 8 53 5 3 118 53 954 35 54 85 4 11 54 30 4 40 54 455 180 55 15 5 9 55 21 5 32 55 286 55 56 50 6 15 56 15 6 60 56 1657 120 57 55 7 35 57 5 7 36 57 1058 35 58 65 8 110 58 0.062 8 81 58 239 34 59 28 9 41 59 61 9 140 59 72

10 35 60 70 10 20 60 50 10 300 60 4711 84 61 120 11 12 61 75 11 35 61 16512 54 62 39 12 11 62 50 12 90 62 18013 6 63 77 13 12 63 16 13 120 63 13014 40 64 10 14 35 64 142 14 80 64 3515 95 65 12 15 0.062 65 150 15 16 65 8316 56 66 60 16 0.062 66 60 16 0.062 66 18517 97 67 52 17 52 67 32 17 200 67 1218 95 68 39 18 0.062 68 45 18 170 68 7219 0.062 69 0.062 19 182 69 62 19 65 69 18520 220 70 55 20 53 70 19 20 22 70 9421 90 71 0.062 21 10 71 25 21 120 71 4622 42 72 0.062 22 32 72 10 22 68 72 4223 67 73 0.062 23 35 73 52 23 39 73 4324 175 74 0.062 24 20 74 22 24 10 74 5125 38 75 48 25 36 75 20 25 39 75 3026 40 76 63 26 32 76 32 26 115 76 16027 510 77 34 27 20 77 21 27 11 77 5228 0.062 78 35 28 34 78 92 28 111 78 5929 0.062 79 65 29 10 79 55 29 11 79 6130 130 80 12 30 23 80 36 30 0.062 80 2331 34 81 72 31 26 81 15 31 28 81 11132 42 82 130 32 0.062 82 21 32 34 82 3633 0.062 83 0.062 33 16 83 16 33 45 83 10534 0.062 84 0.062 34 28 84 0.062 34 215 84 16235 24 85 Bedrock 35 37 85 25 35 78 85 7236 67 86 0.062 36 56 86 10 36 50 86 8637 28 87 80 37 8 87 82 37 114 87 3338 15 88 100 38 55 88 105 38 73 88 5739 20 89 30 39 10 89 35 39 35 89 12040 0.062 90 10 40 31 90 12 40 190 90 4141 0.062 91 81 41 11 91 0.062 41 115 91 6342 59 92 40 42 19 92 0.062 42 46 92 9543 0.062 93 45 43 23 93 24 43 31 93 2644 55 94 18 44 34 94 48 44 45 94 7545 170 95 0.062 45 28 95 17 45 75 95 3246 83 96 565 46 19 96 17 46 13 96 0.06247 24 97 0.062 47 18 97 16 47 164 97 4148 6 98 0.062 48 5 98 18 48 60 98 5649 100 99 0.062 49 32 99 36 49 38 99 4550 0.062 100 0.062 50 10 100 0.062 50 115 100 54

Largest 5 particles Largest 5 particlesQuadrant Quadrant

1 2 3 4 1 2 3 4 1 2 3 4205 170 120 175 230 140 60 125 260 210 235 22023 170 130 270 80 170 75 185 130 215 195 140

190 160 180 320 130 150 80 95 340 235 160 205550 175 140 230 140 110 125 145 165 240 180 240180 190 170 180 100 80 90 130 150 190 185 210

AVE AVE AVE196.4 122 205.25


D.S. Culvert Outlet U.S.Station Elevation Water Depth Comments: Station Elevation Water Depth Comments: Station Elevation Water Depth Comments:

0 4.7 Floodplain 0 5.18 0.63 0 7.753 4.9 Floodplain 2 5.98 1.43 3 7.76 5 Floodplain 4 6.1 1.55 6 7.649 5.49 Floodplain 6 6.41 0 Water Edge 1.86 9 7.67

12 5.55 Floodplain 7.6 6.6 0.2 Thalweg 2.05 12 7.915 5.4 Floodplain 9.1 6.36 0 Water Edge 1.81 14 8.118 5.45 Floodplain 11.1 5.83 1.28 16 8.521 5.47 Floodplain 13.1 4.55 0 18 8.924 5.25 Floodplain Wetted Width 46.5 19.5 9.11 Bankfull 027 5.18 Floodplain Bankful W/D 9.87747408 1.32625 21.5 9.33 0.2230 5.02 Floodplain Mid Culvert 23.7 9.42 0 Water Edge 0.3132 5.07 Top of Bank 0 0 1.25 0 25.7 9.62 0.15 0.51

34.5 7.24 0 Water Edge 0.35 2 2.1 0.85 27.7 9.72 0.25 0.6135.8 7.69 0.4 Thalweg 0.8 4 2.4 1.15 30 9.88 0.43 Thalweg 0.7737.8 7.6 0.42 0.71 5 2.6 0 Water Edge 1.35 31.4 9.53 0 Water Edge 039.8 7.39 0.1 0.5 6.6 2.79 0.2 Thalweg 1.54 31.8 7.7841.2 7.27 0 Water Edge 0.38 8.6 2.55 0 Water Edge 1.3 33.8 7.5943.2 6.98 0.09 10.6 1.9 0.65 35.8 7.5345.2 6.89 0 12.6 1.55 0.3 37.8 7.5647.2 6.96 0.07 Wetted Width 54 39.8 7.2249.2 7.14 0.25 Bankful W/D 14.1176471 0.8925 42.8 6.9250.2 6.98 Bankfull 0.09 Culvert Inlet 45.8 6.7452.2 6.64 0 5.34 0 48.8 6.4754.2 6.2 2 5.85 0.51 51.8 5.956.2 5.28 4 6.2 0.86 54.8 5.3958.2 4.93 4.4 6.39 0 Water Edge 1.05 57.8 4.961.2 4.4 5.6 6.6 0.28 Thalweg 1.26 Wetted Width 46.385542264.2 4.09 7.6 6.36 0 Water Edge 1.02 Bankful W/D 34.4214876 0.345714367.2 3.65 9.6 5.95 0.61

11.6 5.56 0.22Wetted Width 36.4130435 13.6 5.84 0.5Bankful W/D 57.5462963 0.294545455 Wetted Width 34.2857143

BNKF W 16.95 Bankful W/D 20.2985075 0.67

Wetted WidthUpstream Culvert AveDownstream

46.38554 44.92857 36.4130435

Bankfull Width/DepthUpstream Culvert AveDownstream

34.42149 14.76454 57.5462963

FirstBS FS Rl HI EL

0 0 PH 14.3 3514.3 3500 0 3500 0 3514.395.5 95.5 PT 10.54 95.5 0.039372 3503.76 95.5 3503.76 95.5 95.5 3510.54

103.5 8 PM 11.3 3503 103.5 3503 103.5 8 3511.3113.5 10 PH 10.75 0.06 3503.55 113.5 3503.55 113.5 10 3510.75

134 20.5 PT 9.52 20.5 3504.78 134 3504.78 134 20.5 3509.52151.5 17.5 PM 10.15 3504.15 151.5 3504.15 151.5 17.5 3510.15

153 1.5 PH 9.6 3504.7 153 3504.7 153 1.5 3509.6153 5.05 7.58 3516.83 215.5 3509.1 215.5 62.5 3511.08153 7.73 8.14 3517.24 229.5 3510.21 229.5 14 3509.97

215.5 62.5 PH 8.14 0.71 0.079286 3509.1 241 3509.05 241 11.5 3511.13229.5 14 PT 7.03 0.36 14 3510.21 274 3509.77 274 33 3510.41

241 11 5 PM 8 19 1 1 3509 05 327 5 3512 25 327 5 53 5 3514 35241 11.5 PM 8.19 1.1 3509.05 327.5 3512.25 327.5 53.5 3514.35274 33 RH 7.47 0.43 BNKF 20.5 0.046355 3509.77 335 3511.9 335 7.5 3514.7274 2.01 5.22 3520.45 353 3512.5 353 18 3514.1

327.5 53.5 PT 8.2 7.5 Log jam 53.5 3512.25 369.5 3514.54 369.5 16.5 3512.06335 7.5 PM 8.55 1.1 3511.9 392 3513.5 392 22.5 3513.1353 18 PH 7.95 0.5 0.123636 3512.5 404.5 3514.43 404.5 12.5 3512.17

369.5 16.5 PT 5.91 0.35 16.5 3514.54 409.5 3514.95 409.5 5 3511.65392 22.5 PM 6.95 1.45 3513.5 414.5 3513.95 414.5 5 3512.65

404.5 12.5 PH 6.02 0.6 0.104 3514.43 428.5 3515.23 428.5 14 3511.37409.5 5 PT 5.5 0.35 Log jam ab 5 3514.95 430.5 3517.4 430.5 2 3509.2414.5 5 PM 6.5 1.4 3513.95 447 3515.7 447 16.5 3510.9428.5 14 PH 5.22 0.4 1.085 3515.23 477 3516.98 477 30 3509.62430.5 2 PT 3.05 0.2 Cascade ov 2 3517.4 548 3519.99 548 71 3515.89

447 16 5 PM 4 75 1 9 3515 7 555 5 3517 72 555 5 7 5 3518 16447 16.5 PM 4.75 1.9 3515.7 555.5 3517.72 555.5 7.5 3518.16477 30 PH 3.47 0.62 0.042394 3516.98 564 3520.02 564 8.5 3515.86477 2.85 7.49 3525.09 684 3526.68 684 120 3529.48548 71 PT 5.1 0.35 71 3519.99 695 3525.83 695 11 3530.33

555.5 7.5 PM 7.37 2.64 Debris jam above 3517.72 705 3526.53 705 10 3529.63564 8.5 PH 5.07 0.33 0.0555 3520.02 748 3529.61 748 43 3526.55564 0.49 5.24 3529.84 754 3528.92 754 6 3527.24564 0 5.39 3535.23 759 3529.63 759 5 3526.53684 120 PT 8.55 0.45 120 3526.68 793 3532.28 793 34 3536.98695 11 PM 9.4 1.3 3525.83 800 3533.65 800 7 3535.61705 10 PH 8.7 0.6 0.071628 3526.53 810.5 3532.96 810.5 10.5 3536.3748 43 PT 5.62 0.5 43 3529.61 828 3534.33 828 17.5 3549.23754 6 PM 6.31 1.15 3528.92 862.5 3532.78 862.5 34.5 3550.78759 5 PH 5.6 0.4 0.077941 3529.63 900 3536.3 900 37.5 3539.76759 5 PH 5.6 0.4 0.077941 3529.63 900 3536.3 900 37.5 3539.76759 5.6 12.15 34 3541.78 912 3535.78 912 12 3540.28793 34 CSD BTM 9.5 0.4 Large debris jam water under 3532.28 926.5 3536.58 926.5 14.5 3539.48800 7 PT 8.13 1 7 0.195714 3533.65 956 3537.46 956 29.5 3538.6

810.5 10.5 PM 8.82 1.75 3532.96 961.5 3536.78 961.5 5.5 3539.28828 17.5 PH 7.45 3534.33 966.5 3537.38 966.5 5 3538.68

862.5 34.5 9 CU Outlet 3532.78 1069.5 3543.07 1069.5 103 3540.97862.5 5.14 8.54 3545.18 1074 3541.57 1074 4.5 3542.47

900 37.5 PT 8.88 72 0.027361 3536.3 1084.5 3542.67 1084.5 10.5 3541.37912 12 PM 9.4 3535.78 1162.5 3546.39 1162.5 78 3543.79

926.5 14.5 PH 8.6 0.029831 3536.58 1166.7 3545.84 1166.7 4.2 3544.34956 29.5 PT 7.72 29.5 3537.46 1174.7 3546.79 1174.7 8 3543.39

961.5 5.5 PM 8.4 3536.78 1200.2 3549.39 1200.2 25.5 3554.49966.5 5 PH 7.8 CU Invert 3537.38 1209.2 3548.49 1209.2 9 3555.39966 5 2 51 6 5 3549 17 1217 2 3549 44 1217 2 8 3554 44966.5 2.51 6.5 3549.17 1217.2 3549.44 1217.2 8 3554.44

1069.5 103 PT 6.1 103 0.055243 3543.07 1270.2 3552.79 1270.2 53 3551.091074 4.5 PM 7.6 3541.57 1292.2 3551.61 1292.2 22 3552.27

1084.5 10.5 PH 6.5 0.047692 3542.67 1302.2 3552.86 1302.2 10 3551.021084.5 5.2 11.1 3555.07 1321.2 3554.74 1321.2 19 3556.841084.5 8.15 5.32 3552.24 1333.7 3553.64 1333.7 12.5 3557.941162.5 78 PT 5.85 78 3546.39 1340.7 3554.91 1340.7 7 3556.671166.7 4.2 PM 6.4 3545.84 1385.7 3557.44 1385.7 45 3554.141174.7 8 PH 5.45 0.101961 3546.79 1393.7 3556.44 1393.7 8 3555.141174.7 2.3 9.15 3559.09 1396.2 3557.1 1396.2 2.5 3554.481200.2 25.5 PT 9.7 25.5 3549.39 1451.2 3561.43 1451.2 55 3564.731209.2 9 PM 10.6 3548.49 1456.2 3560.61 1456.2 5 3565.551217.2 8 PH 9.65 0.063208 3549.44 1462.2 3561.68 1462.2 6 3564.481270 2 53 PT 6 3 53 3552 79 1472 2 3562 55 1472 2 10 3563 611270.2 53 PT 6.3 53 3552.79 1472.2 3562.55 1472.2 10 3563.611292.2 22 PM 7.48 3551.61 1478.7 3561.54 1478.7 6.5 3564.621302.2 10 PH 6.23 0.098947 3552.86 1498.7 3562.63 1498.7 20 3563.531302.2 4.7 8.55 3562.94 1506.7 3564.56 1506.7 8 3561.61321.2 19 PT 8.2 19 3554.74 1512.7 3563.83 1512.7 6 3562.331333.7 12.5 PM 9.3 3553.64 1534.7 3564.21 1534.7 22 3561.951340.7 7 PH 8.03 0.056222 3554.91 1586.7 3566.76 1586.7 52 3568.261385.7 45 PT 5.5 45 3557.44 1594.7 3565.96 1594.7 8 3569.061393.7 8 PM 6.5 3556.44 1606.2 3567.11 1606.2 11.5 3567.911396.2 2.5 PH 5.84 0.078727 3557.1 1628.2 3569.3 1628.2 22 3565.721396.2 0.71 8 3570.23 1635.2 3568.26 1635.2 7 3566.761451.2 55 PT 8.8 0.58 55 3561.43 1640.2 3569.16 1640.2 5 3565.861456.2 5 PM 9.62 1.42 3560.611462.2 6 PH 8.55 0.52 0.087 3561.681462.2 6 PH 8.55 0.52 0.087 3561.681472.2 10 PT 7.68 0.45 10 3562.551478.7 6.5 PM 8.69 1.2 3561.541498.7 20 PH 7.6 0.5 0.24125 3562.631506.7 8 PT 5.67 0.26 8 3564.561512.7 6 PM 6.4 1 3563.831534.7 22 PH 6.02 0.6 0.049038 3564.211534.7 5 9.43 3574.661586.7 52 PT 7.9 0.59 52 3566.761594.7 8 PM 8.7 1.39 3565.961606.2 11.5 PH 7.55 0.4 0.099545 3567.111628.2 22 PT 5.36 0.54 22 3569.31635.2 7 PM 6.4 1.53 3568.261640.2 5 PH 5.5 0.7 3569.16

First Ck x-sect

CrossingUpstream InvertSTA EL STA EL Downstream

5 6.35 0 6.5 Top of footer 0 STA EL 7 7.2 1 7.85 1.35 4 3.78 7.6 2 8.16 1.66 6 4.9

10 8.65 BnkF 0.35 4 7.57 1.07 8 6.1 BnkF 0.4512 8.85 0 0.55 6 7.92 1.42 10 6.6 0 0.9514 9.37 0.5 1.07 8 8.14 1.64 12 6.7 0.1 1.0516 8.6 0.25 0.3 10 7.1 0.6 14 6.95 0.3 1.318 8.94 0.1 0.64 11 8.65 0.5 2.15 15 7.42 0.8 1.7720 8.7 0.15 0.4 12 8.6 0.45 2.1 16 6.8 0.8 1.1522 9.25 0.45 0.95 14 8.66 0.46 2.16 18 7.05 0.4 1.424 8.81 0 0.51 16 8.72 0.52 2.22 20 6.92 0.3 1.2726 8.3 bnkF 0 18 9.27 1.05 2.77 22 6.75 0 1.128 7.77 20 7.7 0 1.2 24 5.65 BnkF 030 7.28 21 8.75 0.58 2.25 26 4.2 top of bank32 6.78 22 6.55 Top of footer 0.05

0.53 1.0441.509333

Wetted Width 57.93103 Wetted Width 19.66292135 Wetted Width 35.55556Bankful W/D 30.18868 Bankful W/D 14.57597173 Bankful W/D 15.32567

BNKF W 16 BNKF W 22 BNKF W 16

MidSTA EL Ave X-BnkF W/D 34.06049

0 3.3 top of footer 0.07 UP DN1 5.1 0.66 1.87 Xing/up 1.128254 2.2224472 5.25 0.83 2.02 Xing/dn4 5.05 0.6 1.82 1.3756 4.95 0.55 1.72 Ave X-wetted W/D 21.730728 4.61 0.2 1.38 UP DN

10 4.31 0 1.08 Xing/up 0.375114 0.61117612 3.97 0.74 Xing/dn14 3.6 0.37 BnkF 16 3.9 0.67 Xing/up 1.22222218 3.82 0.59 Xing/dn 1.37520 3.82 0.59 1.18918921 3.76 0.53 18.522 3.23 top of footer 0


BNKF W 22

OutletSTA EL

0 3.55 top of footer 0.421 3.65 0.13 0.522 3.9 0.39 0.774 3.98 0.45 0.856 3.85 0.35 0.728 3.46 0 0.33

10 3.32 0.1912 3.44 0.3114 3.22 0.0916 3.16 0.0318 3.19 0.0620 3.26 footer covered 0.1322 3.13 0


BNKF W 22

First Ck pebble

Downstream Crossing Upstream1 50 51 185 1 80 51 152 1 35 51 50

2 270 52 60 2 115 52 300 2 65 52 148

3 60 53 100 3 170 53 130 3 205 53 285

4 165 54 475 4 120 54 198 4 105 54 115

5 235 55 165 5 75 55 430 5 135 55 75

6 95 56 235 6 2 56 165 6 135 56 450

7 0.062 57 175 7 120 57 211 7 500 57 57

8 170 58 75 8 159 58 141 8 115 58 70

9 70 59 0.062 9 148 59 505 9 70 59 45

10 380 60 150 10 150 60 135 10 30 60 52

11 70 61 80 11 180 61 11 11 98 61 178

12 155 62 200 12 0.062 62 165 12 155 62 30

13 205 63 90 13 162 63 185 13 40 63 60

14 100 64 125 14 175 64 1 14 90 64 230

15 30 65 145 15 234 65 90 15 255 65 125

16 140 66 2 16 192 66 84 16 118 66 40

17 500 67 1 17 275 67 147 17 58 67 400

18 130 68 90 18 61 68 350 18 123 68 104

19 95 69 180 19 56 69 115 19 60 69 150

20 205 70 210 20 239 70 128 20 340 70 60

21 100 71 126 21 100 71 42 21 130 71 38

22 350 72 445 22 196 72 54 22 108 72 28

23 58 73 120 23 83 73 225 23 45 73 118

24 65 74 85 24 254 74 130 24 110 74 235

25 4 75 260 25 24 75 77 25 250 75 80

26 100 76 105 26 32 76 27 26 70 76 68

27 240 77 350 27 82 77 67 27 50 77 185

28 10 78 180 28 65 78 51 28 110 78 125

29 15 79 150 29 112 79 215 29 350 79 200

30 250 80 58 30 72 80 200 30 77 80 172

31 35 81 200 31 140 81 105 31 42 81 100

32 75 82 175 32 239 82 63 32 100 82 85

33 215 83 225 33 69 83 80 33 10 83 180

34 80 84 110 34 242 84 47 34 68 84 14

35 80 85 40 35 68 85 112 35 165 85 120

36 48 86 195 36 105 86 88 36 190 86 200

37 120 87 70 37 315 87 35 37 170 87 90

38 260 88 280 38 67 88 60 38 115 88 26

39 115 89 130 39 1 89 75 39 1 89 95

40 190 90 370 40 85 90 110 40 60 90 145

41 85 91 145 41 475 91 93 41 85 91 35

42 28 92 25 42 370 92 107 42 88 92 85

43 120 93 55 43 93 93 14 43 25 93 185

44 80 94 105 44 223 94 125 44 120 94 48

45 135 95 115 45 0.062 95 138 45 163 95 80

46 170 96 250 46 96 96 57 46 58 96 3

47 130 97 95 47 57 97 0.062 47 380 97 330

48 62 98 300 48 295 98 4 48 68 98 55

49 160 99 230 49 385 99 89 49 55 99 73

50 220 100 50 50 114 100 103 50 115 100 260

1 2 3 4 1 2 3 4545 690 685 410 560 650 550 430 385 490 450 405570 610 530 500 850 640 445 405 360 485 500 450650 480 580 580 770 460 400 415 400 400 480 400570 430 450 330 620 485 370 490 385 340 430 300365 330 500 340 740 390 310 545 485 365 330 285

AVE AVE AVE507.25 526.25 406.25

Gold Creek longitudinal

Riffle Slope STA STA (ft) FS Water DepthHI FS BS Beginning El Comments0 PT 0 16.25 1 1000 1016.25

12 PM 12 17.45 2.2 998.860 0.064333 30.5 PH 18.5 16.1 1.1 1000.15

90.5 PT 60 12.24 0.7 1004.0196.5 PM 6 14 2.5 1002.25

1.5 1.846667 99.5 PH 3 12.92 1.3 1003.33101 TPCA 1.5 10.15 0.7 1006.1

139 0.043525 101 5.9 8.55 1018.9240 PT 139 6.75 0.5 1012.15250 PM 10 8.1 2 1010.8

35 0.111429 262 PH 12 6.95 0.7 1011.95297 PT 35 4.2 1 1014.7306 PM 9 5.2 2 1013.7

80 0.024375 314.5 PH 8.5 3.75 0.6 1015.15314.5 1.95 7.75 1024.7394.5 PT 80 7.6 1.2 1017.1

404 PM 9.5 8.28 2 1016.4234 0.023824 415.5 PH 11.5 7 0.7 1017.7

449.5 PT 34 6.19 1.1 1018.51460.5 PM 11 7.15 2 1017.55

58.5 0.042222 462.5 PH 2 6.1 0.6 1018.6462.5 2.45 11.37 1033.62

521 PT 58.5 12.55 1.2 1021.07530 PM 9 13.4 2 1020.22

63 0.028571 537 PH 7 12.4 1 1021.22600 PT 63 10.6 1.1 1023.02610 PM 10 11.6 2 1022.02

4 0.0875 618 PH 8 10.5 1 1023.12622 PT 4 10.15 1.2 1023.47

634.5 PM 12.5 11 2 1022.6284 0.055357 644.5 PH 10 10.05 1 1023.57

728.5 PT 84 5.4 0.8 1028.22737 PM 8.5 6.41 1.9 1027.21

20.5 0.022439 741 PH 4 5.28 0.75 1028.34 Rl Ave 52.25761.5 PT 20.5 4.82 0.9 1028.8 cu slope= 0.04943773.5 PM 12 5.65 2.85 1027.97 Rs Ave 0.038898

1 2.65 782 PH 8.5 4.75 1 1028.87783 TPCA 1 2.1 1 1031.52

20 0.0075 783 2.1 14.1 1045.62803 PT 20 13.95 1.1 1031.67814 PM 11 15.75 2.9 1029.87

22 0.086364 818 PH 4 13.75 1 1031.87840 PT 22 11.85 0.5 1033.77850 PM 10 12.8 2 1032.82

18.5 0.122162 855 PH 5 11.7 1 1033.92873.5 PT 18.5 9.44 0.8 1036.18883.5 PM 10 11.3 2.5 1034.32

4 0.5325 886.5 PH 3 9.35 0.8 1036.27890.5 TPCA 4 7.22 1038.4

25 0.0084 915.5 PT 25 7.01 1 1038.61925.5 PM 10 7.65 1.6 1037.97

105 0.03181 933.5 PH 8 7.15 1 1038.47933.5 6.2 10.4 1049.82

1038.5 PT 105 8.01 0.7 1041.811052 PM 13.5 10.35 3 1039.47

13 0.044615 1067 PH 15 8.55 1.35 1041.271080 PT 13 7.97 1.2 1041.851088 PM 8 8.98 2.2 1040.84

31.5 0.039683 1098 PH 10 7.95 1.2 1041.871129.5 PT 31.5 6.7 1.1 1043.121140.5 PM 11 7.25 1.8 1042.57

32 0.063125 1144.5 PH 4 6.67 1.1 1043.151176.5 PT 32 4.65 0.8 1045.171181.5 PM 5 5.65 1.8 1044.17

30 0.063333 1186.5 PH 5 4.6 0.8 1045.221216.5 PT 30 2.7 0.6 1047.121228.5 PM 12 3.6 1.5 1046.22

43 0.043023 1231.5 PH 3 2.65 0.9 1047.171231.5 2.1 8 1055.721274.5 PT 43 6.7 0.8 1049.02

1293 PM 18.5 7.62 1.8 1048.136 0.063611 1307 PH 14 6.92 1 1048.8

1307 3.75 8.1 1060.071343 PT 36 8.98 1 1051.091354 PM 11 9.58 1.3 1050.49

40 0.0675 1358.5 PH 4.5 8.9 1 1051.171398.5 PT 40 6.2 0.8 1053.871424.5 PM 26 6.87 1.5 1053.2

48 0.033333 1434.5 PH 10 6.3 1 1053.771482.5 PT 48 4.7 1 1055.371490.5 PM 8 5.2 1.5 1054.871499.5 PH 9 4.65 1 1055.42


Gold Ck. Pebble

Downstream Crossing Upstream1 95 51 62 1 150 51 110 1 120 51 300

2 12 52 7 2 190 52 75 2 90 52 110

3 280 53 750 3 300 53 40 3 1 53 60

4 30 54 85 4 210 54 0.062 4 9 54 500

5 102 55 9 5 120 55 5 5 4 55 50

6 40 56 48 6 340 56 230 6 450 56 150

7 550 57 180 7 60 57 160 7 190 57 125

8 10 58 375 8 180 58 130 8 100 58 85

9 170 59 90 9 190 59 80 9 180 59 2

10 5 60 40 10 75 60 185 10 460 60 8

11 2 61 355 11 130 61 170 11 280 61 3

12 100 62 88 12 155 62 450 12 75 62 400

13 400 63 255 13 225 63 55 13 25 63 180

14 12 64 70 14 190 64 360 14 80 64 110

15 25 65 220 15 230 65 145 15 8 65 250

16 135 66 60 16 4 66 185 16 600 66 700

17 35 67 450 17 0.062 67 280 17 110 67 30

18 60 68 12 18 340 68 220 18 15 68 80

19 190 69 9 19 80 69 125 19 80 69 10

20 55 70 100 20 10 70 180 20 320 70 650

21 36 71 125 21 70 71 65 21 105 71 120

22 480 72 10 22 5 72 410 22 50 72 12

23 65 73 155 23 100 73 95 23 540 73 55

24 28 74 7 24 420 74 5 24 160 74 160

25 315 75 320 25 70 75 70 25 55 75 45

26 70 76 110 26 110 76 220 26 8 76 50

27 410 77 5 27 75 77 190 27 160 77 165

28 50 78 105 28 40 78 145 28 290 78 125

29 3 79 15 29 0.062 79 80 29 90 79 550

30 280 80 270 30 5 80 135 30 4 80 15

31 45 81 90 31 230 81 180 31 7 81 8

32 55 82 35 32 160 82 300 32 3 82 75

33 65 83 120 33 130 83 60 33 55 83 245

34 245 84 30 34 80 84 120 34 50 84 300

35 50 85 150 35 185 85 200 35 165 85 25

36 45 86 15 36 170 86 160 36 320 86 105

37 5 87 4 37 450 87 190 37 100 87 320

38 13 88 430 38 55 88 280 38 400 88 290

39 600 89 38 39 360 89 4 39 90 89 100

40 55 90 85 40 145 90 85 40 13 90 60

41 115 91 260 41 185 91 10 41 10 91 55

42 85 92 45 42 280 92 270 42 75 92 145

43 340 93 68 43 220 93 0.062 43 500 93 130

44 75 94 100 44 125 94 75 44 30 94 45

45 70 95 60 45 180 95 100 45 275 95 90

46 185 96 42 46 65 96 75 46 80 96 4

47 24 97 700 47 410 97 225 47 470 97 700

48 10 98 38 48 95 98 160 48 195 98 100

49 490 99 300 49 5 99 130 49 185 99 25

50 125 100 35 50 70 100 60 50 750 100 70

DN 2 3 4 DN 2 3 4 DN 2 3 41 550 600 850 330 1 680 320 550 1200 1 580 780 1200 6702 480 720 1000 400 2 780 640 740 720 2 510 930 900 5503 600 350 670 650 3 555 840 300 1130 3 420 720 550 7204 350 980 780 1300 4 440 750 400 750 4 580 600 360 10805 400 820 460 750 5 875 450 600 700 5 430 450 500 900

652 671 671.5

Gold Ck x-sections

Downstream Crossing InletSTA EL WS STA EL WS STA EL WS

4 3.9 0 3.6 8 4.15 Top O Bank6 4.8 BNKF 0.2 6 5.68 BNKF 0 9 6.31 Btm O Bank8 5.1 0 0.5 11 6.37 0 0.69 11 6.72 BNKF 0

10 5.8 0.7 1.2 14 6.95 0.4 1.27 14 7.35 0 0.6312 6.1 1 1.5 16 7.4 0.7 1.72 16 7.85 0.55 1.1314 5.95 0.9 1.35 18 7.5 0.7 1.82 19 8.51 1.1 1.7916 6 0.8 1.4 21 7.35 0.95 1.67 22 8.45 0.7 1.7318 6.15 0.9 1.55 23 6.7 0.2 1.02 24 8.56 0.9 1.8420 5.7 0.6 1.1 26 6.45 0 0.77 27 8.2 0.8 1.4822 6 0.8 1.4 27 5.7 BNKF 0.02 29.5 7.24 0 0.5223 5.6 0.5 1 28 2.05 33 7 BNKF 0.2824 5.25 0 0.65 21 35 4.43 Top O Bank27 4.6 BNKF 0 Wtted Width:Depth 35.59322 0.997778 2230 3.5 Bankful W/D 21.04677 Wtted Width:Depth 26.79012 1.044444

21 Bankful W/D 21.06383Wtted Width:Depth 25.80645 0.9875 Crossing MidBankful W/D 21.26582 STA EL WS

20 6 3.6BNKF dn 21 16 7 7.15 BNKF 0Crossing 22.5 16.5 11 7.15 0BNKF up 18.625 22 12 7.7 0 0.55

15 8.4 0.8 1.25UP DN 18 8.2 0.7 1.05

BnkFw X-ing/UpStrm 1.022727273 1.071429 20 9.2 1.6 2.05BnkF W/D X-ing/UpStrm 1.102239493 1.09177 22 9.2 1.5 2.05WTTD w/d X-ing/UpStrm 1.585100535 1.64552 25 8.3 0.5 1.15

28 8.63 0.75 1.4830 7.48 0 0.3332 8.5 0.65 1.35

BnkF W/D 23.21739 34 8.39 0.3 BNKF 1.24Wtted w/d 42.46504 36 3.4

27Wtted Width:Depth 27.69231 1.136364Bankful W/D 20.24

Crossing OutletSTA EL WS

3 4.55 8.2 BNKF 0.638 8.5 0 0.93

13 9.35 0.9 1.7816 9.1 0.4 1.5320 6.8 0 024 9.25 0.7 1.6827 7.85 0 0.28

28.5 9.43 0.85 1.8630 9.35 0.8 1.7834 8.54 0 0.97

34.5 7.57 BNKF 037 4.9

29.5Wtted Width:Depth 64.10959 1.04Bankful W/D 28.36538

Abbot Creek Longitudinal

X-Sec STA STA (ft) FS Water DeptHI FS BS Beginning El Comments STA EL0 8.05 0.9 3008.05 3000 0.014871 0 0 3000

3010.96 3.32 6.23 489 489 3008.143018.22 6.87 14.13 82 571 3008.753020.94 6.25 8.97 241 812 3012.56

BD 0.016646 489 12.8 0.95 3008.14 7 819 3012.2182 12.19 1 3008.75 10 829 3012.86

3024.91 8.13 12.1 47.5 876.5 3012.76PT 241 12.35 0.65 3012.56 52 928.5 3013.66PM 7 12.7 1 3012.21 53 981.5 3015.01PH 10 12.05 0.35 3012.86 73 1054.5 3017.11

3022 41 9 85 7 35 12 1066 5 3015 863022.41 9.85 7.35 12 1066.5 3015.86BD 47.5 9.65 0.95 3012.76 28.5 1095 3017.06BD 52 8.75 1.4 3013.66 1.5 1096.5 3017.31

0.017308 3024.11 5.1 6.8 12 1108.5 3016.71BD 53 9.1 1.25 3015.01 39 1147.5 3017.41PT 73 7 1 3017.11 68 1215.5 3019.58PM 12 8.25 2.25 3015.86 65 1280.5 3020.65PH 28.5 7.05 1.1 3017.06 17.5 1298 3020.78

3030.61 5.76 12.26 14.5 1312.5 3021.15PT outlet 1.5 13.3 1 3017.31 0.004321 47.5 1360 3022.65PM 12 13.9 1.55 3016.71 46 1406 3024.48PH invert 39 13.2 0.8 3017.41 60 1466 3024.68BD 0.031912 68 11.03 0.7 3019.58 53 1519 3027.94

3028.75 8.1 6.24 167 1686 3031.643028.75 8.1 6.24 167 1686 3031.64PT 65 8.1 6.24 3020.65 50.5 1736.5 3030.74PM 17.5 7.97 1.25 3020.78PH 14.5 7.6 1 3021.15BD 0.031579 47.5 6.1 1.2 3022.65

3033.18 3.2 7.63BD 46 8.7 1.1 3024.48BD 60 8.5 1.2 3024.68

3035.13 5.4 7.35BD 53 7.19 0.9 3027.94

3037.84 4.04 6.75RT 0.022156 167 6.2 0.55 3031.64RH 50.5 7.1 1.55 3030.74 0.020984

Lower Abbot

Downstream Crossing Upstream1 43 1 28 1 102 81 2 2 2 803 120 3 0.062 3 454 145 4 4 4 65 5 5 0.062 5 816 131 6 180 6 547 205 7 67 7 38 30 8 76 8 79 1 9 84 9 75

10 40 10 124 10 1111 140 11 81 11 2012 47 12 106 12 1613 100 13 91 13 7014 4 14 52 14 7915 93 15 87 15 316 1 16 26 16 817 112 17 30 17 4118 75 18 10 18 10819 125 19 7 19 8320 122 20 9 20 6121 0.062 21 33 21 4822 0.062 22 0.062 22 10523 84 23 42 23 824 55 24 1 24 325 2 25 8 25 2526 66 26 32 26 8127 70 27 12 27 11928 105 28 63 28 13829 145 29 132 29 530 6 30 155 30 14031 120 31 94 31 9832 141 32 88 32 6833 83 33 21 33 334 57 34 36 34 5135 100 35 106 35 8336 35 36 0.062 36 0.06237 63 37 183 37 138 48 38 2 38 0.06239 136 39 197 39 12040 33 40 290 40 7641 6 41 30 41 11542 0.062 42 27 42 9143 0.062 43 155 43 344 8 44 8 44 10045 77 45 0.062 45 13946 158 46 10 46 3947 175 47 24 47 248 146 48 6 48 12849 79 49 5 49 7050 90 50 19 50 6651 111 51 27 51 0.06252 9 52 65 52 6253 30 53 58 53 5054 108 54 148 54 4255 7 55 93 55 356 0.062 56 86 56 9657 7 57 125 57 13758 12 58 157 58 4159 38 59 96 59 860 142 60 2 60 0.06261 95 61 72 61 762 3 62 0.062 62 2863 40 63 4 63 11364 0.062 64 3 64 8865 0.062 65 129 65 14566 56 66 0.062 66 16167 62 67 0.062 67 7968 51 68 2 68 769 103 69 13 69 17970 71 70 64 70 3671 80 71 81 71 13372 7 72 75 72 3073 0.062 73 103 73 674 4 74 90 74 975 25 75 61 75 9876 44 76 115 76 5877 38 77 70 77 4178 0.062 78 28 78 6479 6 79 25 79 680 11 80 14 80 4981 85 81 18 81 8182 105 82 6 82 10583 91 83 5 83 1184 37 84 0.062 84 885 9 85 218 85 0.06286 2 86 33 86 487 80 87 18 87 2588 72 88 335 88 3689 15 89 146 89 7790 21 90 1 90 10491 12 91 109 91 3892 76 92 185 92 1493 8 93 1 93 9294 2 94 56 94 2295 56 95 22 95 996 82 96 19 96 1197 5 97 68 97 298 43 98 96 98 2199 78 99 25 99 57

100 11 100 180 100 61

57.58558 61.90558 53.40311 2 3 4 1 2 3 4 1 2 3 4

175 165 151 238 335 280 210 290 150 150 180 200158 189 140 171 230 275 165 255 168 175 145 165183 165 173 150 285 290 205 180 245 190 170 185205 203 148 160 205 225 175 235 165 220 208 174230 155 165 172 295 159 192 190 180 165 190 155

AVE AVE up 1.306145 AVE174.8 233.8 dn 1.337529 179

<2 0.062 11 <2 0.062 12 <2 0.062 62 - 2.8 0.062 3 2 - 2.8 0.062 4 2 - 2.8 0.062 22.8 - 4 0.062 3 2.8 - 4 0.062 3 2.8 - 4 0.062 74 - 5.6 0.062 2 4 - 5.6 0.062 2 4 - 5.6 0.062 05.6 - 8 0.062 8 5.6 - 8 0.062 5 5.6 - 8 0.062 118 - 11.3 0.062 4 8 - 11.3 0.062 3 8 - 11.3 1 611.3 - 16 0.062 3 11.3 - 16 0.062 3 11.3 - 16 2 216 - 22.6 0.062 1 16 - 22.6 0.062 6 16 - 22.6 2 322.6 - 32 0.062 3 22.6 - 32 0.062 11 22.6 - 32 3 432 - 45.3 1 10 32 - 45.3 1 4 32 - 45.3 3 845.3 - 64 1 9 45.3 - 64 1 6 45.3 - 64 3 1264 - 90.5 2 17 64 - 90.5 1 14 64 - 90.5 3 1690.5 - 128 2 15 90.5 - 128 2 12 90.5 - 128 3 15128 - 181 2 10 128 - 181 2 9 128 - 181 3 8181 - 256 3 1 181 - 256 2 4 181 - 256 4 0256 - 362 4 0 256 - 362 2 2 256 - 362 5 0362 - 512 4 0 362 - 512 3 0 362 - 512 6 0512 - 1024 5 0 512 - 1024 4 0 512 - 1024 6 01024 - 204 5 0 1024 - 204 4 0 1024 - 204 6 02048 - 409 6 0 2048 - 409 5 0 2048 - 409 7 0>4096 6 0 >4096 5 0 >4096 7 0

6 6 77 6 87 Sum 7 Sum 8 Sum7 100 8 100 8 1008 8 8

Lower Abbot

upstream outlet Invert Mid Downstream0 5.3 1 rip rap 0 6.02 rip rap 0 2.6 rip rap 4 8.22 5.5 3 rip rap 2 7.1 rip rap 2 2.8 rip rap 6 94 5.65 0.03 5 rip rap 4 7.4 bnkf0 0.15 4 4 0 0.09 8 9.2 bnkf 0.46 5.82 0.2 6.8 0 5.5 7.8 0 0.55 6 5.15 1.25 1.24 9.1 9.7 0 0.98 5.75 0.13 7 0.5 7 8.45 0.7 1.2 8 5.25 1.4 1.34 10 10.25 0.6 1.45

8.1 7.5 1.2 1.88 9 0.92 9 8.6 0.9 1.35 10 4.75 0.9 0.84 12 10.4 0.8 1.610 7.45 thalweg 1.25 1.83 11 1.05 11 9.04 1.2 1.79 12 5 1.15 1.09 14 10.45 0.8 1.6512 7.35 1.15 1.73 13 1.1 13 9.2 1.45 1.95 14 4.95 0.87 1.04 16 10.55 0.9 1.7514 7 0.79 1.38 15 1.3 redd pit 15 8.7 1 1.45 16 4.33 0.4 0.42 18 10.5 1.2 1.716 6.85 0.62 1.23 17 1.05 16 7.78 0 0.53 18 3.91 0 0 20 10.8 1.2 218 6.82 0.6 1.2 19 0.88 18 7.25 bnkf0 0 20 3.9 fine sediment 21 10.95 1.35 2.1520 6.93 0.7 1.31 21 0.4 20 6.68 Flood plain 22 2.5 rip rap 23 9.6 1.3 0.821 6.9 0.7 1.28 22 0 1.3 22 6.53 Flood plain 24 1 rip rap 24 9.1 0 0.3

21.2 5.62 bnkf 0 24 rip rap 24 6.15 Flood plain 26 0.8 rip rap 26 8.8 bnkf 023 5.6 26 rip rap 26 5.6 Flood plain 28 8.525 5.52 28 rip rap 28 5.17 Flood plain27 5 4 30 4 75 rip rap27 5.4 30 4.75 rip rap29 4.8 1.22533 4.6

1.016667 1.3 0.996667 0.7575 Wetted Width 18.28221Bankful W/D 14.69388

Wetted Width 14.72183 Wetted Width 21.11111 Wetted Width 14 Wetted Width 14.07035 BNKF W 18Bankful W/D 16.91803 Bankful W/D 11.69231 Bankful W/D 14.04682 Bankful W/D 18.48185

BNKF W 17.2 BNKF W 19 BNKF W 14 BNKF W 14x/upx/dn

1 ave BNKF W/d 14.74033 x/upave Wttd w/d 16.39382 x/dn

UP DNBankfull W 0.910853 0.87037Bankfull W/D 0.871279 1.003161Wetted W/D 1.113573 0.896709

Mckay Ck lower

Rl Riffle Slope STA STA (ft) FS Water Depth HI FS BS Beginning El31.5 0.044762 0 PH 0 7.75 0.25 1500 1507.75

31.5 PT 31.5 6.34 0.23 1501.4145.5 PM 14 6.75 0.72 1501

13 0.027692 55.5 PH 10 6.51 0.25 1501.2468.5 PT 13 6.15 0.17 1501.676.5 PM 8 5.57 0.8 1502.18

10 0.06 82.5 PH 6 6.1 0.2 1501.6592.5 PT 10 5.5 0.3 1502.2597.5 PM 5 5.32 0.61 1502.43

73 0.046301 104.5 PH 7 5.51 0.2 1502.24104.5 4.95 8.44 1511.24177.5 PT 73 5.62 0.25 1505.62192.5 PM 15 6.45 1.1 1504.79

40.5 0.007901 211 PH 18.5 5.7 0.35 1505.54211 5.56 8.15 1513.83

251.5 PT 40.5 7.97 0.39 1505.86255.5 PM 4 8.4 0.8 1505.43

53 0.047358 260.5 PH 5 8.05 0.35 1505.78313.5 PT 53 5.54 0.25 1508.29318.5 PM 5 6.2 0.9 1507.63

3 0.283333 324.5 PH 6 5.7 0.35 1508.13327.5 PT 3 4.85 0.4 1508.98333.5 PM 6 5.25 0.8 1508.58

30.5 0.031803 340.5 PH 7 4.75 0.3 1509.08340.5 3.86 7.58 1517.55

371 PT 30.5 7.5 0.3 1510.05378 PM 7 7.87 0.7 1509.68

10 0.105 379 PH 1 7.37 0.2 1510.18389 PT 10 6.32 0.26 1511.23402 PM 13 6.75 0.81 1510.8

18 0.038889 405 PH 3 6.3 0.3 1511.25423 PT 18 5.6 0.24 1511.95435 PM 12 6.62 1.25 1510.93

32 0.057813 444 PH 9 5.7 0.4 1511.85476 PT 32 3.85 0.2 1513.7476 3.65 11.45 1525.35485 PM 9 12.15 0.7 1513.2

30.5 0.040656 493 PH 8 11.65 0.2 1513.7523.5 PT 30.5 10.41 0.3 1514.94535.5 PM 12 10.77 0.7 1514.58

54.5 0.044404 544.5 PH 9 10.37 0.2 1514.98599 PT 54.5 7.95 0.2 1517.4

601.5 PM 2.5 8.85 1.1 1516.564.5 0.053643 611 PH 9.5 8 0.2 1517.35

611 5.43 10.12 1530.04675.5 PT 64.5 9.23 0.24 1520.81686.5 PM 11 9.7 0.7 1520.34

18 0.055 691.5 PH 5 9.15 0.22 1520.89709.5 PT 18 8.16 0.19 1521.88719.5 PM 10 8.55 0.65 1521.49

12 0.0175 731.5 PH 12 7.96 0.1 1522.08743.5 PT 12 7.75 0.2 1522.29759.5 PM 16 9.15 1.35 1520.89

19 0.06 771.5 PH 12 7.79 0.21 1522.25790.5 PT 19 6.65 0.35 1523.39800.5 PM 10 7.2 0.9 1522.84

2.5 0.4 805.5 PH 5 6.55 0.2 1523.49 Debris Jam805.5 6.3 8.25 1531.99

808 PT 2.5 7.5 0.3 1524.49 BnkF 10.5816 PM 8 7.9 0.8 1524.09

9 0.027778 820 PH 4 7.45 0.35 1524.54829 PT 9 7.2 0.3 1524.79

845.5 PM 16.5 7.74 0.9 1524.2533.5 0.053134 871.5 PH 26 6.95 0.25 1525.04

905 PT 33.5 5.17 0.15 1526.82917 PM 12 5.66 0.7 1526.33

29 0.027586 921 PH 4 5.25 0.3 1526.74950 PT 29 4.45 0.3 1527.54

956.5 PM 6.5 5 0.85 1526.9918 0.105 960.5 PH 4 4.4 0.3 1527.59 BnkF 8.5

960.5 4.15 9.24 1537.08978.5 PT 18 7.6 0.2 1529.48985.5 PM 7 8.2 0.9 1528.88

51 0.043333 989.5 PH 4 7.55 0.25 1529.531040.5 PT 51 5.34 0.21 1531.74 x-sect 011053.5 PM 13 5.9 0.9 1531.18

33.5 0.05791 1060.5 PH 7 5.22 0.18 1531.861060.5 3.35 7.97 1541.7

1094 PT 33.5 7.9 0.2 1533.81097 PM 3 8.4 0.7 1533.3

11 0.122727 1106 PH 9 7.85 0.2 1533.851117 PT 11 6.5 0.2 1535.21134 PM 17 7.05 0.7 1534.65

32 0.0425 1137 PH 3 6.43 0.1 1535.271169 PT 32 5.07 0.15 1536.631174 PM 5 5.32 0.5 1536.38

57.5 0.021739 1179.5 PH 5.5 5.05 0.2 1536.65 CU Outlet @ 1179.5 4.39 5.76 1543.07

1237 PT 57.5 5.17 0.2 1537.91246 PM 9 5.45 0.5 1537.62

2 0.1 1248 PH 2 5.07 0.17 1538 CU Invert CU1248 4.45 16.58 1555.21250 PT 2 17 0.3 1538.21257 PM 7 17.8 1.1 1537.4

76 0.058553 1262 PH 5 16.95 0.2 1538.251262 BM 7.93 1547.27 Held on existi1338 PT 76 12.5 0.3 1542.7

1347.5 PM 9.5 12.8 0.6 1542.434 0.057059 1357.5 PH 10 12.3 0.25 1542.9

1391.5 PT 34 10.36 0.16 1544.841396.5 PM 5 11.2 1 1544

4 0.2225 1399.5 PH 3 10.3 0.2 1544.9 Debris Jam1403.5 PT 4 9.41 0.3 1545.791418.5 PM 15 10.1 1 1545.1

10.5 0.01619 1430.5 PH 12 9.32 0.25 1545.881441 PT 10.5 9.15 0.25 1546.05 Debris Jam

1448.5 PM 7.5 9.6 0.7 1545.639 0.030769 1456.5 PH 8 9 0.1 1546.2

1495.5 PT 39 7.8 0.2 1547.41501.5 PM 6 8.25 0.65 1546.95

19.5 0.047179 1519.5 PH 18 7.75 0.2 1547.451539 PT 19.5 6.83 0.26 1548.37 BnkF 9.51546 PM 7 7.6 1 1547.6

72.5 0.051724 1549 PH 3 6.8 0.2 1548.41549 6.6 7.5 1556.1

1621.5 PT 72.5 3.95 0.2 1552.151621.5 3.75 6.82 1559.17

0.064706 1630 PT 8.5 6.47 0.2 1552.71644 PM 14 6.88 0.7 1552.29

46.5 0.06 1649 PH 5 6.45 0.3 1552.721695.5 PT 46.5 3.66 0.3 1555.511695.5 3.35 8.25 1564.071710.5 PM 15 8.95 0.7 1555.12

40.5 0.07284 1725 PH 14.5 8.55 0.3 1555.52 BnkF 8.51765.5 PT 40.5 5.6 0.25 1558.471772.5 PM 7 5.95 0.6 1558.12

41.5 0.053253 1778.5 PH 6 5.7 0.35 1558.37 BnkF 71778.5 5.35 11.71 1570.43

1820 PT 41.5 9.85 0.25 1560.581828.5 PM 8.5 10.25 0.6 1560.18

12 0.045833 1832.5 PH 4 9.95 0.3 1560.481844.5 PT 12 9.4 0.35 1561.031853.5 PM 9 9.65 0.6 1560.78

7 0.114286 1857 PH 3.5 9.35 0.3 1561.08 BnkF 91864 PT 7 8.55 0.2 1561.881873 PM 9 9.25 0.9 1561.18

32 0.065625 1876.5 PH 3.5 8.75 0.4 1561.681908.5 PT 32 6.65 0.25 1563.78 BnkF 9.51922.5 PM 14 7 0.6 1563.43

10.5 0.090476 1926.5 PH 4 6.7 0.3 1563.731937 PT 10.5 5.75 0.4 1564.681945 PM 8 6.05 0.7 1564.38

25.5 0.031373 1951.5 PH 6.5 5.55 0.2 1564.881977 PT 25.5 4.75 0.3 1565.68 BnkF 8.51982 PM 5 4.95 0.5 1565.48

1986.5 PH 4.5 4.65 0.2 1565.78


McKay Lower

Downstream Crossing Upstream1 50 1 250 1 0.0622 45 2 95 2 203 18 3 30 3 44 90 4 300 4 15 55 5 60 5 336 0.062 6 100 6 507 180 7 40 7 398 1 8 55 8 0.0629 0.062 9 45 9 115

10 5 10 30 10 6011 90 11 8 11 14012 40 12 60 12 11013 20 13 235 13 13014 60 14 0.062 14 2015 4 15 1 15 3016 10 16 60 16 1017 0.062 17 70 17 14518 65 18 70 18 119 260 19 135 19 1520 100 20 22 20 12021 170 21 55 21 10822 40 22 175 22 3023 12 23 70 23 15024 210 24 315 24 8025 40 25 12 25 826 50 26 8 26 1027 45 27 0.062 27 1628 18 28 1 28 12529 90 29 6 29 2530 55 30 3 30 3031 0.062 31 2 31 10032 180 32 20 32 11533 1 33 100 33 1634 0.062 34 45 34 1035 5 35 60 35 14036 90 36 40 36 437 40 37 35 37 12038 20 38 7 38 5539 60 39 65 39 13540 4 40 310 40 12041 10 41 0.062 41 4042 0.062 42 2 42 5543 65 43 65 43 3544 260 44 10 44 245 100 45 15 45 5846 170 46 170 46 2347 40 47 75 47 0.06248 12 48 160 48 8549 210 49 50 49 19050 40 50 25 50 2551 50 51 75 51 19552 45 52 30 52 13053 18 53 45 53 354 90 54 125 54 555 55 55 150 55 3556 0.062 56 12 56 5557 180 57 75 57 4058 1 58 14 58 0.06259 0.062 59 0.062 59 1860 5 60 5 60 0.06261 90 61 60 61 1062 40 62 8 62 7563 20 63 55 63 14564 60 64 135 64 3065 4 65 30 65 28066 10 66 40 66 11067 0.062 67 55 67 12568 65 68 0.062 68 1269 260 69 2 69 370 100 70 7 70 15071 170 71 4 71 18572 40 72 1 72 1573 12 73 45 73 3574 210 74 55 74 2575 40 75 40 75 13076 50 76 90 76 15077 45 77 30 77 8078 18 78 170 78 1579 90 79 65 79 0.06280 55 80 75 80 3581 0.062 81 130 81 2082 180 82 20 82 5083 1 83 55 83 4084 0.062 84 170 84 685 5 85 70 85 486 90 86 10 86 17087 40 87 15 87 12588 20 88 120 88 13589 60 89 65 89 3090 4 90 135 90 3091 10 91 50 91 1592 0.062 92 20 92 15093 65 93 140 93 3094 260 94 75 94 25095 100 95 70 95 11596 170 96 50 96 13097 40 97 2 97 1098 12 98 0.062 98 499 210 99 140 99 180

100 40 100 60 100 145

DN 2 3 4 DN 2 3 4 DN 21 170 225 155 190 1 205 460 360 395 1 390 2002 250 160 160 270 2 210 310 290 300 2 255 3203 300 200 230 260 3 260 400 300 340 3 190 1404 170 230 150 150 4 425 215 400 315 4 130 2505 260 150 185 180 5 305 230 325 410 5 210 300

AVE AVE202.25 322.75

<2 0.062 16 <2 0.062 9 <2 0.062 82 - 2.8 0.062 0 2 - 2.8 0.062 4 2 - 2.8 0.062 12.8 - 4 0.062 4 2.8 - 4 0.062 2 2.8 - 4 0.062 64 - 5.6 0.062 4 4 - 5.6 0.062 0 4 - 5.6 0.062 15.6 - 8 0.062 0 5.6 - 8 0.062 4 5.6 - 8 0.062 28 - 11.3 0.062 4 8 - 11.3 0.062 5 8 - 11.3 0.062 511.3 - 16 0.062 4 11.3 - 16 1 5 11.3 - 16 1 716 - 22.6 0.062 8 16 - 22.6 1 4 16 - 22.6 1 422.6 - 32 0.062 0 22.6 - 32 1 6 22.6 - 32 2 1132 - 45.3 0.062 16 32 - 45.3 2 9 32 - 45.3 3 945.3 - 64 0.062 12 45.3 - 64 2 15 45.3 - 64 3 764 - 90.5 0.062 12 64 - 90.5 2 15 64 - 90.5 4 490.5 - 128 1 4 90.5 - 128 2 5 90.5 - 128 4 13128 - 181 1 8 128 - 181 3 12 128 - 181 4 17181 - 256 1 4 181 - 256 4 2 181 - 256 4 4256 - 362 1 4 256 - 362 5 3 256 - 362 5 1362 - 512 4 0 362 - 512 6 0 362 - 512 6 0512 - 1024 4 0 512 - 1024 7 0 512 - 1024 8 01024 - 204 4 0 1024 - 204 7 0 1024 - 204 10 02048 - 409 4 0 2048 - 409 8 0 2048 - 409 10 0>4096 5 0 >4096 8 0 >4096 10 0

5 8 105 10 105 SUM 10 SUM 12 SUM

10 100 12 100 15 10010 12 15

McKay Lower

STA Upstream STA Invert STA Downstream0 5.6 0 3.4 0.95 0 1.25 6.1 2 3.45 1 2 1.98 7.75 4 4.86 0 2.41 4 2.15

10 8.15 5.5 5.11 0.2 2.66 6 2.412 8.3 BNKF 0 6 4.95 0.05 2.5 8 2.5515 8.75 0.45 9 4.9 0 2.45 9 2.6516 8.97 0 0.67 10 4.21 1.76 10 3.3 BnkF 0.0517 9.6 0.8 1.3 12 2.55 0.1 11 4 0 0.75

18.5 9.12 0.3 0.82 14 2.45 0 13 4.15 0.2 0.920 9.55 0.6 1.25 14.5 4 0 0.75

20.1 8.95 0 0.65 1.536667 16 3.25 BnkF 020.5 8.55 0.25 Wetted Width 80 18 2.55

22 8.35 BNKF 0.05 Bankful W/D 9.110629 20 2.1525 8.2 BNKF W 14 22 1.729 7.4833 5.85 0 3.5 0.16 Exposed footer 0.49

2 3.6 0.26 Wetted Width 52.5Wtted Width:Depth 12.05882 0.604444 4 3.82 0 0.48 Bankful W/D 12.2449Bankful W/D 16.54412 6 3.85 0.02 0.51 BNKF W 6

10 8 4 0.12 0.669 3.8 0 0.46

11 3.46 0.1212 3.34 0 Grade control rock14 3.5 0.16 Exp footer

0.312222Wetted Width 142.8571 w/dBankful W/D 44.83986 2.333333

UP DN BNKF W 14Bankfull W 1.4 2.333333 wet w/d 1.605442Bankfull W/D 1.279326 1.728501 Outlet 2.408163Wetted W/D 6.989547 1.605442 check data 0 1.6 0

2 2.2 0.64 2.4 0.8

5.5 3.6 0 26.5 3.9 0.3 2.38.5 3.6 0 210 3.5 1.9 Water stain line 2.5512 3.5 1.914 3.3 1.7

1.466667Wetted Width 30Bankful W/D 9.545455

BNKF W 14

21.16531 Bankful W/D x/up 1.279326 1.279326x/dn 1.728501 1.728501

6.98954784.28571 Wetted Width x/up 6.989547 1.605442

x/dn 1.605442

McKay Ck Upper

Rl Riffle Slope STA STA (ft) FS Water Depth HI FS BS Beginning El Comments37 0.037838 0 PH 0 8.75 0.2 1800 1808.75 0.037747

37 PT 37 7.35 0.2 1801.441.5 PM 4.5 7.95 0.8 1800.8

56 0.050714 55.5 PH 14 7.4 0.25 1801.35111.5 PT 56 4.56 0.18 1804.19121.5 PM 10 4.88 0.4 1803.87

10 0.058 126 PH 4.5 4.68 0.2 1804.07136 PT 10 4.1 0.1 1804.65142 PM 6 4.6 0.6 1804.15

47.5 0.039158 157.5 PH 15.5 4.08 0.8 1804.67157.5 4 9.33 1814.08

205 PT 47.5 7.55 0.15 1806.53209 PM 4 8.1 0.7 1805.98

5 0.14 212 PH 3 7.45 0.1 1806.63217 PT 5 6.75 0.2 1807.33221 PM 4 7.5 0.9 1806.58

24.5 0.053061 231 PH 10 6.75 0.15 1807.33 FCM end255.5 PT 24.5 5.45 0.1 1808.63265.5 PM 10 5.85 0.5 1808.23

49.5 0.054949 268.5 PH 3 5.57 0.22 1808.51268.5 3.98 9.78 1819.88

318 PT 49.5 8.65 0.1 1811.23321 PM 3 9.07 0.5 1810.81

8 0.045 325.5 PH 4.5 8.68 0.2 1811.2333.5 PT 8 8.32 0.29 1811.56346.5 PM 13 8.64 0.65 1811.24

50 0.04 350.5 PH 4 8.15 0.2 1811.73400.5 PT 50 6.15 0.25 1813.73406.5 PM 6 6.6 0.7 1813.28

33 0.046061 412 PH 5.5 6 0.1 1813.88412 4.24 8.06 1823.7445 PT 33 8.3 0.15 1815.4450 PM 5 8.65 0.5 1815.05

15 0.078667 457 PH 7 8.35 0.2 1815.35 BnkF 9472 PT 15 7.17 0.2 1816.53475 PM 3 7.57 0.6 1816.13

22 0.062727 477 PH 2 7.04 0.1 1816.66499 PT 22 5.66 0.3 1818.04507 PM 8 6.05 0.7 1817.65

14.5 0.048276 517 PH 10 5.5 0.15 1818.2 BnkF 7.5531.5 PT 14.5 4.8 0.3 1818.9535.5 PM 4 5.1 0.6 1818.6

9 0.1 537.5 PH 2 4.7 0.2 1819537.5 4.5 9.35 1828.55546.5 PT 9 8.65 0.34 1819.9553.5 PM 7 9.2 0.9 1819.35

11 0.08 561.5 PH 8 8.5 0.3 1820.05572.5 PT 11 7.62 0.15 1820.93

580 PM 7.5 8.27 0.78 1820.280.5 1.96 581 PH 1 8.08 0.63 1820.47 P. Pool

581.5 PT 0.5 7.1 0.1 1821.45 Top boulders631 PM 49.5 5.45 0.15 1823.1 BnkF 8

3 0.283333 638 PH 7 6.35 0.1 1822.2641 PT 3 5.5 0.2 1823.05 Plunge pool

641.5 PM 0.5 3.9 0.05 1824.65 log sill14 655 PH 13.5 3.95 0.4 1824.6 BnkF 7.5

669 PT 14 4.7 1.15 1823.85681.5 PM 12.5 3.9 0.4 1824.65 Debris @ PH681.5 3.55 7.05 1832.05

0.032787 682.5 TPCA 1 6.85 1825.2 Top of Debris/blocking chan713 PT 30.5 5.85 0.15 1826.2

725.5 PM 12.5 6.7 1 1825.354 0.1625 739.5 PH 14 5.75 0.1 1826.3

743.5 PT 4 5.1 0.15 1826.95745 PM 1.5 5.5 0.6 1826.55

5 0.086 748.5 PH 3.5 5.08 0.14 1826.97753.5 PT 5 4.65 0.15 1827.4757.5 PM 4 5.02 0.62 1827.03

25 0.086 761.5 PH 4 4.6 0.2 1827.45786.5 PT 25 2.45 0.3 1829.6

792 PM 5.5 3.05 0.9 18291.5 0.573333 793 PH 1 2.65 0.5 1829.4

793 2.15 8.46 1838.36794.5 PT 1.5 8.1 0.1 1830.26

798 PM 3.5 8.5 0.5 1829.860.054667 799 PH 1 8.2 0.2 1830.16 CU OUT

859 60 4.92 0.2 1833.44 CU IN 0.054667859 2.31 10.48 1846.53859 2.06 BM existing nail head RB of Invert on large G. Fir859 11.94 Invert expose 1834.59859 11.94 10.48 1845.07

1 0.66 876 BTM CA 17 11.23 0.35 1833.84877 PT 1 10.57 0.15 1834.5888 PM 11 11.3 0.9 1833.77

5 0.14 897 PH 9 10.55 0.15 1834.52902 PT 5 9.85 0.15 1835.22

910.5 PM 8.5 10.3 0.6 1834.7737.5 0.023467 913.5 PH 3 9.81 0.05 1835.26

951 PT 37.5 8.93 0.2 1836.14962 PM 11 9.75 1.05 1835.32

975.5 PH 13.5 8.93 0.22 1836.14997.5 PT 22 7.94 0.2 1837.131011 PM 13.5 8.78 1.05 1836.29

1014.5 PH 3.5 7.88 0.15 1837.19 Intermittent / Sub -t through sediment and de1034.5 PT 20 6.45 0 1838.621038.5 PM 4 6.85 0.4 1838.221040.5 PH 2 6.45 0 1838.621040.5 3.06 6.62 1848.631062.5 PT 22 8.15 0 1840.48 BnkF 11.5

1066 PM 3.5 8.4 0.25 1840.231078.5 PH 12.5 8.15 0.05 1840.48

1140 PT 61.5 5.77 0.15 1842.861159.5 PM 19.5 6.79 1.2 1841.84

1177 PH 17.5 5.7 0.15 1842.931189 PT 12 5.38 0.15 1843.251205 PM 16 5.78 0.6 1842.85

20 0.039 1207 PH 2 5.38 0.2 1843.25 bnkF 91207 5.18 9.93 1853.38 BnkF 81227 PT 20 9.35 0.15 1844.031231 PM 4 9.9 0.7 1843.48

16 0.045 1238 PH 7 9.33 0.2 1844.051254 PT 16 8.61 0.15 1844.771258 PM 4 9.48 1.33 1843.9

0.38 1263 PH 5 8.58 0.13 1844.81266.5 TPCA 3.5 7.25 0.05 1846.13

1288 PT 21.5 6.03 0.1 1847.35 BnkF 9.51303 PM 15 7.06 1.15 1846.32

12 0.054167 1319 PH 16 6.1 0.15 1847.281331 PT 12 5.45 0.1 1847.93

1348.5 PM 17.5 6.4 0.95 1846.98 0.90909113 0.097692 1356 PH 7.5 5.3 0.1 1848.08 BnkF 9.5

1356 5.21 12.73 1860.91369 PT 13 11.55 0.15 1849.351376 PM 7 11.85 0.45 1849.05

14 0.033571 1386 PH 10 11.5 0.17 1849.4 BnkF 81400 PT 14 11.03 0.1 1849.87

1404.5 PM 4.5 11.45 0.52 1849.459.5 0.095789 1405 PH 0.5 11.22 0.3 1849.68

1414.5 PT 9.5 10.31 0.11 1850.591418.5 PM 4 10.65 0.45 1850.25

11.5 0.077391 1420 PH 1.5 10.34 0.15 1850.561431.5 PT 11.5 9.45 0.12 1851.45

1438 PM 6.5 10.05 0.71 1850.8511.5 0.05913 1444 PH 6 9.43 0.15 1851.47

1455.5 PT 11.5 8.75 0.21 1852.151468.5 PM 13 9.1 0.6 1851.8

10 0.048 1473.5 PH 5 8.78 0.3 1852.121483.5 PT 10 8.3 0.15 1852.61491.5 PM 8 8.85 0.7 1852.05

13 0.115385 1495.5 PH 4 8.35 0.2 1852.551508.5 PT 13 6.85 0.2 1854.05

1519 PM 10.5 7.35 0.7 1853.551523 PH 4 6.8 0.15 1854.1 0.031114

UP DN CU slope 0.055Slope 1.756954 1.448232 Overall 0.036 0.055Riffle Slope (Rs) 0.791704 0.797908Riffle Length (Rl) 4.16185 2.512315 1.538953

1.448232

McKay Upper

Downstream Crossing Upstream1 170 1 40 1 0.0622 135 2 70 2 1903 85 3 100 3 604 0.062 4 65 4 355 10 5 30 5 126 180 6 80 6 1907 175 7 130 7 1738 70 8 100 8 1159 60 9 30 9 140

10 130 10 5 10 10011 45 11 100 11 0.06212 320 12 60 12 13513 18 13 170 13 7014 160 14 110 14 2515 100 15 120 15 5816 5 16 125 16 1417 8 17 18 17 8018 125 18 60 18 2519 260 19 235 19 16020 95 20 55 20 12021 130 21 315 21 6522 170 22 20 22 9023 155 23 130 23 0.06224 0.062 24 480 24 25325 5 25 55 25 2026 96 26 80 26 1027 128 27 55 27 0.06228 167 28 40 28 16029 160 29 300 29 15030 0.062 30 70 30 9031 6 31 130 31 11032 175 32 100 32 2533 180 33 20 33 1534 71 34 325 34 6035 58 35 55 35 17036 132 36 235 36 13537 235 37 60 37 0.06238 165 38 20 38 5539 140 39 125 39 18540 90 40 120 40 3541 0.062 41 110 41 18042 12 42 130 42 12043 45 43 100 43 9544 190 44 30 44 12545 17 45 5 45 3046 155 46 100 46 1247 105 47 120 47 2048 4 48 110 48 9549 7 49 195 49 12050 120 50 5 50 2551 210 51 0.062 51 11552 50 52 180 52 2053 260 53 65 53 0.06254 131 54 100 54 6055 62 55 110 55 1556 73 56 5 56 7057 180 57 30 57 2558 12 58 120 58 19559 0.062 59 125 59 9560 84 60 20 60 9061 137 61 100 61 17562 167 62 130 62 6563 5 63 80 63 564 0.062 64 55 64 1065 150 65 225 65 15066 175 66 58 66 11067 125 67 275 67 2568 90 68 55 68 16069 370 69 130 69 8570 130 70 60 70 9571 7 71 17 71 3572 5 72 5 72 16073 95 73 8 73 18074 155 74 200 74 1075 20 75 35 75 2076 18 76 60 76 2077 150 77 260 77 12078 87 78 128 78 22079 6 79 21 79 17580 10 80 240 80 1581 125 81 50 81 3582 300 82 170 82 8583 85 83 65 83 9584 1 84 16 84 2585 80 85 127 85 17086 170 86 120 86 1087 135 87 112 87 3088 8 88 165 88 5589 0.062 89 55 89 16090 145 90 90 90 2091 130 91 7 91 1592 160 92 30 92 8593 12 93 105 93 9094 175 94 135 94 0.06295 70 95 90 95 6096 65 96 28 96 11597 300 97 70 97 12098 55 98 95 98 2599 190 99 75 99 60

100 60 100 40 100 0.062

DN 2 3 4 DN 2 3 4 DN 2 3 41 490 260 190 380 1 220 430 230 265 1 235 290 235 2152 380 300 185 230 2 285 325 190 310 2 190 255 220 2203 300 230 235 310 3 160 220 480 260 3 230 220 200 1904 315 520 190 190 4 195 240 315 300 4 250 185 180 1805 235 370 170 210 5 190 255 225 535 5 240 175 160 160

AVE AVE AVE284.5 281.5 211.5

<2 0.062 8 <2 0.062 1 <2 0.062 82 - 2.8 0.062 0 2 - 2.8 5 0 2 - 2.8 0.062 02.8 - 4 0.062 1 2.8 - 4 5 0 2.8 - 4 0.062 04 - 5.6 0.062 4 4 - 5.6 5 5 4 - 5.6 0.062 15.6 - 8 0.062 6 5.6 - 8 5 2 5.6 - 8 0.062 08 - 11.3 0.062 2 8 - 11.3 5 0 8 - 11.3 0.062 411.3 - 16 0.062 3 11.3 - 16 7 1 11.3 - 16 0.062 716 - 22.6 1 4 16 - 22.6 8 7 16 - 22.6 0.062 622.6 - 32 4 0 22.6 - 32 16 6 22.6 - 32 5 1032 - 45.3 5 0 32 - 45.3 17 4 32 - 45.3 10 445.3 - 64 5 8 45.3 - 64 18 14 45.3 - 64 10 864 - 90.5 5 12 64 - 90.5 20 12 64 - 90.5 10 1290.5 - 128 5 10 90.5 - 128 20 25 90.5 - 128 10 17128 - 181 6 32 128 - 181 20 11 128 - 181 12 17181 - 256 6 4 181 - 256 20 6 181 - 256 12 6256 - 362 7 5 256 - 362 21 5 256 - 362 14 0362 - 512 7 1 362 - 512 28 1 362 - 512 15 0512 - 1024 8 0 512 - 1024 30 0 512 - 1024 15 01024 - 204 8 0 1024 - 204 30 0 1024 - 204 15 02048 - 409 10 0 2048 - 409 30 0 2048 - 409 15 0>4096 10 0 >4096 30 0 >4096 20 0

12 30 2012 35 2012 SUM 40 SUM 20 SUM17 100 40 100 20 100

McKay Upper x-sectionCrossing Inlet

Downstream 010 6.1 1 7.1 0.2311 6.55 0 2 7.93 1.0613 6.87 0 0.32 3 8.32 0 1.4514 7.05 0.2 0.5 4 8.65 0.55 1.7816 7.45 0.55 0.9 5 8.56 0.45 1.6917 7.45 0.55 0.9 7 8.32 0.05 1.45

17.1 6.87 0 0.32 9.5 8 1.1317.5 6.6 0.05 10.5 6.87 0

0.427143 1.09875Wetted Width 15.76923 Wetted Width 15.2381Bankful W/D 17.55853 Bankful W/D 8.646189

BNKF W 6.5 BNKF W 10.5Mid

Upstream 0 3.15 021 9.1 0 0.5 4.2 0 1.0523 9.3 0 0.2 2 4.5 0.25 1.3525 9.89 0.15 0.79 4 4.97 0.75 1.8226 10.35 0.65 1.25 6 4.5 0.35 1.3528 9.93 0 0.83 6.5 4.16 0 1.0129 9.17 0.07 10.5 3.4 0.25

0.523333 0.975714Wetted Width 25 Wetted Width 22.22222Bankful W/D 15.28662 Bankful W/D 10.76135

BNKF W 8 BNKF W 10.5Outlet

0 4.9 00.5 5.65 0 0.75

4 5.83 0.2 0.935.5 6 0.35 1.1

8 6 0.35 1.18.5 5.65 0 0.75

9 4.9 010.5 4.9 0


BNKF W 10.5

Mill Ck Profile

X-Sec STA STA (ft) FS Water DeptHI FS BS Beginning El Comments130 0.015436 0 RH 0 6.75 0.18 1200 1206.75 0.017033

. 130 RT 130 1206.75130 4.55 6.67 1208.87195 PT 65 5.86 0.15 1203.01227 PM 32 6.81 1.08 1202.06

86 0.022093 232 PH 5 6.15 0.4 1202.72318 PT 86 4.25 0.2 1204.62318 4.25 6.7 1211.32

323.5 PM 5.5 7.3 0.8 1204.0220 0.0315 326.5 PH 3 6.73 0.2 1204.59

346.5 PT 20 6.1 0.2 1205.22353.5 PM 7 6.85 0.95 1204.47

84 0.013333 360.5 PH 7 6.07 0.15 1205.25360.5 4.96 6.22 1212.58444.5 RT 84 6.21 0.3 1206.37456.5 RM 12 6.53 0.6 1206.05

83 0.014819 460.5 RH 4 6.05 0.2 1206.53460.5 5.06 6.43 1213.95543.5 PT 83 6.19 0.18 1207.76

548 PM 4.5 6.4 0.5 1207.5530 0.029 552.5 PH 4.5 6.15 0.27 1207.8

552.5 4.84 6.29 1215.4582.5 PT 30 6.73 0.2 1208.67610.5 PM 28 7.03 0.5 1208.37

7.5 0.017333 620.5 PH 10 6.78 0.3 1208.62628 PT 7.5 6.65 0.23 1208.75

632.5 PM 4.5 7.47 1.04 1207.9371 0.041408 635 PH 2.5 6.59 0.2 1208.81

635 4.55 6.7 1217.55706 PT 71 5.8 0.18 1211.75715 PM 9 6.05 0.54 1211.5

48 0.028333 730.5 PH 15.5 5.65 1211.9730.5 4.35 12.6 1225.8778.5 CU OUT 48 12.54 1213.26 OUTLET778.5 10.65 3.55 1218.7

15 0.036667 857 CU IN 78.5 4.55 1214.15 Rs Ave 0.019788872 PT 15 4 1214.7 Rl Ave 141.5892 PM 20 4.8 1213.9

50 0.0324 897 PH 5 3.92 1214.78897 2.3 5.7 1222.1947 PT 50 5.7 1216.4952 PM 5 6.1 1216

4 0.15 954 PH 2 5.6 1216.5958 RT 4 5 1217.1967 RM 9 5.2 1216.9967 4.73 6.24 1223.61

19 0.037368 980.5 PH 13.5 6.32 1217.29999.5 RT 19 5.61 1218

1015.5 RM 16 6.14 0.7 1217.4720 0.0465 1029.5 RH 14 5.66 0.22 1217.95

1029.5 5.66 9.43 1227.381049.5 PT 20 8.5 1218.881066.5 PM 17 9.12 1218.26

135 0.024148 1074.5 PH 8 8.3 1219.081074.5 5.01 6.27 1228.641209.5 PT 135 6.3 1222.341220.5 PM 11 6.66 1221.98

38.5 0.023377 1226.5 PH 6 6.31 1222.331226.5 5.08 5.47 1229.03

1265 PT 38.5 5.8 1223.231269.5 PM 4.5 6.11 1222.92

35 0.016 1270.5 PH 1 5.28 1223.751305.5 PT 35 4.72 1224.311314.5 PM 9 5.05 1223.98

36 0.010278 1327 PH 12.5 4.66 1224.371327 4.53 6.96 1231.461363 PT 36 6.72 1224.74

1371.5 PM 8.5 7 1224.4658 0.039828 1376.5 PH 5 6.75 1224.71

1434.5 PT 58 4.44 1227.021448.5 PM 14 5.5 1225.96

76 0.035132 1459.5 PH 11 4.44 1227.021459.5 4.44 6.9 1233.921535.5 PT 76 4.23 1229.691543.5 PM 8 4.87 1229.05

25 0.038 1547.5 PH 4 4.25 1229.671572.5 RM 25 3.3 1230.62 0.023019

CU slope 0.011338Overall 0.019472

UP DNSlope 0.870696 1.214716Riffle Slope (Rs) 0.653004 0.835106 0.492534Riffle Length (Rl) 2.695238 2.050725 0.665634

Mill Creek

Downstream Crossing Upstream1 35 1 120 1 1602 150 2 8 2 0.0623 12 3 25 3 44 5 4 170 4 85 135 5 0.062 5 946 95 6 10 6 657 225 7 19 7 1718 125 8 135 8 509 10 9 20 9 75

10 40 10 2 10 10011 15 11 140 11 2012 50 12 55 12 14013 65 13 20 13 3414 175 14 8 14 15015 0.062 15 100 15 1016 5 16 110 16 417 9 17 95 17 14018 95 18 150 18 10019 70 19 115 19 21020 110 20 80 20 12021 25 21 75 21 822 135 22 35 22 3523 55 23 80 23 1524 165 24 7 24 4525 80 25 3 25 6126 60 26 118 26 6227 180 27 5 27 15828 0.062 28 8 28 4429 5 29 75 29 1630 8 30 35 30 3331 90 31 70 31 732 67 32 85 32 11833 105 33 110 33 4834 28 34 145 34 7735 140 35 90 35 9536 57 36 100 36 10537 158 37 105 37 1738 83 38 9 38 13539 34 39 25 39 19540 147 40 50 40 3541 15 41 145 41 1242 4 42 3 42 543 140 43 23 43 1244 96 44 130 44 3645 235 45 18 45 12246 130 46 10 46 647 11 47 0.062 47 3048 39 48 165 48 1749 14 49 25 49 0.06250 53 50 7 50 15051 132 51 4 51 1152 60 52 8 52 15553 143 53 75 53 3054 32 54 125 54 13555 100 55 12 55 1556 70 56 28 56 9557 87 57 165 57 8058 65 58 1 58 4559 175 59 11 59 16560 0.062 60 17 60 7061 5 61 140 61 9562 7 62 22 62 763 49 63 140 63 364 12 64 60 64 0.06265 38 65 18 65 15866 10 66 9 66 467 133 67 95 67 6068 190 68 112 68 4669 95 69 90 69 1470 145 70 145 70 3871 5 71 110 71 1072 16 72 85 72 12273 150 73 70 73 20074 36 74 28 74 375 75 75 30 75 12576 51 76 6 76 777 8 77 75 77 17078 4 78 40 78 4079 0.062 79 67 79 1880 168 80 88 80 35081 67 81 117 81 5782 85 82 148 82 11583 73 83 97 83 18084 95 84 113 84 9585 35 85 103 85 13786 140 86 7 86 687 62 87 19 87 1288 255 88 54 88 15389 77 89 143 89 3590 35 90 3 90 14291 148 91 19 91 1992 18 92 137 92 10593 6 93 18 93 7294 143 94 9 94 4895 93 95 0.062 95 16596 185 96 168 96 6097 130 97 27 97 9098 12 98 7 98 799 36 99 122 UP 0.79647 99 4

100 14 100 4 DN 0.901427 100 0.062

DN 2 3 4 DN 2 3 4 DN 2 3 41 165 200 205 185 1 180 200 135 190 1 210 230 300 2002 215 180 255 195 2 210 175 155 210 2 175 185 320 2903 235 160 185 170 3 160 180 170 175 3 160 168 280 3404 170 235 170 200 4 155 150 185 190 4 240 220 180 1805 180 190 180 180 5 170 175 160 150 5 150 170 175 190

<2 0.062 4 <2 0.062 4 <2 0.062 42 - 2.8 0.062 0 2 - 2.8 0.062 1 2 - 2.8 0.062 02.8 - 4 0.062 2 2.8 - 4 0.062 5 2.8 - 4 0.062 64 - 5.6 0.062 5 4 - 5.6 1 1 4 - 5.6 0.062 15.6 - 8 4 4 5.6 - 8 2 9 5.6 - 8 3 88 - 11.3 4 4 8 - 11.3 3 6 8 - 11.3 3 311.3 - 16 5 8 11.3 - 16 3 1 11.3 - 16 4 716 - 22.6 5 1 16 - 22.6 3 10 16 - 22.6 4 522.6 - 32 5 3 22.6 - 32 4 8 22.6 - 32 4 232 - 45.3 5 9 32 - 45.3 4 3 32 - 45.3 4 1145.3 - 64 5 9 45.3 - 64 5 4 45.3 - 64 5 964 - 90.5 6 14 64 - 90.5 6 14 64 - 90.5 6 790.5 - 128 7 10 90.5 - 128 7 18 90.5 - 128 6 15128 - 181 8 22 128 - 181 7 16 128 - 181 7 18181 - 256 8 5 181 - 256 7 0 181 - 256 7 3256 - 362 9 0 256 - 362 7 0 256 - 362 7 1362 - 512 10 0 362 - 512 8 0 362 - 512 7 0512 - 1024 10 0 512 - 1024 8 512 - 1024 8 01024 - 204 11 0 1024 - 204 8 0 1024 - 204 8 02048 - 409 12 0 2048 - 409 8 0 2048 - 409 10 0>4096 12 0 >4096 9 0 >4096 10 0

12 9 1114 9 1214 SUM 10 SUM 12 SUM15 100 10 100 12 100

Mill Creek x-sect

Upstream Invert DownstreamSTA EL STA EL 0 5.15

2 8.45 1 6.07 0 2 5.443 9.77 0.03 2 6.07 0 4 5.754 10.48 0 0.74 3 6.77 0.7 6 5.725 10.6 0.2 0.86 4 7.04 0 0.97 7 6.22 BnkF 06 10.57 0.12 0.83 5 7.2 0.23 1.13 8 6.47 0.257 10.55 0.06 0.81 6 7.39 0.4 1.32 9 6.8 0.588 10.56 0.06 0.82 7 7.46 0.49 1.39 9.7 6.93 0 0.719 10.58 0.09 0.84 8 7.34 0.38 1.27 11 7 0.09 0.78

9.6 10.49 0 0.75 9 7.33 0.35 1.26 12 7.1 0.7 0.8810 10.29 0.55 10 7.34 0.36 1.27 13 7.29 0.36 1.0711 10.07 0.33 11 7.05 0.08 0.98 14 7.18 0.26 0.9612 10.1 0.36 11.5 6.94 0 0.87 15 7.07 0.14 0.8513 9.74 BnkF 0 12 6.7 0.63 16 7.1 0.16 0.8814 9.65 13 6.09 0.02 17.3 6.92 0 0.715 9.55 14 6.09 0.02 18 6.55 0.3316 9.37 0.788667 19 6.24 BnkF 0.0217 9.1 Wetted Width 29.47598 20 5.4118 8.6 Bankful W/D 16.48352 21 5.419 8.15 BNKF W 14

0.6161540.576667 Mid Wetted Width 35.55556

Wetted Width 73.96226 STA EL Bankful W/D 19.47566Bankful W/D 17.34104 0 3 0.01 BNKF W 12

BNKF W 10 1 3 0.012 3.03 0 0.04

UP DN 3 3.03 0.01 0.04Bankfull W 1.4 1.166667 4 3.14 0.5 0.15Bankfull W/D 1.369662 1.219541 5 3.17 0.06 0.18Wetted W/D 0.431297 0.89718 6 2.96 -0.03

7 2.99 08 3 0 0.019 3.14 0.13 0.15

10 3.15 0.13 0.1611 3.14 0.14 0.15 wetted12 3.17 0.17 0.18

12.5 2.99 0 013 2.99 014 2.99 0


BNKF W 14

OutletSTA EL

0 5.23 01 5.27 0.042 5.47 0.243 5.56 0.334 5.78 0 0.555 5.96 0.18 0.73

6.5 5.85 0 0.627 5.77 0.548 5.56 0.339 5.61 0.38

10 5.62 0.3911 5.8 0 0.5712 6.14 0.3 0.91

12.5 5.8 0.03 0.57 Sheet flow over footer14 5.8 0.03 0.57 Sheet flow over footer

4.95


BNKF W 14

Mouse Ck pebble

Upstream Crossing Downstream1 50 1 475 1 1622 65 2 22 2 2563 52 3 37 3 4844 39 4 22 4 3775 196 5 235 5 66 73 6 1360 6 2547 146 7 6 7 4558 120 8 310 8 109 120 9 61 9 22

10 114 10 285 10 71411 148 11 390 11 7112 88 12 14 12 9613 90 13 142 13 23014 312 14 435 14 4215 45 15 220 15 15516 35 16 421 16 8117 27 17 25 17 26618 800 18 8 18 12019 147 19 95 19 21120 120 20 125 20 3821 37 21 296 21 1522 116 22 138 22 Si23 120 23 19 23 8924 38 24 138 24 1725 614 25 54 25 si26 92 26 333 26 36127 131 27 184 27 5328 197 28 42 28 4829 82 29 13 29 35030 75 30 79 30 12431 319 31 5 31 9932 769 32 18 32 5433 282 33 20 33 11934 660 34 470 34 8135 219 35 10 35 2236 15 36 525 36 22237 392 37 256 37 538 79 38 261 38 6539 100 39 295 39 6240 145 40 59 40 11041 44 41 15 41 16242 95 42 412 42 7943 443 43 68 43 65344 72 44 92 44 6645 130 45 118 45 12246 1655 46 149 46 100047 346 47 155 47 8348 75 48 498 48 20449 36 49 87 49 26750 84 50 116 50 26651 505 51 275 51 4052 462 52 235 52 11553 53 53 176 53 18254 6 54 144 54 150655 22 55 103 55 28256 1200 56 228 56 36357 511 57 66 57 8058 13 58 249 58 2059 869 59 191 59 12460 40 60 173 60 6461 316 61 12 61 5862 222 62 221 62 11863 31 63 286 63 8064 141 64 49 64 10965 856 65 84 65 38966 25 66 535 66 71167 405 67 203 67 13868 300 68 98 68 22569 643 69 20 69 770 43 70 261 70 11071 432 71 511 71 4872 4 72 383 72 1573 882 73 826 73 13974 33 74 605 74 16875 415 75 297 75 19076 276 76 118 76 1977 86 77 315 77 7278 583 78 133 78 4879 863 79 78 79 5880 105 80 532 80 17381 64 81 91 81 24882 44 82 27 82 31183 171 83 54 83 20784 117 84 7 84 30485 298 85 236 85 5786 27 86 22 86 8687 121 87 237 87 1588 611 88 554 88 7089 103 89 148 89 54390 522 90 124 90 4191 61 91 77 91 27392 394 92 53 92 33593 63 93 250 93 5294 100 94 349 94 8595 8 95 13 95 16196 120 96 96 96 6597 271 97 274 97 6298 600 98 491 98 42099 86 99 122 99 89

100 17 100 40 100 136

1 2 3 4 1 2 3 4 1 2 3 4 x/up 0.9544600 542 670 1200 570 755 642 595 452 752 543 1081 x/dn 1.064611500 433 492 1030 1333 585 684 772 522 753 561 450

1227 642 622 863 453 476 642 978 463 740 511 395842 611 774 629 310 1110 665 548 860 919 628 945620 560 739 768 533 711 561 786 492 635 565 610

AVE AVE AVE718.2 685.45 643.85 0.062

0.062<2 4 0 <2 5 0 <2 0.062 2 52 - 2.8 6 0 2 - 2.8 6 0 2 - 2.8 0.062 0 62.8 - 4 8 1 2.8 - 4 7 0 2.8 - 4 7 0 74 - 5.6 13 0 4 - 5.6 8 1 4 - 5.6 10 1 105.6 - 8 15 2 5.6 - 8 10 3 5.6 - 8 15 2 158 - 11.3 17 0 8 - 11.3 12 1 8 - 11.3 15 1 1511.3 - 16 22 2 11.3 - 16 13 5 11.3 - 16 15 3 1516 - 22.6 25 2 16 - 22.6 13 7 16 - 22.6 17 5 1722.6 - 32 27 4 22.6 - 32 14 2 22.6 - 32 19 0 1932 - 45.3 27 10 32 - 45.3 15 3 32 - 45.3 20 4 2045.3 - 64 31 7 45.3 - 64 18 6 45.3 - 64 22 12 2264 - 90.5 33 12 64 - 90.5 19 7 64 - 90.5 22 16 2290.5 - 128 35 15 90.5 - 128 20 12 90.5 - 128 38 12 38128 - 181 36 8 128 - 181 20 10 128 - 181 40 9 40181 - 256 37 4 181 - 256 22 13 181 - 256 41 11 41256 - 362 38 9 256 - 362 22 13 256 - 362 42 10 42362 - 512 39 9 362 - 512 22 10 362 - 512 48 6 48512 - 1024 40 13 512 - 1024 25 6 512 - 1024 48 5 481024 - 204 43 2 1024 - 204 27 1 1024 - 204 48 1 482048 - 409 44 0 2048 - 409 37 0 2048 - 409 52 0 52>4096 44 0 >4096 40 0 >4096 53 0 53

45 42 54 5450 49 57 5752 SUM 53 SUM 58 SUM 5853 100 54 100 58 100 58

970

980

990

1000

1010

1020

1030

1040

1050

1

27 35 8.6

7.7

117

125

4.5

8.3

193

208

8.8

7.5

263

7.8

312

339

5.2

363

6.5

9.5

4.5

5.8

0.5

542

603

615

8.5

663

712

728

Elev

atio

n

Mouse Creek Longitudinal

Bridge crossing

Crossing Inlet

Crossing Outlet

970

980

990

1000

1010

1020

1030

1040

1050

1

27 35

48.6

77.7

117

125

134.

5

178.

3

193

208

238.

8

247.

5

263

297.

8

312

339

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Crossing Inlet

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10

17 19 21 23 24.6 26 28 30 32 34 36 38 40 42 46

Elev

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Feet

Mouse Ck. Middle of Bridge X-sect

Water Surface

M Ck B id O tl t

=

970

980

990

1000

1010

1020

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1

27 35

48.6

77.7

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5

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3

193

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8

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Crossing Outlet

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Elev

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Feet


Water Surface

0

2

4

6

8

10

12

14

Elev

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n

Feet

Mouse Ck. Bridge Outlet

Water Surface

Feet

Mouse Bridge Inlet

970

980

990

1000

1010

1020

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1

27 35

48.6

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Bridge crossing

Crossing Inlet

Crossing Outlet

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10

17 19 21 23 24.6 26 28 30 32 34 36 38 40 42 46

Elev

atio

n

Feet


Water Surface

0

2

4

6

8

10

12

14

Elev

atio

n

Feet


Water Surface

0

2

4

6

8

10

12

1 4 8 10 12 13.1

15 17 19 21.3

23 25 27 28.6

30 32 34 36 38 40 42 44 48 52 56 58

Elev

atio

n

Feet

Mouse Bridge Inlet

Feet

Mouse D.S.

970

980

990

1000

1010

1020

1030

1040

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1

27 35

48.6

77.7

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125

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3

193

208

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8

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263

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Crossing Inlet

Crossing Outlet

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17 19 21 23 24.6 26 28 30 32 34 36 38 40 42 46

Elev

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Feet


Water Surface

0

2

4

6

8

10

12

14

Elev

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Feet


Water Surface

0

2

4

6

8

10

12

1 4 8 10 12 13.1

15 17 19 21.3

23 25 27 28.6

30 32 34 36 38 40 42 44 48 52 56 58

Elev

atio

n

Feet

Mouse Bridge Inlet

0123456789

0 4 8 12 14 16 18 20.3

22 24 26 28 30 31.5

33.5

35 37 39 41 43 45.3

47 49 51 52 54 56

Elev

atio

n

Feet

Mouse D.S.

Bankfull

Water surface

5 7 11 15 18 21 24 27 30 33 35 37 39 41 43 45 47 48.2

50 52.5

54 56 58 60 62 64 66 68 70

U.S.

970

980

990

1000

1010

1020

1030

1040

1050

1

27 35

48.6

77.7

117

125

134.

5

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3

193

208

238.

8

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5

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Crossing Inlet

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Feet


Water Surface

0

2

4

6

8

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Elev

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Feet


Water Surface

0

2

4

6

8

10

12

1 4 8 10 12 13.1

15 17 19 21.3

23 25 27 28.6

30 32 34 36 38 40 42 44 48 52 56 58

Elev

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Feet

Mouse Bridge Inlet

0123456789

0 4 8 12 14 16 18 20.3

22 24 26 28 30 31.5

33.5

35 37 39 41 43 45.3

47 49 51 52 54 56

Elev

atio

n

Feet

Mouse D.S.

Bankfull

Water surface

0

2

4

6

8

10

12

14

5 7 11 15 18 21 24 27 30 33 35 37 39 41 43 45 47 48.2

50 52.5

54 56 58 60 62 64 66 68 70

U.S.

Bankfull

Water surface

Mouse Creek Longitudinal from confluence of Panther Creek

X-Sec STA STA (ft) FS Water DeptHI FS BS Beginning El Comments Riffle SlopePH1 15.5 1 13.65 1013.65 1000 1PT2 16.5 11.73 0.5 1001.92 16.5 0.123871PM 27 12.45 1.28 1001.2 27PH 34.5 12.74 0.5 1000.91 34.5PT3 35 11.03 0.68 1002.62 35 3.42PM 44 11.45 1.11 1002.2 44PH 22.6 48.6 10.92 0.71 1002.73 48.6PT5 71.2 9.1 0.46 1004.55 71.2 0.080531PM 77.7 9.62 0.97 1004.03 77.7PH 35.2 81.8 8.8 0.3 1004.85 81.8PT7 117 6.2 0.45 1007.45 117 0.073864PM 121.1 6.61 0.89 1007.04 121.1PH 6 125 6.17 0.4 1007.48 125PT8 131 5.76 0.45 1007.89 131 0.068333PM 134.5 6.39 1.319 1007.26 134.5PH 41.5 136.8 5.51 0.45 1008.14 136.8

1020.48 5.28 12.11RT10 178.3 9.22 0.85 1011.26 178.3 0.075181RM 187.5 9.37 1.05 1011.11 187.5RH 193 9 0.7 1011.48 193PT11 195 7.48 0.45 1013 195 0.76PM 208 8.35 1.35 1012.13 208PH 25.3 213.5 7.53 0.52 1012.95 213.5PT13 238.8 5.68 0.5 1014.8 238.8 0.073123PM 246 6.4 1.28 1014.08 246 OverallPH 12.2 247.5 5.62 0.25 1014.86 247.5PT15 259.7 4.3 0.6 1016.18 259.7 Upstream edge of bridge 0.108197PM 263 4.61 0.9 1015.87 263PH 30.6 267.2 3.91 0.3 1016.57 267.2

1026.74 1.35 7.61PT17 297.8 8.9 0.7 1017.84 297.8 0.041503PM 304 9.42 1.58 1017.32 304PH 20 312 8.65 0.55 1018.09 312PT19 332 6.35 0.7 1020.39 332 0.115PM 339 7.35 1.7 1019.39 339PH 343 5.85 0.35 1020.89 343PT20 345.2 4.4 0.45 1022.34 345.2 0.659091PM 357.3 5.9 2.05 1020.84 357.3PH 30 363 5.05 1.1 1021.69 363

1033.12 2.05 8.43PT22 393 9.45 0.65 1023.67 393 0.066PM 396.5 9.92 1.15 1023.2 396.5PH 42.5 407 9.2 0.4 1023.92 407PT24 449.5 6.1 0.75 1027.02 449.5 0.072941PM 462 6.7 1.42 1026.42 462PH 27 464.5 5.93 0.5 1027.19 464.5

1040.44 2.83 10.15PT26 491.5 9.85 0.45 1030.59 491.5 0.125926PM 495.8 10.5 1.15 1029.94 495.8PH 12.1 498.4 10.05 0.75 1030.39 498.4PT28 510.5 8.3 0.3 1032.14 510.5 0.144628PM 530.5 9.9 1.94 1030.54 530.5PH 53 542 8.15 0.8 1032.29 542PT30 595 4.1 0.25 1036.34 595 0.076415PM 603 8.95 1.1 1031.49 603

1045.74 2.95 8.25PH 612 10.4 1.1 1035.34 612PT31 615 7.28 0.5 1038.46 615 1.04PM 625 7.92 1.15 1037.82 625PH 31.5 628.5 7.21 0.48 1038.53 628.5PT 660 5.25 0.35 1040.49 660 0.062222PM 663 6.5 1.65 1039.24 663PH 45.6 666.4 5.74 0.7 1040 666.4PT 712 2.25 0.3 1043.49 712 0.076535PM 718 4.31 2.35 1041.43 718PH 728 2.9 0.9 1042.84 728

AVE SLP 0.058927

Mouse cross sections

Bridge Center Water Depth Comments: Bridge Outlet Water Depth Comments:17 4.8 Rip rap up to bridge ceiling 0 3.33 bridge length footer to footer=58'19 6.52 bnk? 0.47 4 3.6 Height at thalweg=9.621 7.25 1.2 8 5.09 Height at midpoint=9.323 6.47 0.42 10 6.2

24.6 7.55 0 1.5 12 7.3526 8.19 0.65 2.14 14 8.3828 8.45 1.02 2.4 16 8.530 7.92 0.43 1.87 18 10 bnk? 0.632 8.68 1.2 2.63 20 10.6 1.234 7.8 0.32 1.75 22.3 10.91 0 1.5136 7.55 0 1.5 24 11.75 0.9 2.3538 6.98 0.93 26 10.95 0.04 1.5540 6.05 bnk? 0 28 10.84 0 1.4442 5.65 30 10.82 0.48 1.4246 4.62 Rip rap up to bridge ceiling 32.1 10.33 0 0.93

34 9.91 0.51Wetted Width 22.0441989 36 9.58 0.18Bankful W/D 14.99107674 1.400833333 38 9.4 bnk? 0BnkF 21 40 8.6

42 7.6546 6.0750 3.954 3.0258 2.35

Wetted Width 32.53521127Bankful W/D 18.81950385 1.062727273

Bridge inlet BnkF 20Station Elevation Water Depth Comments: D.S.

1 2.68 Bridge length(footer to footer)=58' Station Elevation Comments Water Depth4 3.25 Bridge Height at thalweg=8.25 0 1.05 floodplain terrace8 3.81 Bridge Height at midpoint=7.0 4 1.72

10 5.25 8 2.8412 5.98 12 3.2

13.1 7.19 bnkf? 0.33 14 7.4 L. BNKF 215 7.78 0.92 16 7.82 2.4217 8.5 1.64 18 8.08 2.6819 8.61 1.75 20.3 8.1 L. Water edge 2.7

21.3 9.05 0 2.19 22 7.45 0 2.0523 9.8 0.85 2.94 24 7.45 0.2 2.0525 9.15 0.6 2.29 26 7.52 0.25 2.1227 8.77 0.29 1.91 28 7.4 0.18 2

28.6 8.53 0 1.67 30 8 0.63 2.630 8.2 1.34 31.5 8.05 Thalweg 0.66 2.6532 7.63 0.77 33.5 7.75 0.35 2.3534 7.95 1.09 35 7.35 R. Water edge 0 1.9536 7.78 0.92 37 7.12 1.7238 7.96 1.1 39 6.63 1.2340 8.13 1.27 41 6.58 1.1842 6.86 bnkf? 0 43 5.67 0.2744 5.74 45.3 5.4 R. BNKF 048 3.45 47 5.252 2.15 49 2.5356 1.71 51 2.0458 1.73 52 2.1

54 1.75Wetted Width 20.97701149 56 1.4Bankful W/D 20.89471306 1.383125BnkF 28.9 Wetted Width 45.81497797

Bankful W/D 16.6437285 1.880588U.S. BNKF W 31.3Station Elevation Water Depth Comments:

5 6.377 6.6

11 6.45 BNKF 18.2350978815 6.3518 6.05 x/up 1.18455774721 6.06 x/dn 1.09561375624 6.0527 6.130 6.2 Wtted 25.1854738933 6.935 7.8 x/up 0.65223919537 9.7 x/dn 0.54972140139 10.46 L. BNKF 0.3441 10.77 0.65 Wetted Width43 11.05 0.93 Upstream Culvert Ave. Downstream

45 11.25 1.13 38.61386139 25.18547389 45.8149847 11.57 1.45

48.2 12.02 0 L. Water edge 1.9 Bankfull W/D50 12.2 0.19 2.08 Upstream Culvert Ave. Downstream

52.5 12.73 0.62 Thalweg 2.61 15.39401344 18.23509788 16.6437354 12.52 0.2 2.456 12 0 R. water edge 1.88 UP DN58 11.12 1 Bankfull W 1.10952381 0.74440960 10.12 R. Bankf 0 Bankfull W/D 1.184557747 1.09561462 8.84 Wetted W/D 0.652239195 0.54972164 7.3466 6.2368 4.6270 3.04

Wetted Width 38.61386139Bankful W/D 15.39401344 1.364166667BnkF 21

Quitter Ck longitudinal

Riffle slope STA STA (ft) FS Water DeptHI FS BS Beginning El Comments0 PT 0 11.9 1.2 1500 1511.9

30 PM 30 16.2 5.5 1495.719.5 0.14359 43 PH 13 11.9 1.2 1500

62.5 TP CA 19.5 9.1 1.4 1502.832 0.01875 94.5 PT 32 8.5 1.3 1503.4

110.5 PM 16 9.2 2 1502.755.5 0.052252 126.5 PH 16 8.5 1.2 1503.4

182 PT 55.5 5.6 1.3 1506.3188 PM 6 6.58 2.4 1505.32

28 0.0925 193 PH 5 5.6 1.3 1506.3 X-sect193 1.2 10.03 1520.73221 PT 28 11.84 1.4 1508.89231 PM 10 12.4 2 1508.33

80 0.04625 239.5 PH 8.5 11.7 1.3 1509.03319.5 PT 80 8 1.2 1512.73335.5 PM 16 9 2.2 1511.73

36 0.081944 338 PH 2.5 7.9 1.3 1512.83338 3.15 11.8 1529.38374 PT 36 13.6 1.3 1515.78380 PM 6 14.8 1514.58

66 0.082576 387 PH 7 13.7 1.3 1515.68453 PT 66 8.25 1.3 1521.13460 PM 7 9.34 2.6 1520.04

15 0.073333 465 PH 5 8.15 1.3 1521.23480 PT 15 7.05 1.5 1522.33491 PM 11 7.68 2.4 1521.7

34 0.071471 496 PH 5 6.95 1.4 1522.43496 3.7 9.05 1534.73530 PT 34 9.87 1.3 1524.86535 PM 5 10.1 1.7 1524.63

38 0.051316 536.5 PH 1.5 9.6 1.2 1525.13574.5 PT 38 7.65 1.3 1527.08584.5 PM 10 8.15 2 1526.58

17.5 0.045714 589.5 PH 5 7.15 1.1 1527.58607 PT 17.5 6.35 1.6 1528.38616 PM 9 6.66 1.9 1528.07

30 0.057333 621 PH 5 6.15 1.5 1528.58651 PT 30 4.43 1.2 1530.3 13.5- CU outlet

657.5 PM 6.5 4.9 1.8 1529.8317.5 0.06 661.5 PH 4 4.85 1.1 1529.88

679 PT 17.5 3.8 1.4 1530.93687 PM 8 4.4 2 1530.33

19 0.063158 692 PH 5 3.75 1.3 1530.98711 PT 19 2.55 1.3 1532.18720 PM 9 3.25 2 1531.48 CU slope 0.023014

32 0.090625 724 PH 4 2.75 1.6 1531.98 Rs AVE 0.071261724 0.85 9.7 1543.58 Rl Ave 22.83333756 PT 32 8.7 1.7 1534.88763 PM 7 9 2 1534.58

11 0.140909 766 PH 3 8.9 1.6 1534.68777 PT 11 7.35 1.3 1536.23787 PM 10 8.1 2 1535.48

57 0.055263 790 PH 3 7.25 1.4 1536.33847 PT 57 4.1 1.2 1539.48854 PM 7 5.9 2 1537.68

22.5 0.071111 859 PH 5 4 1.2 1539.58859 1.65 8.9 1550.83

881.5 PT 22.5 9.65 1.5 1541.18888.5 PM 7 10.45 2.4 1540.38

125 0.038 892.5 PH 4 9.6 1.4 1541.231017.5 PT 125 4.85 1.4 1545.981035.5 PM 18 6.45 3 1544.38

89 0.100337 1055.5 PH 20 4.7 1.4 1546.131055.5 3.1 13.28 1561.01 Bottom of Cascade1144.5 PT 89 5.95 1.2 1555.061156.5 PM 12 7.25 2.5 1553.76

50 0.042 1163 PH 6.5 5.85 1.2 1555.161163 2.1 9.85 1568.761213 PT 50 11.5 1.2 1557.261233 PM 20 13.8 3.5 1554.96

55 0.087273 1259 PH 26 11.4 1.3 1557.361314 PT 55 6.6 1.8 1562.161320 PM 6 8.3 3.5 1560.46

70 0.054286 1324 PH 4 6.4 1.7 1562.361394 PT 70 2.6 1.2 1566.161408 PM 14 3.8 2.4 1564.961421 PH 13 2.5 1.2 1566.26


Quitter Ck Pebble Count

Downstream Crossing1 123 1 160 1 1802 130 2 235 2 1403 290 3 225 3 1354 125 4 830 4 905 70 5 270 5 1606 130 6 260 6 357 285 7 185 7 2808 192 8 550 8 1159 185 9 170 9 105

10 204 10 40 10 10011 141 11 125 11 2012 35 12 8 12 4513 4 13 30 13 514 95 14 75 14 815 174 15 150 15 4016 254 16 800 16 18517 65 17 320 17 29018 43 18 55 18 15019 44 19 180 19 14020 145 20 95 20 16521 6 21 290 21 24022 35 22 260 22 7523 55 23 255 23 21024 75 24 280 24 15525 180 25 470 25 9026 25 26 160 26 19527 80 27 15 27 13028 320 28 20 28 829 65 29 10 29 3530 270 30 30 30 1031 240 31 125 31 8532 125 32 160 32 18033 5 33 45 33 28034 170 34 400 34 44535 550 35 180 35 15036 290 36 250 36 17037 325 37 170 37 10038 140 38 600 38 15039 250 39 230 39 20040 190 40 240 40 7041 610 41 165 41 23542 190 42 80 42 743 130 43 150 43 544 140 44 650 44 5045 15 45 300 45 2046 120 46 60 46 9547 85 47 175 47 17548 460 48 405 48 13549 6 49 270 49 14050 90 50 280 50 9551 10 51 180 51 16552 52 52 100 52 9053 210 53 285 53 13554 185 54 270 54 17055 30 55 250 55 9056 45 56 235 56 2557 8 57 500 57 4558 12 58 335 58 459 7 59 480 59 860 4 60 150 60 19061 90 61 80 61 12562 28 62 35 62 1063 65 63 10 63 3064 280 64 130 64 865 50 65 45 65 9066 20 66 170 66 17067 180 67 270 67 25068 200 68 190 68 16069 175 69 260 69 21070 405 70 275 70 18071 40 71 480 71 42072 100 72 230 72 8573 52 73 220 73 17074 80 74 160 74 10575 10 75 75 75 4076 6 76 155 76 28577 125 77 225 77 40078 270 78 200 78 3579 115 79 320 79 1080 65 80 280 80 781 80 81 270 81 4582 120 82 190 82 2083 285 83 250 83 27584 170 84 165 84 12085 210 85 50 85 10086 156 86 130 86 9587 42 87 11 87 16088 6 88 150 88 32089 106 89 300 89 20590 200 90 60 90 8091 215 91 180 91 23592 60 92 260 92 17093 28 93 250 93 14594 55 94 100 94 15095 152 95 30 95 29596 8 96 7 96 19097 45 97 140 97 598 60 98 160 98 1099 78 X-ing/UpStrm 1.591286 99 350 99 35

100 192 X-ing/DwnStrm 1.21169 100 230 100 50

DN 2 3 4 DN 2 3 4 DN 2 3 41 655 1180 470 650 1 1250 880 650 830 1 415 650 1200 3502 910 460 630 880 2 730 600 580 800 2 360 410 850 4003 420 510 500 760 3 680 610 920 1150 3 330 360 420 3204 510 450 480 550 4 750 720 570 900 4 490 520 500 4505 1020 490 705 430 5 500 850 550 820 5 280 435 380 520

633 767 482

<2 4 0 <2 7 0 <2 4 0 X-ing/UpStrm2 - 2.8 4 0 2 - 2.8 8 0 2 - 2.8 5 0 X-ing/DwnStrm2.8 - 4 5 2 2.8 - 4 10 0 2.8 - 4 5 14 - 5.6 6 1 4 - 5.6 10 0 4 - 5.6 5 35.6 - 8 6 5 5.6 - 8 11 1 5.6 - 8 7 28 - 11.3 6 4 8 - 11.3 15 4 8 - 11.3 7 811.3 - 16 6 2 11.3 - 16 20 1 11.3 - 16 8 016 - 22.6 7 1 16 - 22.6 30 1 16 - 22.6 8 322.6 - 32 8 4 22.6 - 32 30 3 22.6 - 32 8 232 - 45.3 8 8 32 - 45.3 30 4 32 - 45.3 8 945.3 - 64 10 7 45.3 - 64 35 4 45.3 - 64 10 264 - 90.5 10 13 64 - 90.5 40 4 64 - 90.5 10 1090.5 - 128 12 10 90.5 - 128 45 5 90.5 - 128 10 11128 - 181 15 15 128 - 181 45 23 128 - 181 10 27181 - 256 20 15 181 - 256 50 18 181 - 256 20 12256 - 362 25 9 256 - 362 55 21 256 - 362 20 7362 - 512 28 4 362 - 512 60 6 362 - 512 20 3512 - 1024 28 0 512 - 1024 60 5 512 - 1024 25 01024 - 204 30 0 1024 - 204 75 1024 - 204 30 02048 - 409 35 0 2048 - 409 75 2048 - 409 35 0>4096 35 0 >4096 80 >4096 35 0

40 80 3542 SUM 95 SUM 35 SUM43 100 100 100 40 10044 100 40

Quitter x-sect AVE BNKF w/d 17.81587Wtted w/d 17.83991

Downstream Crossing outlet UpstreamSTA EL WS COMMENTS: STA EL WS COMMENTS: STA EL WS COMMENTS:

0 6.15 Top of Bank 0 4.15 0 2.55 Top of Bank2 9.16 0 BNKF 2 5.53 0 0.73 4 5.2 Sand bar4 9.7 0.54 4 5.97 0.4 1.17 6 5.1 0 BNKF-LB6 9.85 0.69 6 6.12 0.6 1.32 8 5.3 0.28 10.6 0 1.44 8 6.05 0.65 1.25 11.5 6.05 0 0.95 water edge

12 10.76 0.55 1.6 10 6.73 1.45 1.93 15.5 6.75 0.75 1.6516 11.3 1 2.14 12 6.6 1.4 1.8 19.5 6.77 0.8 1.6718 11.8 1.15 2.64 14 6.4 1.2 1.6 23 6.35 0.3 1.2520 12.14 1.9 2.98 16 6.1 0.85 1.3 27 7.25 1 2.1524 11.35 1.1 2.19 18 5.71 0.5 0.91 31 7 0.6 1.9

26.5 11.35 1.1 2.19 20 5.85 0.7 1.05 35 7.1 0.7 226.6 10.25 0 1.09 22 4.8 0 0 39 7.4 1 2.3

31 9.35 0.19 BNKF 24 4 41 6.2 0 1.1 water edge38 7.51 Top of Bank 44 5.8 0.7 BNKF-RB

Wtted Width:Depth 15.2381 1.187273 46 3.95Wtted Width:Depth 21.88235 1.474167 Bankful W/D 18.52986 51 3.1 Top of BankBankful W/D 19.67213

Crossing Mid Wtted Width:Depth 51.5534 1.3225STA EL WS COMMENTS: Bankful W/D 28.73346

BNKF dn 29 29 0 4.1 LB top of footerswCrossing 24 32 2 5 0.7BNKF up 31.66667 34 4 5 0.7

34 6 5.18 0 0.8829 8 6.14 1 1.8432 10 6.01 0.95 1.71

UP DN 12 6.85 1.4 2.55BnkFw X-ing/UpStrm 0.757895 0.827586207 14 6.93 1.8 2.63BnkF W/D X-ing/UpStrm 0.620039 0.905640183 16 6.55 1.3 2.25WTTD w/d X-ing/UpStrm 0.346047 0.815264783 18 6.9 1.6 2.6

20 5.59 0.2 1.2922 4.3 0 Boulder24 4.2 RB top of footer


Crossing InletSTA EL WS COMMENTS:

0 5.95 0 LB Top of footer0.5 7.36 1 1.48

2 7.28 0.9 1.44 7.25 0.8 1.376 7.1 0.8 1.228 7.85 1.3 1.97

10 7.1 0.5 1.2212 7.4 0.6 1.5214 7.42 1.3 1.5416 7.3 1.4 1.4218 5.98 0.1 0.1 Boulder21 5.88 0 0 water edge24 5.8


Roaring Ck Profile

Rl Riffle Slope STA STA (ft) FS Water Depth HI FS BS Beginning El Comments Rl0 PT 0 9.8 1.9 2600 2609.8 0.013321

27.5 PM 11.2 3.5 2598.626 0.015385 56 PH 28.5 8.55 1 2601.25 bnkF 35 0

82 PT 26 8.15 1.5 2601.65 BnkF 34132 PM 50 10.2 3 2599.6132 5.36 8.14 2612.58 0.946372

176 0.005398 154 PH 22 12.05 2.2 2600.53 0330 PT 176 11.1 1.45 2601.48 BnkF 33 0.649819341 PM 11 11.82 3.4 2600.76

38 0.032632 373 PH 32 9.85 1.5 2602.73 0373 5.65 8.84 2615.77

17.5 0.051429 411 BTM CA 38 11.8 1 2603.97 0428.5 TOP CA 17.5 10.9 1.9 2604.87

71 0.037606 499.5 PT 71 8.23 1.6 2607.54 BnkF 33.5 0531.5 PM 32 9.51 3 2606.26

204.5 0.015892 563 PH 31.5 8.45 2.1 2607.32 BnkF 23 0767.5 RT 204.5 5.2 2.2 2610.57767.5 2.85 5.69 2618.61796.5 Outlet 29 8 2610.61796.5 68 0.013235827.5 RM 31 8.1 2.2 2610.51

236 0.024449 864.5 CU RH 37 7.1 1.6 2611.51 0864.5 3.03 7.8 2623.38

1100.5 RT 236 6.1 1.45 2617.28 BM held on nail RB tamarack tag #25 Elev. 0.01116.5 RM 16 6.67 2.1 2616.71

67 0.013134 1155.5 RH 39 5.33 1.65 2618.05 BnkF 49 01155.5 3.15 10.2 2630.43 Multiple braids loads of LWD blowdown1222.5 RT 67 11.5 1.9 2618.93 BnkF 36.51245.5 RM 23 12.51 2.1 2617.92

321 0.015483 1269.5 RH 24 11.8 1.4 2618.63 01269.5 4.5 7.82 2633.751590.5 PT 321 10.15 1.65 2623.6 0.012898 BnkF 53

up ave slp 0.016653 CU slope 0.009691dn ave slp 0.013772 Overall 0.014838

UP DNSlope 0.794774485 0.96103 Xing/up 0.751338Riffle Slope (Rs) 0.748230934 0.763872 Xing/dn 0.727489Riffle Length (Rl) 0.326923077 0.659554

Roaring x-sect

Downstream Crossing Upstreamfloodplain Outlet floodplain

0 5.5 BnkF 0.1 0 4.56 0.6 0.06 0 3.75 BnkF 0.151 6.65 0 1.25 2 5.25 1.2 0.75 1 4.73 0 1.133 8.15 1.5 2.75 4 5.52 1.5 1.02 3 5.58 0.8 1.985 8.38 1.7 2.98 6 5.75 1.8 1.25 5 5.65 0.9 2.057 8.45 1.8 3.05 8 5.53 1.6 1.03 7 5.8 1.1 2.29 8.58 1.9 3.18 10 5.68 1.7 1.18 9 5.71 1 2.11

11 8.6 2 3.2 12 6.18 2 1.68 11 6.23 1.5 2.6313 8.85 2.2 3.45 14 5.8 1.8 1.3 13 6.4 1.7 2.815 8.5 1.85 3.1 16 5.62 1.6 1.12 15 6.55 1.8 2.9517 8.34 1.7 2.94 18 5.55 1.5 1.05 17 6.67 1.9 3.0719 8.1 1.5 2.7 20 5.53 1.5 1.03 19 6.5 1.75 2.921 8.55 1.8 3.15 22 5.21 1.2 0.71 21 6.83 2 3.2322 8.32 1.6 2.92 24 5.1 1.1 0.6 23 6.95 2.1 3.3525 8.43 1.7 3.03 25.5 4.5 0.5 0 25 6.9 2.1 3.327 6.7 0 1.3 27 6.42 1.7 2.8228 5.4 BnkF 0 21.90677 Wtted Width:Depth 18.21429 0.912857 29 6.25 1.5 2.6532 floodplain 29.22708 Bankful W/D 27.93427 31 6.08 1.3 2.48

Wtted Width:Depth 17.12941 2.44375 33 5.87 1.1 2.27Bankful W/D 11.4578 Mid 35 4.81 0 1.21

0 6.1 0.4 0.1 36.5 3.6 BnkF 02 6.52 0.8 0.52 floodplain4 7.3 1.6 1.3 Wtted Width:Depth 13.56082 2.2646 7.55 2 1.55 Bankful W/D 13.030048 7.8 2.2 1.8

BnkFw X-ing/UpStrm 0.69863 0.910714 10 7.65 2 1.65X-ing/Dwn Strm 12 7.5 1.8 1.5

BnkF W/D X-ing/UpStrm 2.243054 2.550845 14 7.35 1.7 1.35X-ing/Dwn Strm 16 7 1.3 1

WTTD w/d X-ing/UpStrm 1.615445 1.278898 18 6.82 1.1 0.82X-ing/Dwn Strm 20 6.74 1 0.74

22 6.85 1.2 0.850.7 24 6.4 0.75 0.40.9 25.5 6 0.35 01.31.1 Wtted Width:Depth 19.61538 0.970.8 Bankful W/D 26.288660.9

Inlet0 6.7 0.2 0.052 7.25 0.8 0.64 7.65 1.2 16 7.88 1.4 1.238 8.05 1.5 1.4

10 8.1 1.6 1.4512 7.97 1.45 1.3214 7.45 1 0.816 7.58 1.1 0.9318 7.3 0.85 0.6520 7.24 0.7 0.5922 7.15 0.6 0.524 6.8 0.3 0.15

25.5 6.65 0.1 0


Stevens Ck Profile

Rl Riffle slope STA STA (ft) FS Water DepHI FS BS Beginning El Comments0 PT 0 7.45 0.55 800 807.45

70 PM 70 9.35 2.4 798.117.5 0.038857 115 PH 45 7.4 0.5 800.05

132.5 PT 17.5 6.72 0.55 800.73162.5 PM 30 8.55 2.35 798.9

10.5 0.042857 220.5 PH 58 6.7 7 800.75231 PT 10.5 6.25 0.55 801.2

247.5 PM 16.5 7.98 2.35 799.4730 0.006667 291 PH 43.5 6.24 0.6 801.21

321 PT 30 6.04 0.7 801.41367 PM 46 7.16 2.1 800.29

18 0.048889 391 PH 24 6.18 1.35 801.27391 4.5 9.2 812.15409 PT 18 10 0.82 802.15

427.5 PM 18.5 11.72 2.5 800.43100 0.015 442.5 PH 15 9.95 0.8 802.2

542.5 PT 100 8.45 0.75 803.7566.5 PM 24 9.35 1.65 802.8

69 0.012899 585.5 PH 19 8.35 0.8 803.8654.5 PT 69 7.46 0.8 804.69

665 PM 10.5 8.62 2 803.530.00847 684.5 PH 19.5 7.8 1.3 804.35 CU Slope 0.00847 Outlet Rl 70

183 867.5 cu inlet 183 6.25 1.2 805.9 Inlet 0.008470.008387 867.5 6.25 6.7 812.6

929.5 PT 62 6.18 0.9 806.42949.5 PM 20 6.84 1.6 805.76

108 0.04287 977.5 PH 28 8.94 0.55 803.661085.5 PT 108 4.31 0.6 808.291115.5 PM 30 5.1 1.4 807.5

37.5 0.012 1133.5 PH 18 4.2 0.55 808.41171 PT 37.5 3.75 0.6 808.851198 PM 27 4.75 1.6 807.85

56 0.019286 1236 PH 38 3.9 0.8 808.71236 3.05 6.3 815.851292 PT 56 6.07 0.8 809.781324 PM 32 8.5 3.3 807.35

160 0.018688 1371 PH 47 5.98 0.7 809.871371 3.8 7.72 819.771531 PT 160 6.91 1 812.86

1553.5 PM 22.5 7.32 1.5 812.4548 0.020417 1571.5 PH 18 6.69 1 813.08

1619.5 PT 48 5.71 0.55 814.061629.5 PM 10 6.3 1.1 813.471634.5 PH 5 5.65 0.55 814.12


Stevens Creek

Downstream Crossing Upstream1 35 1 8 1 3002 10 2 120 2 0.0623 12 3 28 3 0.0624 50 4 160 4 105 160 5 55 5 56 65 6 175 6 97 5 7 15 7 48 30 8 130 8 69 25 9 170 9 22

10 190 10 30 10 4011 12 11 200 11 5012 7 12 5 12 2513 0.062 13 8 13 1514 50 14 100 14 2815 30 15 30 15 6516 15 16 10 16 5217 5 17 40 17 2518 7 18 0.062 18 6219 4 19 280 19 31020 45 20 30 20 521 50 21 15 21 722 25 22 40 22 623 15 23 110 23 3124 60 24 8 24 20025 250 25 250 25 2526 140 26 8 26 5027 60 27 120 27 1528 25 28 28 28 3029 15 29 160 29 2530 50 30 55 30 6531 15 31 175 31 2532 7 32 15 32 6033 4 33 130 33 1034 45 34 170 34 435 30 35 30 35 736 6 36 200 36 3537 0.062 37 5 37 2038 195 38 8 38 19539 35 39 100 39 0.06240 150 40 30 40 541 15 41 10 41 1042 12 42 40 42 20043 65 43 0.062 43 2544 35 44 280 44 3045 20 45 30 45 846 55 46 15 46 647 15 47 40 47 6548 65 48 110 48 5049 170 49 8 49 2550 35 50 250 50 4051 30 51 180 51 27052 140 52 15 52 3553 7 53 60 53 2554 160 54 10 54 1055 50 55 120 55 856 20 56 30 56 557 60 57 135 57 0.06258 35 58 350 58 18059 15 59 40 59 6060 400 60 30 60 5561 135 61 170 61 6562 180 62 15 62 3063 8 63 10 63 2564 40 64 8 64 1565 6 65 105 65 18566 55 66 185 66 2567 20 67 30 67 868 130 68 200 68 1069 200 69 45 69 3570 12 70 115 70 5071 20 71 12 71 6072 40 72 190 72 15073 5 73 10 73 6574 8 74 30 74 5075 35 75 0.062 75 1576 25 76 30 76 2577 0.062 77 40 77 1578 175 78 10 78 6579 3 79 15 79 3080 60 80 180 80 5581 10 81 190 81 2582 35 82 135 82 6083 120 83 5 83 2584 11 84 30 84 19085 30 85 170 85 886 18 86 125 86 5087 60 87 10 87 3088 160 88 110 88 789 25 89 0.062 89 6590 8 90 40 90 2591 45 91 10 91 17092 55 92 8 92 0.06293 210 93 30 93 594 170 94 5 94 1095 35 95 150 95 2096 50 96 30 96 3597 125 97 10 97 1098 15 98 120 98 899 35 X-ing/UpStrm 1.214116 99 60 99 6

100 12 X-ing/DwnStrm 1.541793 100 175 100 55

DN 2 3 4 DN 2 3 4 DN 2 3 41 240 205 230 300 1 470 270 525 345 1 190 180 500 3102 190 190 195 270 2 510 330 535 410 2 210 210 450 4203 310 175 180 400 3 240 180 540 610 3 170 170 240 2804 280 170 150 500 4 200 270 460 350 4 185 165 170 7005 400 180 200 200 5 220 280 320 590 5 145 190 220 1200

248.25 382.75 315.25

<2 0.062 3 <2 0.062 4 <2 0.062 52 - 2.8 0.062 0 2 - 2.8 0.062 0 2 - 2.8 0.062 02.8 - 4 0.062 1 2.8 - 4 0.062 0 2.8 - 4 0.062 24 - 5.6 3 5 4 - 5.6 0.062 4 4 - 5.6 0.062 55.6 - 8 4 6 5.6 - 8 5 8 5.6 - 8 0.062 78 - 11.3 4 6 8 - 11.3 5 9 8 - 11.3 4 1311.3 - 16 5 13 11.3 - 16 5 8 11.3 - 16 4 516 - 22.6 5 5 16 - 22.6 5 0 16 - 22.6 5 322.6 - 32 5 10 22.6 - 32 8 16 22.6 - 32 5 2132 - 45.3 6 14 32 - 45.3 8 8 32 - 45.3 5 645.3 - 64 6 14 45.3 - 64 8 4 45.3 - 64 5 1564 - 90.5 7 3 64 - 90.5 8 0 64 - 90.5 5 790.5 - 128 7 2 90.5 - 128 8 12 90.5 - 128 6 0128 - 181 7 12 128 - 181 8 16 128 - 181 6 3181 - 256 7 5 181 - 256 8 8 181 - 256 6 5256 - 362 8 0 256 - 362 8 3 256 - 362 6 3362 - 512 8 1 362 - 512 10 0 362 - 512 7 0512 - 1024 8 0 512 - 1024 10 0 512 - 1024 7 01024 - 204 10 0 1024 - 204 10 0 1024 - 204 7 02048 - 409 10 0 2048 - 409 10 0 2048 - 409 8 0>4096 11 0 >4096 10 0 >4096 8 0

12 10 812 10 812 SUM 10 SUM 8 SUM12 100 10 100 9 100

AVE BNKF w/d 21.53652Wtted w/d 36.26506


0 3.2 0 5.56 0 3.452 5.25 BNKF 0 3 6.96 BNKF 0.21 3 4.5 BNKF 0.1

2.6 7.1 0 1.85 5 7.85 0 1.1 3.5 6.3 0.8 1.95 6.1 1 0.85 7 8.8 0.95 2.05 7.5 6.25 0.75 1.857 6.45 0.6 1.2 11 8.7 0.9 1.95 11.5 6.43 1 2.039 6.15 0.9 0.9 15 8.75 1 2 15.5 5.8 0.3 1.4

13 6.1 1 0.85 19 8.5 0.65 1.75 19.5 5.94 0.45 1.5416 6.5 0.5 1.25 23 8.5 0.65 1.75 23.5 6.25 0.75 1.8519 6.9 0.2 1.65 26.5 7.85 0 1.1 25 5.5 0 1.121 7.15 0.1 1.9 31.5 6.75 BNKF 0 26.5 4.4 BNKF 024 7.2 0 1.95 32 3 28.5 1.2

26.5 5.35 BNKF 0.128 4.4 Wtted Width:Depth 36.26506 1.323333 Wtted Width:Depth 37.16049 1.307778

Bankful W/D 21.53652 Bankful W/D 17.96941Wtted Width:Depth 44.7907 1.136364Bankful W/D 21.56

2825

BNKF dn 24.5 18.5Crossing 28.5 23BNKF up 22.16667 25

BnkFw X-ing/UpStrm 1.285714 1.163265BnkF W/D X-ing/UpStrm 1.19851 0.998911WTTD w/d X-ing/UpStrm 0.975904 0.809656

Stilwell Ck.Longitudinal (Lower Culvert) 9/03/08

X-Sec STA STA (ft) FS Water DeptHI FS BS Beginning El16.5 PH 0 0 8.95 308.95 300 0

PT 16.5 16.5 8.55 300.4 16.53.3 PH 13 29.5 8.4 300.55 29.5

PT 3.3 32.8 8 300.95 32.8PM 16.5 49.3 8.8 300.15 49.3

8 PH 16.5 65.8 6.6 302.35 65.8PT 8 73.8 6.3 302.65 73.8PM 10 83.8 6.9 302.05 83.8

8 PH 14.5 98.3 5.87 303.08 98.3PT 8 106.3 5.77 303.18 106.3PT 15.5 121.8 5.27 303.68 121.8PM 6.5 128.3 7.8 301.15 128.3

128.3 311.28 5.27 7.6 128.336.5 PH 3.5 131.8 7.37 303.91 131.8

PT 36.5 168.3 5.6 305.68 168.3PM 7 175.3 6.11 305.17 175.3

5.5 PH 18 193.3 5.5 305.78 193.3PT 5.5 198.8 4.7 306.58 198.8PM 6.5 205.3 5.48 305.8 205.3

27 PH 2.8 208.1 4.79 306.49 208.1208.1 317.94 1.4 8.06 208.1

9 PT 27 235.1 7.94 310 235.1PM 9 244.1 10.25 307.69 244.1PH 11.5 255.6 7.95 309.99 255.6

19 RH 38.5 294.1 6.41 311.53 294.1PT 19 313.1 5.96 311.98 313.1

132 PH 10.5 323.6 6 311.94 323.6STEP 7 330.6 10.08 307.86 330.6

330.6 323.54 3.1 8.7 330.6PT 125 455.6 4.7 318.84 455.6

455.6 335.62 4.7 16.78 455.6PM 10 465.6 17.7 317.92 465.6

19 PH 9 474.6 16.55 319.07 474.6PT 19 493.6 15.65 319.97 493.6PM 7 500.6 16.6 319.02 500.6PH 16 516.6 15.5 320.12 516.6CUOUTLET 28 544.6 13.6 322.02 544.6

629.6 339.23 1.39 5 335.62 629.6Road Center 629.6 2.28 336.95 629.6CU Inlet 85 14.46 324.77 629.6

629.6 333.47 14.46 8.7 629.6PT 9.5 639.1 9 324.47 639.1PM 10 649.1 9.6 323.87 649.1

56.5 PH 5 654.1 8.77 324.7 654.1PT 56.5 710.6 6.84 326.63 710.6

60.5 PH 5 715.6 7.12 326.35 715.6PM 5.5 721.1 7.75 325.72 721.1PT 55 776.1 4.1 329.37 776.1PM 8.5 784.6 4.92 328.55 784.6

41 PH 11.5 796.1 3.9 329.57 796.1PT 41 837.1 2.64 330.83 837.1PM 16 853.1 3.28 330.19 853.1

853.1 338.47 2.28 7.28 853.191.5 PH 7.5 860.6 7.62 330.85 860.6

860.6 341.26 3.46 6.25 860.6PT 91.5 952.1 6.05 335.21 952.1PM 8 960.1 6.7 334.56 960.1

45 PH 17 977.1 5.77 335.49 977.1977.1 359.37 3.19 21.3 977.1

PT 45 1022.1 20.65 338.72 1022.1PM 11.5 1033.6 21.75 337.62 1033.6

11 PH 7 1040.6 20.75 338.62 1040.6PT 11 1051.6 19.65 339.72 1051.6PM 5 1056.6 20.35 339.02 1056.6

27 PH 7 1063.6 19.23 340.14 1063.6PT 27 1090.6 17 342.37 1090.6PM 15 1105.6 17.4 341.97 1105.6

19 PH 6.5 1112.1 16.77 342.6 1112.1PT 19 1131.1 13.46 345.91 1131.1

Stillwell LowerUpstream Downstream Culvert mm mm

1 60 51 40 1 57 51 40 1 45 51 132 55 52 15 2 21 52 60 2 38 52 183 8 53 60 3 60 53 25 3 89 53 384 42 54 40 4 23 54 20 4 10 54 385 115 55 65 5 34 55 50 5 18 55 586 55 56 30 6 148 56 330 6 30 56 1027 55 57 30 7 60 57 8 7 13 57 1278 80 58 75 8 37 58 30 8 18 58 649 125 59 40 9 13 59 55 9 20 59 102

10 80 60 55 10 140 60 14 10 28 60 3811 55 61 20 11 75 61 68 11 20 61 4312 70 62 45 12 80 62 43 12 10 62 2012 70 62 45 12 80 62 43 12 10 62 2013 110 63 40 13 28 63 60 13 25 63 8614 70 64 10 14 144 64 130 14 122 64 7615 45 65 68 15 20 65 33 15 43 65 5616 60 66 30 16 45 66 105 16 330 66 6417 60 67 40 17 5 67 11 17 71 67 7618 85 68 70 18 44 68 75 18 33 68 8919 65 69 10 19 228 69 175 19 18 69 7620 25 70 180 20 150 70 110 20 76 70 821 30 71 21 21 144 71 23 21 64 71 1322 35 72 120 22 58 72 35 22 56 72 2323 35 73 70 23 103 73 40 23 79 73 3624 35 74 75 24 19 74 30 24 102 74 5325 60 75 5 25 95 75 240 25 20 75 5325 60 75 5 25 95 75 240 25 20 75 5326 55 76 40 26 75 76 5 26 76 76 7627 50 77 75 27 100 77 55 27 23 77 15228 80 78 75 28 85 78 145 28 36 78 10229 30 79 10 29 47 79 44 29 18 79 2830 45 80 9 30 90 80 85 30 69 80 2531 115 81 70 31 120 81 40 31 97 81 3832 70 82 13 32 42 82 60 32 76 82 2333 25 83 170 33 120 83 45 33 89 83 4634 10 84 38 34 50 84 15 34 86 84 2535 5 85 150 35 78 85 5 35 122 85 3836 95 86 10 36 26 86 54 36 102 86 6437 120 87 5 37 95 87 32 37 25 87 14038 25 88 28 38 30 88 62 38 15 88 3638 25 88 28 38 30 88 62 38 15 88 3639 80 89 90 39 33 89 48 39 18 89 8940 45 90 67 40 42 90 140 40 38 90 5141 29 91 55 41 50 91 140 41 30 91 9742 40 92 58 42 120 92 280 42 25 92 20343 105 93 115 43 14 93 75 43 10 93 12744 15 94 140 44 3 94 50 44 38 94 3845 110 95 10 45 15 95 150 45 97 95 6446 35 96 14 46 67 96 5 46 18 96 1847 70 97 13 47 54 97 110 47 43 97 10248 60 98 22 48 64 98 90 48 140 98 8949 45 99 97 49 7 99 5 49 51 99 4350 50 100 21 50 10 100 57 50 79 100 28

1 2 3 4 1 2 3 4 1 2 3 41 2 3 4 1 2 3 4 1 2 3 4340 370 430 210 550 560 370 540 570 210 190 240430 470 260 270 490 340 280 460 320 300 300 210205 440 300 220 400 370 390 330 270 240 200 230230 250 500 200 350 330 330 570 220 250 210 330180 260 280 240 420 370 360 280 550 200 260 580

AVE AVE AVE304.25 up 0.966311 404.5 294

dn 0.726823 <2 0 7.622 - 2.8 0 10.162.8 - 4 0 10.16

<2 5 0 <2 3 0 4 - 5.6 0 10.162 - 2.8 5 0 2 - 2.8 5 0 5.6 - 8 1 12.72 8 4 5 0 2 8 4 5 1 8 11 3 4 12 72.8 - 4 5 0 2.8 - 4 5 1 8 - 11.3 4 12.74 - 5.6 8 3 4 - 5.6 5 5 11.3 - 16 4 12.75.6 - 8 9 1 5.6 - 8 5 2 16 - 22.6 12 15.248 - 11.3 10 7 8 - 11.3 5 2 22.6 - 32 12 17.7811.3 - 16 10 5 11.3 - 16 7 5 32 - 45.3 18 17.7816 - 22.6 10 4 16 - 22.6 8 4 45.3 - 64 13 17.7822.6 - 32 10 10 22.6 - 32 10 9 64 - 90.5 18 17.7832 - 45.3 10 18 32 - 45.3 11 13 90.5 - 128 13 17.7845.3 - 64 10 16 45.3 - 64 13 22 128 - 181 3 17.7864 - 90.5 13 21 64 - 90.5 14 12 181 - 256 1 17.7890.5 - 128 13 11 90.5 - 128 14 10 256 - 362 1 17.78128 - 181 14 4 128 - 181 15 11 362 - 512 0 20.32181 - 256 15 0 181 - 256 15 2 512 - 1024 0 20.32256 - 362 15 0 256 - 362 19 2 1024 - 2048 0 20.32256 362 15 0 256 362 19 2 1024 2048 0 20.32362 - 512 20 0 362 - 512 20 0 2048 - 4096 0 20.32512 - 1024 21 0 512 - 1024 20 0 >4096 0 22.861024 - 2048 21 0 1024 - 2048 21 0 100 22.862048 - 4096 22 0 2048 - 4096 23 0 22.86>4096 25 0 >4096 23 0 25.4

25 100 25 100 25.425 26 25.4

XS: 1/4 mile from 12/1201 junction on 1201 rd. XS above culvert influence XS: culvert outlet Station # Description Elevation Water depth Station # Description Elevation Water depth2.5 3.56 2.2 5.35 5.46 5 gravel bar 5.47 6.06 8 gravel bar 59 7.13 11.4 water edge 5.9 0 Width:Depth10.5 bankfull 8.8 0 15 6 0.1 4613.4 water edge 10 0 Width:Depth 1.2 17.4 thalweg 6.25 0.2516 10.4 0 60 1.6 18.3 culvert edge 6.25 0.2517.7 thalweg 10.4 0.5 1.6 Wtted Width:Depth 46 0.72857120 9.9 0.1 1.1 Bankful W/D 22.0980423 water edge 10.05 0.2 1.2524.7 9.7 0.927.5 bankfull 9.35 0.55 XS: 1/4 mile from 12/1201 junct on1201 rd. XS on inlet of culvert30 6.6 Station # Description Elevation Water depth33 6.5 3 gravel bar/culvert 5.7436 6.35 5 gravel bar/culvert 5.6739 log na 7 5.7641 5 10.2 water edge 6.1 0 Width:Depth43 3.8 13 6.35 0.15 90Wtted Width:Depth 60 1.025 16.5 thalweg 6.45 0.25Bankful W/D 16.58537 19.2 water edge 6.1 0

19.9 culvert edge 6.1Wtted Width:Depth 90 0.405714

XS: below culvert outlet on 1201 rd. 1/4 mile from 12/1201 junction Bankful W/D 41.65493Station # Description Elevation Water depth5 floodplain terrace 6.559 floodplain terrace 6.35 XS:mid culvert12 floodplain terrace 6.1 Station # Description Elevation Water depth15.4 edge of cut bank 6.3 0 4 gravel bar 4.9815.9 water edge 10.35 0 4.05 6 gravel bar 4.619 thalweg 10.1 0.15 Width:Depth 3.8 9 gravel bar 4.821 water edge 9.8 0 102 3.5 10.9 water edge 5.4 024 gravel bar 9.35 3.05 13 5.52 0.327 gravel bar 8.85 2.55 16 boulder 5.3 0.228.3 water edge 9.35 3.05 18 thalweg 5.6 0.432 9.5 3.2 18.9 water edge 5.6 034 water edge 9 2.7 Wtted Width:Depth 44.44444 0.6635.5 8.25 1.95 Bankful W/D 22.5757639 6.8 0.542 floodplain terrace 6.145 floodplain terrace 5.6

Stillwell-lower culvert





280

290

300

310

320

330

340

Elev

atio

n

Feet

Stillwell Creek Lower Culvert

Culvert

Culvert

02468

1012

2.5

5 7 9 10.5

13.4

16 17.7

20 23 24.7

27.5

30 33 36 39 41 43

Elev

atio

n

Feet

Lower Stillwell Culvert Upstream Cross-section

BankfullWater surface

02468

1012

5 9 12 15.4

15.9

19 21 24 27 28.3

32 34 35.5

39 42 45 48

Elev

atio

n

Feet

Lower Stillwell Culvert Downstream Cross-section

Water surface

0

1

2

3

4

5

6

4 6 9 10.9 13 16 18 18.9

Elev

atio

n

Feet

Lower Stillwel Culvert Midpoint Cross-section

Water surface

5.25.45.65.8

66.26.46.6

3 5 7 10.2 13 16.5 19.2 19.9

Elev

atio

n

Feet

Lower Stillwell Culvert Inlet Cross-section

Water surface

5.25.45.65.8

66.26.46.6

3 5 7 10.2 13 16.5 19.2 19.9

Elev

atio

n

Feet

Lower Stillwell Culvert Inlet Cross-section

01234567

2.2 5 8 11.4 15 17.4 18.3

Elev

atio

n

Feet

Lower Stillwell Culvert Outlet Cross-section

Water surface

Water surface

395

400

405

410

415

420

425

Elev

atio

nStillwell Ck. Upper

Culvert Outlet

Culvert Inlet

390

395

400

405

410

415

420

425

0 460 545 765

Elev

atio

n

Feet

Stillwell Ck. Upper

Culvert Outlet

Culvert Inlet

Feet

Upper Stillwell Upstream Cross-section

3 5 5 9 9 5 12 15 18 19 4 20 23 26 29

Feet

Upper Stillwell Downstream Cross-section

390

395

400

405

410

415

420

425

0 460 545 765

Elev

atio

n

Feet

Stillwell Ck. Upper

Culvert Outlet

Culvert Inlet

02468

10121416

Elev

atio

n

Feet



0

1

2

3

4

5

6

7

3.5 5 9 9.5 12 15 18 19.4 20 23 26 29

Elev

atio

n

Feet



Upper Stillwell Culvert Inlet Cross-section Upper Stillwell Culvert Midpoint Cross-section

390

395

400

405

410

415

420

425

0 460 545 765

Elev

atio

n

Feet

Stillwell Ck. Upper

Culvert Outlet

Culvert Inlet

02468

10121416

Elev

atio

n

Feet



0

1

2

3

4

5

6

7

3.5 5 9 9.5 12 15 18 19.4 20 23 26 29

Elev

atio

n

Feet



13.5

14

14.5

15

15.5

16

16.5

3.6 5 7.75 10 11.5 14 16 17.8

Elev

atio

n

Feet

Upper Stillwell Culvert Inlet Cross-section

Water surface0

0.51

1.52

2.53

3 5

0.5 2 4 6 8 10 12 12.8 14.2 15.2

Elev

atio

n

Feet

Upper Stillwell Culvert Midpoint Cross-section

Water surface

390

395

400

405

410

415

420

425

0 460 545 765

Elev

atio

n

Feet

Stillwell Ck. Upper

Culvert Outlet

Culvert Inlet

02468

10121416

Elev

atio

n

Feet



0

1

2

3

4

5

6

7

3.5 5 9 9.5 12 15 18 19.4 20 23 26 29

Elev

atio

n

Feet



13.5

14

14.5

15

15.5

16

16.5

3.6 5 7.75 10 11.5 14 16 17.8

Elev

atio

n

Feet


Water surface0

0.51

1.52

2.53

3.5

0.5 2 4 6 8 10 12 12.8 14.2 15.2

Elev

atio

n

Feet


Water surface

6.66.8

77.27.47.6

3 4 6 8 10 12.3 14 16 18

evat

ion

Feet

Upper Stillwell Culvert Outlet Cross-section

Water surface

390

395

400

405

410

415

420

425

0 460 545 765

Elev

atio

n

Feet

Stillwell Ck. Upper

Culvert Outlet

Culvert Inlet

02468

10121416

Elev

atio

n

Feet



0

1

2

3

4

5

6

7

3.5 5 9 9.5 12 15 18 19.4 20 23 26 29

Elev

atio

n

Feet



13.5

14

14.5

15

15.5

16

16.5

3.6 5 7.75 10 11.5 14 16 17.8

Elev

atio

n

Feet


Water surface0

0.51

1.52

2.53

3.5

0.5 2 4 6 8 10 12 12.8 14.2 15.2

Elev

atio

n

Feet


Water surface

6.66.8

77.27.47.67.8

88.28.4

3 4 6 8 10 12.3 14 16 18

Elev

atio

n

Feet

Upper Stillwell Culvert Outlet Cross-section

Water surface

Culvert Upstream Downstream1 59 51 51 1 54 51 80 1 84 51 582 23 52 na 2 40 52 59 2 72 52 463 28 53 60 3 46 53 40 3 19 53 184 45 54 29 4 50 54 37 4 41 54 645 34 55 4 5 60 55 78 5 52 55 346 24 56 73 6 37 56 90 6 63 56 177 49 57 170 7 33 57 28 7 109 57 538 60 58 130 8 40 58 45 8 50 58 789 72 59 124 9 170 59 40 9 56 59 60

10 65 60 20 10 130 60 32 10 102 60 7011 15 61 35 11 25 61 55 11 86 61 10812 10 62 230 12 62 62 87 12 30 62 8313 28 63 27 13 51 63 100 13 50 63 5014 52 64 20 14 109 64 32 14 5 64 4015 49 65 32 15 12 65 100 15 34 65 4916 72 66 25 16 20 66 70 16 47 66 2317 64 67 69 17 105 67 5 17 55 67 6418 98 68 31 18 115 68 50 18 98 68 5619 103 69 50 19 75 69 140 19 74 69 7420 121 70 154 20 58 70 49 20 90 70 6421 35 71 20 21 300 71 85 21 49 71 4422 62 72 80 22 50 72 150 22 48 72 2923 79 73 5 23 42 73 38 23 38 73 5024 94 74 109 24 45 74 25 24 50 74 5125 27 75 55 25 37 75 40 25 18 75 6826 59 76 84 26 100 76 78 26 43 76 3927 52 77 49 27 10 77 39 27 102 77 4928 96 78 64 28 125 78 49 28 230 78 6029 48 79 62 29 28 79 30 29 56 79 5530 55 80 112 30 15 80 10 30 40 80 2631 135 81 83 31 50 81 9 31 145 81 3032 210 82 108 32 15 82 50 32 94 82 1533 58 83 92 33 37 83 22 33 91 83 2534 104 84 26 34 17 84 45 34 24 84 2735 135 85 79 35 11 85 20 35 23 85 4036 480 86 24 36 25 86 24 36 81 86 3837 49 87 37 37 10 87 55 37 42 87 1638 64 88 31 38 58 88 78 38 66 88 3039 40 89 14 39 54 89 100 39 59 89 1540 19 90 92 40 80 90 58 40 61 90 6441 42 91 14 41 70 91 55 41 23 91 1242 41 92 48 42 70 92 20 42 38 92 3043 60 93 99 43 46 93 70 43 52 93 2544 51 94 20 44 53 94 25 44 36 94 6545 181 95 34 45 100 95 88 45 70 95 146 54 96 35 46 49 96 35 46 75 96 4147 20 97 72 47 35 97 60 47 25 97 4548 122 98 52 48 40 98 41 48 98 98 4449 35 99 54 49 5 99 70 49 11 99 350 72 100 46 50 26 100 42 50 43 100 48

1 2 3 4 1 2 3 4 1 2 3 4240 340 260 285 75 100 100 95 120 98 80 110270 350 310 315 75 110 120 125 122 100 100 165315 350 340 375 55 130 140 160 145 130 110 190475 450 480 475 150 180 150 180 190 140 120 230490 480 590 680 250 290 190 190 222 140 130 450

CROSSINGAVE UPSTREAMAVE DOWNSTRAVE393.5 143.25 154.6

5 large x/up 2.746946x/dn 2.545278

0.062<2 4 1 <2 5 0 <2 1 12 - 2.8 5 0 2 - 2.8 5 0 2 - 2.8 3 02.8 - 4 10 0 2.8 - 4 9 0 2.8 - 4 5 14 - 5.6 14 2 4 - 5.6 10 2 4 - 5.6 11 15.6 - 8 14 0 5.6 - 8 10 0 5.6 - 8 12 08 - 11.3 15 1 8 - 11.3 10 5 8 - 11.3 15 111.3 - 16 19 3 11.3 - 16 11 3 11.3 - 16 15 416 - 22.6 20 6 16 - 22.6 12 5 16 - 22.6 16 422.6 - 32 20 13 22.6 - 32 15 11 22.6 - 32 17 1432 - 45.3 20 11 32 - 45.3 15 21 32 - 45.3 18 1845.3 - 64 20 28 45.3 - 64 17 24 45.3 - 64 18 3164 - 90.5 20 12 64 - 90.5 20 15 64 - 90.5 19 1590.5 - 128 23 14 90.5 - 128 20 9 90.5 - 128 23 8128 - 181 24 6 128 - 181 20 4 128 - 181 23 1181 - 256 24 2 181 - 256 22 0 181 - 256 23 1256 - 362 25 0 256 - 362 24 1 256 - 362 24 0362 - 512 26 1 362 - 512 25 0 362 - 512 25 0512 - 1024 27 0 512 - 1024 25 0 512 - 1024 25 01024 - 2048 27 0 1024 - 2048 25 0 1024 - 2048 25 02048 - 4096 28 0 2048 - 4096 25 0 2048 - 4096 26 0>4096 28 0 >4096 26 0 >4096 27 0

29 100 28 100 29 10031 28 3031 30 3032 32 3034 32 3034 33 3435 35 3435 35 3635 37 3835 37 3837 37 3840 37 3941 38 4042 39 4045 40 4046 40 4148 40 4148 40 4249 40 4349 40 4349 41 4449 42 4450 42 4551 45 4651 45 4752 45 4852 46 4852 46 4954 49 4954 49 4955 49 5055 50 5058 50 5059 50 5059 50 5060 50 5160 51 5260 53 5262 54 5362 54 5564 55 5564 55 5664 55 5665 58 5669 58 5872 58 5972 59 6072 60 6072 60 6173 62 6379 70 6479 70 6480 70 6483 70 6484 70 6592 75 6692 78 6894 78 7096 78 7098 80 7299 80 74

103 85 74104 87 75108 88 78109 90 81112 100 83121 100 84122 100 86124 100 90130 100 91135 105 94135 109 98154 115 98170 125 102181 130 102210 140 108230 150 109480 170 145

300 230

XS:US XS XS:Upper culvert XS (1 of 3) XS:lower XSStation # Descriptio Elevation Water depth BNKF XS: 1 Station # Descriptio Elevation Water depth22 10.95 Station # Descriptio Elevation Water depth 3.5 left bank 2.628 12.2 3.6 culv end LB14.83 0.17 5 3.230 12.14 5 bed 15.12 0.46 9 bankfull 5.54 1.0433 12.26 7.75 water edge15.55 0 0.89 9.5 6.6 2.135 13.43 10 16.16 0.55 1.5 12 5.7 0 1.237 12.22 11.5 thalweg 16.28 0.7 1.62 15 5.9 0.1 1.439 bankfull LB13 0 14 water edge15.65 0 0.99 18 thalweg 6.01 0.3 1.5141 water surfa13.47 0 0.47 16 14.97 0.31 19.4 water edge5.75 0 1.2543 13.71 0.16 0.71 17.8 culv edge 14.66 0 20 bankfull 4.5 045 13.78 0.2 0.78 Width:Depth 20 23 3.6247 13.84 0.26 0.84 Bankful W/D 19.12458 0.7425 26 3.8549.6 water surfa13.63 0 0.63 XS: 2 29 End R 3.750 bankfull 13.15 0.15 0.5 culv edge le2.02 0 Width:Depth 7452 12.37 2 2.4 0.38 Bankful W/D 9.058824 1.2142857154 11.77 4 water edge2.6 0 0.5859 10.12 6 bed 2.8 0.1 0.78

8 thalweg 2.95 0.6 0.93 BNKF Widt 11Wtted Width:Depth 69.35484 10 bed 2.7 0.05 0.68Bankful W/D 21.50838 0.511428571 12 bed 2.65 0.01 0.63

12.8 water edge2.65 0 0.6314.2 2.4 0.38

BnkF W 11 15.2 culvert edg 2.02 0 wettedWidth:Depth 69.47368 (using upst Upstream Culvert Ave. Downstrea (using dwns

Bankful W/D 29.45892 0.499 69.35484 44.7368421 74XS: 33 culv edge le7.25 0 Bankfull W/D4 water surfa7.64 0.1 0.39 (using upst Upstream Culvert Ave. Downstrea (using dwns

6 bed 7.74 0.21 0.49 21.50838 27.4164441 9.0588248 bed 8 0.05 0.75 DN Upstream

10 thalweg 8.26 0.31 1.01Bankfull W 1.636364 1.636364

12.3 water edge7.95 0 0.7Bankfull W/D 1.274687 3.026491

14 7.56 0.31Wetted W/D 0.727726 0.682045

16 7.59 0.3418 culvert edg 7.27 0.02Width:Depth 61.9403Bankful W/D 33.66584 0.445555556

Bankful W/D 27.41644Width:Depth 50.47133

Bankful W/D x/upx/dn

Width:Depth x/upx/dn

Stillwell-upper Stillwell-upper Stillwell-upper crossing

Downstream Culvert Upstreammm mm mm mm mm mm

1 49 51 30 1 30 51 75 1 67 51 592 11 52 190 2 66 52 255 2 100 52 803 3 53 190 3 200 53 160 3 25 53 834 90 54 22 4 115 54 55 4 135 54 1665 17 55 90 5 135 55 62 5 94 55 186 160 56 58 6 1 56 45 6 24 56 1007 59 57 3 7 190 57 65 7 142 57 2118 6 58 BR 8 160 58 34 8 71 58 119 150 59 5 9 440 59 110 9 156 59 150

10 7 60 55 10 300 60 70 10 31 60 38111 98 61 10 11 25 61 22 11 BR 61 12812 240 62 23 12 25 62 23 12 205 62 713 12 63 12 13 50 63 140 13 36 63 114 11 64 11 14 5 64 3 14 98 64 3015 3 65 85 15 1 65 140 15 69 65 10216 33 66 6 16 330 66 6 16 114 66 18017 110 67 46 17 38 67 70 17 35 67 17718 28 68 190 18 95 68 95 18 60 68 1419 75 69 60 19 50 69 26 19 102 69 8420 30 70 86 20 70 70 140 20 7 70 13521 150 71 BR 21 11 71 62 21 106 71 14622 15 72 93 22 170 72 170 22 163 72 5623 90 73 85 23 78 73 198 23 48 73 1024 110 74 22 24 95 74 105 24 162 74 1425 51 75 18 25 35 75 190 25 182 75 1226 17 76 140 26 45 76 28 26 BR 76 20327 15 77 10 27 115 77 130 27 79 77 328 32 78 180 28 110 78 49 28 46 78 16029 118 79 11 29 230 79 70 29 41 79 10030 4 80 14 30 125 80 54 30 96 80 131 235 81 45 31 1 81 115 31 10 81 6632 125 82 51 32 23 82 37 32 250 82 2433 25 83 36 33 10 83 100 33 182 83 1234 235 84 52 34 24 84 18 34 245 84 BR35 39 85 BR 35 27 85 98 35 8 85 12036 90 86 78 36 7 86 7 36 30 86 15037 83 87 12 37 390 87 60 37 202 87 9938 39 88 11 38 30 88 95 38 BR 88 14039 30 89 52 39 15 89 60 39 1 89 10840 50 90 10 40 150 90 10 40 176 90 1141 171 91 110 41 215 91 5 41 6 91 10642 5 92 45 42 80 92 18 42 5 92 7943 20 93 215 43 5 93 70 43 7 93 4544 9 94 34 44 155 94 42 44 40 94 1545 50 95 62 45 50 95 60 45 5 95 1446 74 96 80 46 58 96 17 46 123 96 5647 82 97 5 47 43 97 120 47 90 97 12048 18 98 135 48 84 98 BR 48 97 98 24249 65 99 78 49 75 99 210 49 52 99 2950 BR 100 80 50 48 100 36 50 67 100 7

1 2 3 4 1 2 3 4 1 2 3 4280 360 250 300 370 225 260 395 450 BDROCK 565 310320 260 270 250 500 195 335 340 370 420 290 BDROCK395 380 300 340 245 190 450 470 475 560 412 275500 230 490 200 345 310 280 390 320 330 290 BDROCK255 330 284 330 285 230 310 400 285 530 310 282

AVE AVE AVE316.2 326.25 380.8235

<2 3 0 <2 1 3 <2 1 32 - 2.8 3 0 2 - 2.8 1 0 2 - 2.8 1 02.8 - 4 3 4 2.8 - 4 1 1 2.8 - 4 1 14 - 5.6 4 3 4 - 5.6 3 3 4 - 5.6 3 25.6 - 8 5 3 5.6 - 8 5 3 5.6 - 8 5 68 - 11.3 5 9 8 - 11.3 5 3 8 - 11.3 5 411.3 - 16 5 6 11.3 - 16 5 1 11.3 - 16 6 616 - 22.6 6 7 16 - 22.6 6 4 16 - 22.6 7 122.6 - 32 6 7 22.6 - 32 7 10 22.6 - 32 7 732 - 45.3 7 7 32 - 45.3 7 9 32 - 45.3 7 545.3 - 64 9 13 45.3 - 64 10 13 45.3 - 64 7 764 - 90.5 10 16 64 - 90.5 10 12 64 - 90.5 8 1190.5 - 128 10 7 90.5 - 128 11 14 90.5 - 128 10 18128 - 181 10 7 128 - 181 15 11 128 - 181 10 15181 - 256 11 7 181 - 256 17 8 181 - 256 11 9256 - 362 11 0 256 - 362 18 2 256 - 362 11 0362 - 512 11 0 362 - 512 18 2 362 - 512 12 1512 - 1024 11 0 512 - 1024 22 0 512 - 1024 12 01024 - 2048 11 0 1024 - 2048 23 0 1024 - 2048 14 02048 - 4096 12 0 2048 - 4096 23 0 2048 - 4096 14 0>4096 12 4 >4096 24 1 >4096 14 4

12 25 1514 SUM 25 SUM 18 SUM 15 100 26 100 24 100

Downstream Culvert US US20 1 0.5 1.1 0 0 3 14.4522 4.4 2.5 3.16 0.89 2.06 6 14.5524 5.25 4 3.09 0.9 1.99 9 14.6327 5.6 6 2.92 0.75 1.82 12 14.7330 5.87 8 2.63 0.5 1.53 15 BNKF 15.04 033 5.77 10.3 2.25 0 1.15 17.5 16.07 1.0335 5.95 12 1.82 0.72 20.4 16.5 0 1.4637 6.96 14.5 1.51 0.41 23 17 0.42 1.9639 7.7 15.3 1.1 0 24.8 16.91 0.4 1.87

39.5 BNKF 8.64 0.05 Width:Depth 29.21053 27 16.73 0.2 1.6942 8.36 -0.23 Bankful W/D 13.76033 1.075556 30 16.56 0 1.5245 8.27 -0.32 MID 31 BNKF 15.04 0

46.9 WTR EDG 9.18 0 0.59 1 1.09 0 0.01 32 Top O BNK 13.249 9.28 0.15 0.69 2 2.64 0.19 1.56 35 12.8252 9.35 0.18 0.76 5 2.87 0.45 1.79 37 12.9

54.6 THLWG 9.72 0.39 1.13 7 2.89 0.5 1.81 41 1357 9.56 0.22 0.97 9 2.7 0.3 1.62 44 1359 9.65 0.29 1.06 11 2.4 0 1.32 46 14

60.8 WTR EDG 9.39 0 0.8 14 2.52 1.44 Width:Depth 47.0588262 8.59 0 14.9 1.08 0 Bankful W/D 23.50472 1.19125

63.5 7.55 Width:Depth 57.9166764.6 5.8 Bankful W/D 11.64398 1.19375

70 5.17 DS BNKF Width 1673 5.31 1 1.12 0 0.0588 5.42 2 2.82 0.3 1.75

Width:Depth 79.10569 4 2.95 0.4 1.88Bankful W/D 45 0.5 6 2.98 0.49 1.91

8 2.8 0.37 1.7310 2.77 0.3 1.7

BNKF Widt 22.5 12 2.75 0.26 1.6814 2.83 0.25 1.76 DN UP

14.9 1.07 0 0 AVE WTTD W/D 0.589557 46.63733 0.991043UP DN Width:Depth 52.78481 AVE BNKF W/D 0.262551 11.81481 0.502657

Bankfull W 0.9375 0.666667 Bankful W/D 10.04013 1.384444Bankfull W/D 0.502657 0.262551Wetted W/D 0.991043 0.589557 AVE WTTD W/D 46.63733 BNKF W/D x/up 0.502657

AVE BNKF W/D 11.81481 x/dn 0.262551wttd W/D x/up 0.991043

x/dn 0.589557

Toketa Ck.Longitudinal

X-Sec STA STA (ft) FS Water DeptHI FS BS Beginning ElPH 10 510 500PT 9.6 500.4PH 9.45 500.55PT 8.82 501.18PM 15 9.67 500.33PH 8.84 501.16PT 8.44 501.56PM 9.6 500.4PH 9.5 8.46 501.54PM 18 8.53 501.47RH 18 7.74 502.26

518.03 6.9 14.93PT 15.2 502.83PM 11.5 15.72 502.31PH 11.5 15.25 502.78RT 14.17 503.86RH 13.75 504.28PT 14.5 13.35 504.68PM 12 14.11 503.92PH 13 505.03PT 10 12.95 505.08PM 16 13.6 504.43PH 12.9 505.13RT 25.5 11.49 506.54CU Outlet 84 11.67 506.36

526.01 11.61 19.59 0.030595CU Inlet 18.47 507.54PT 25 16.9 509.11PM 9 17.75 508.26PH 44 16.85 509.16PT 34 15.35 510.66RH 15.35 510.66PT 14 14.48 511.53PM 19.5 15.1 510.91PH 14.52 511.49PT 14 14.13 511.88PM 11 14.54 511.47PH 13.6 512.41

521.86 11.6 7.45PT 12 8.12 513.74PM 3 9.4 512.46PH 7.37 514.49PT 9 7.14 514.72PM 12.5 7.59 514.27PH 7.07 514.79PT 16 6.79 515.07PM 26 7.75 514.11PH 6.83 515.03PT 5.5 6.3 515.56PM 7.5 6.7 515.16PH 6.5 515.36PT 4.4 517.46

Trib to Schafer

Rl Riffle Slope STA STA (ft) FS Water Depth HI FS BS Beginning El Comments0 PT 0 12.7 0.7 1200 1212.7

15 PM 15 15 3 1197.762.5 0.0256 21 PH 6 12.7 0.75 1200

83.5 PT 62.5 11.1 0.75 1201.6157.5 PM 74 12.55 1200.15

23 0.047826087 169.5 PH 12 10.8 1201.9192.5 PT 23 9.7 1203

212 PM 19.5 10.7 120258.5 0.015726496 227 PH 15 9.47 1203.23

285.5 PT 58.5 8.55 1204.15298.5 PM 13 9.82 1202.88

1.5 0.9 301.5 PH 3 8.23 1204.47303 PT 1.5 6.88 1205.82315 PM 12 8.11 1204.59

18.5 0.005405405 367 PH 52 7.1 1205.6367 6.72 10.39 1216.37

385.5 PT 18.5 10.67 1205.7404.5 PM 19 13 1203.37

10 0.045 421 PH 16.5 10.5 1205.87431 PT 10 10.05 1206.32442 PM 11 12.25 1204.12

73 0.039041096 464.5 PH 22.5 9.95 1206.42464.5 9.2 9.95 1217.12537.5 PT 73 7.85 1209.27557.5 PM 20 9.2 1207.92

26 0.033846154 590 PH 32.5 7.4 1209.72616 PT 26 6.52 1210.6701 PM 85 7.38 1209.74

4 0.05 736 PH 35 6.55 1210.57736 5.97 6 1217.15740 PT 4 6.38 1210.77755 PM 15 8.37 1208.78

31.5 0.02984127 768 PH 13 6.22 1210.93 Rl 4 Inlet799.5 PT 31.5 5.28 1211.87 cu slope= 0.002171824.5 PM 25 6.82 1210.33 Rs Ave 0.05

29 0.027586207 834.5 PH 10 5.18 1211.97834.5 4.88 11.55 1223.82863.5 PT 29 11.05 1212.77878.5 PM 15 12.45 1211.37

32 0.05875 892 PH 13.5 11 1212.82924 PT 32 9.12 1214.7936 PM 12 10.1 1213.72

16 0.0575 948 PH 12 8.98 1214.84964 PT 16 8.06 1215.76978 PM 14 8.85 1214.97

35.5 0.025352113 992.5 PH 14.5 8.01 1215.81992.5 6.86 10.85 1227.811028 PT 35.5 11.1 1216.71

1046.5 PM 18.5 12.4 1215.4190 0.030666667 1061.5 PH 15 11.05 1216.76

1151.5 PT 90 8.29 1219.521191.5 PM 40 9.05 1218.76

22 0.057272727 1229.5 PH 38 8.25 1219.561229.5 7.65 7.76 1227.921251.5 PT 22 7.1 1220.821275.5 PM 24 7.61 1220.31

41 0.014390244 1302 PH 26.5 7.31 1220.611343 PT 41 6.72 1221.2

1360.5 PM 17.5 5.3 1222.62

UP DN Overall slope 0.015786Slope X-ing/UpStrm 0.121554 0.126167Riffle Slope (Rs) X-ing Rs/Rs Av 1.32732 1.647483Riffle Length (Rl) Xing Rl/Rl Avg 0.107744 0.103131

Trib Schafer

Downstream Crossing Upstream1 6 1 30 1 852 10 2 20 2 703 40 3 35 3 454 1 4 10 4 0.0625 8 5 5 5 46 15 6 45 6 1307 75 7 110 7 1208 30 8 15 8 709 50 9 90 9 110

10 70 10 12 10 3511 110 11 85 11 812 100 12 100 12 2513 140 13 50 13 7514 80 14 25 14 6015 0.062 15 15 15 1516 110 16 85 16 1217 90 17 30 17 10518 40 18 65 18 3019 28 19 40 19 2520 80 20 95 20 17021 20 21 80 21 2222 160 22 90 22 10023 85 23 100 23 6924 85 24 95 24 9325 5 25 65 25 6726 1 26 110 26 0.06227 8 27 30 27 1528 170 28 80 28 1029 135 29 10 29 2530 6 30 20 30 9531 75 31 100 31 10532 90 32 35 32 15033 0.062 33 40 33 3534 100 34 6 34 1035 85 35 80 35 5536 90 36 70 36 6537 150 37 35 37 7038 35 38 90 38 2039 30 39 105 39 3040 80 40 25 40 3541 20 41 45 41 8542 105 42 170 42 4543 7 43 15 43 0.06244 12 44 20 44 545 35 45 55 45 3546 115 46 95 46 6547 75 47 90 47 19048 1 48 30 48 7049 10 49 15 49 1550 18 50 20 50 4051 130 51 0.062 51 3552 8 52 20 52 9053 45 53 30 53 6554 7 54 90 54 7055 70 55 25 55 10556 35 56 65 56 7057 65 57 30 57 2558 115 58 80 58 0.06259 100 59 65 59 1060 75 60 7 60 20561 105 61 40 61 1562 35 62 110 62 3563 85 63 12 63 2064 20 64 25 64 2565 150 65 30 65 11566 75 66 35 66 6067 0.062 67 5 67 3068 80 68 105 68 12569 140 69 95 69 1070 30 70 85 70 8571 25 71 55 71 7072 10 72 20 72 2073 8 73 25 73 6074 100 74 45 74 8075 160 75 185 75 3076 15 76 140 76 6577 70 77 45 77 3578 55 78 20 78 7079 25 79 80 79 4580 100 80 100 80 0.06281 6 81 40 81 1582 85 82 25 82 7083 90 83 125 83 8584 35 84 8 84 2585 30 85 75 85 13586 80 86 60 86 2087 175 87 95 87 7088 20 88 15 88 10089 75 89 95 89 7590 120 90 90 90 18091 5 91 95 91 12092 8 92 60 92 1593 70 93 80 93 2594 85 94 20 94 6095 20 95 55 95 3096 50 96 80 96 797 75 97 95 97 7098 100 98 115 98 10599 110 X-ing/UpStrm 1.006211 99 150 99 25

100 90 X-ing/DwnStrm 1.210762 100 20 100 35

DN 2 3 4 DN 2 3 4 DN 2 3 41 200 180 195 175 1 200 240 205 225 1 200 190 180 2402 170 155 145 150 2 160 260 150 250 2 350 140 170 2803 150 175 160 180 3 250 200 145 205 3 220 170 205 2904 175 200 170 145 4 190 190 140 185 4 175 210 190 1805 150 160 150 160 5 240 170 135 310 5 160 180 155 140

167.25 202.5 201.25

<2 0.062 6 <2 0.062 1 <2 0.062 52 - 2.8 0.062 0 2 - 2.8 5 0 2 - 2.8 0.062 02.8 - 4 0.062 0 2.8 - 4 5 0 2.8 - 4 0.062 04 - 5.6 1 2 4 - 5.6 6 2 4 - 5.6 0.062 25.6 - 8 1 10 5.6 - 8 7 3 5.6 - 8 0.062 28 - 11.3 1 3 8 - 11.3 8 2 8 - 11.3 4 411.3 - 16 5 3 11.3 - 16 10 7 11.3 - 16 5 716 - 22.6 5 6 16 - 22.6 10 9 16 - 22.6 7 522.6 - 32 6 7 22.6 - 32 12 13 22.6 - 32 8 1332 - 45.3 6 8 32 - 45.3 12 12 32 - 45.3 10 1245.3 - 64 6 3 45.3 - 64 15 10 45.3 - 64 10 564 - 90.5 7 28 64 - 90.5 15 18 64 - 90.5 10 2590.5 - 128 7 14 90.5 - 128 15 19 90.5 - 128 10 13128 - 181 8 10 128 - 181 15 3 128 - 181 12 5181 - 256 8 0 181 - 256 15 1 181 - 256 15 2256 - 362 8 0 256 - 362 20 0 256 - 362 15 0362 - 512 8 0 362 - 512 20 0 362 - 512 15 0512 - 1024 8 0 512 - 1024 20 0 512 - 1024 15 01024 - 204 10 0 1024 - 204 20 0 1024 - 204 15 02048 - 409 10 0 2048 - 409 20 0 2048 - 409 15 0>4096 10 0 >4096 20 0 >4096 20 0

12 20 2015 20 2015 SUM 20 SUM 20 SUM18 100 25 100 22 100

AVE BNKF w/d 32.79397Wtted w/d 21.89653


0 1.3 0 3.6 0 3.73 3.75 BNKF 0.3 0.5 6.36 0.65 0.66 3.5 6.25 BnkF LB 04 5.18 0.55 1.73 1.5 6.38 0.7 0.68 4 8.6 1.2 2.357 5.53 1 2.08 4 6.1 3.5 0.4 6 8.93 1.6 2.689 5.53 1 2.08 8 5.78 0.2 0.08 9 8.25 0.9 2

12 5.17 0.6 1.72 10 5.8 0.1 0.1 12 7.91 0.55 1.6617 4.5 0 1.05 12 5.75 0.05 0.05 16 7.64 0.3 1.39

20.5 4.36 0.91 13 6.1 0.4 0.4 18.5 7.42 0 1.1723 4.65 1.2 15 6.35 0.6 0.65 21 6.46 BNKF RB 0.2128 3.93 0.48 17 6.4 0.65 0.7 23 6.431 3.45 BNKF 0 19.5 6.35 0.6 0.65 25 5.133 3.05 19.6 3.45 0 28 5.136 1.2

Wtted Width:Depth 28.20134 0.437 Wtted Width:Depth 19.12088 1.4325Wtted Width:Depth 20.63492 1.155 Bankful W/D 44.85126 Bankful W/D 12.2164Bankful W/D 24.24242

Crossing Mid 20 STA EL WS Comments21 0 2.45

BNKF dn 28 17.5 0.5 3.9 0.1Crossing 19.2 4 3.9 0.1BNKF up 19.5 8 3.9 0.1

UP DN 11 3.8 0BnkFw X-ing/UpStrm 0.685714 0.984615 13 4.4 0 0.6BnkF W/D X-ing/UpStrm 2.684421 1.352751 16 5.15 0.7 1.35WTTD w/d X-ing/UpStrm 1.145163 1.06114 18 5.6 1.3 1.8 bnkf w x/up 1.114286

19 5.7 1.25 1.9 x/dn 0.69642919.2 3.4 0


Crossing Outlet STA EL WS Comments

0 2.45 02.5 3.44 0 0

4 3.75 0.33 0.318 3.75 0.33 0.31

11 4.01 0.62 0.5714 4.37 0.9 0.9317 4.75 1.3 1.3119 4.7 1.3 1.26

19.2 3.35 0


Under bridge Downstream1 150 1 100 1 100 1 120 1 25 1 60 1 110 1 402 55 2 90 2 90 2 60 2 80 2 35 2 20 2 1203 70 3 35 3 55 3 100 3 70 3 65 3 85 3 1104 50 4 75 4 75 4 70 4 100 4 60 4 5 4 355 150 5 130 5 50 5 65 5 250 5 45 5 20 5 506 90 6 35 6 20 6 110 6 200 6 30 6 10 6 507 340 7 60 7 40 7 100 7 100 7 50 7 100 7 408 100 8 200 8 50 8 70 8 85 8 100 8 95 8 509 280 9 180 9 80 9 65 9 170 9 50 9 60 9 5510 90 10 80 10 35 10 210 10 200 10 110 10 100 10 1011 180 11 120 11 90 11 100 11 15 11 15 11 25 11 9012 400 12 210 12 50 12 160 12 140 12 15 12 100 12 4013 100 13 100 13 75 13 130 13 290 13 60 13 230 13 20014 45 14 90 14 80 14 120 14 70 14 150 14 25 14 2015 270 15 240 15 30 15 95 15 280 15 300 15 350 15 4516 55 16 200 16 25 16 110 16 45 16 150 16 60 16 6017 50 17 90 17 40 17 100 17 120 17 35 17 50 17 24018 65 18 85 18 80 18 99 18 5 18 35 18 30 18 25019 140 19 120 19 170 19 100 19 100 19 160 19 60 19 4520 90 20 50 20 120 20 90 20 210 20 90 20 80 20 6521 170 21 120 21 130 21 110 21 210 21 15 21 20 21 5022 99 22 140 22 100 22 120 22 200 22 30 22 100 22 4023 90 23 140 23 70 23 65 23 45 23 260 23 45 23 3024 60 24 150 24 140 24 60 24 55 24 60 24 50 24 3525 120 25 75 25 100 25 25 25 95 25 130 25 96 25 75

Upstream1 20 1 110 1 170 1 1352 50 2 65 2 45 2 353 120 3 55 3 100 3 704 160 4 95 4 30 4 505 50 5 45 5 80 5 126 70 6 35 6 90 6 257 50 7 35 7 130 7 2008 110 8 170 8 95 8 1809 200 9 95 9 48 9 8010 50 10 30 10 80 10 5011 90 11 80 11 160 11 6512 100 12 15 12 80 12 6513 120 13 80 13 50 13 13014 150 14 90 14 140 14 12015 130 15 55 15 20 15 3516 120 16 30 16 100 16 2517 45 17 10 17 150 17 15018 10 18 25 18 80 18 9019 15 19 220 19 120 19 18020 20 20 45 20 110 20 4521 25 21 30 21 190 21 8022 90 22 60 22 110 22 11023 35 23 115 23 90 23 9024 50 24 81 24 45 24 11025 110 25 100 25 100 25 95

UP Crossing Dwn<2 10 0 <2 20 0 <2 5 02 - 2.8 10 0 2 - 2.8 25 0 2 - 2.8 5 02.8 - 4 12 0 2.8 - 4 25 0 2.8 - 4 10 04 - 5.6 15 0 4 - 5.6 30 0 4 - 5.6 10 25.6 - 8 15 0 5.6 - 8 35 0 5.6 - 8 15 08 - 11.3 20 2 8 - 11.3 35 0 8 - 11.3 15 211.3 - 16 20 3 11.3 - 16 35 0 11.3 - 16 15 416 - 22.6 20 3 16 - 22.6 40 1 16 - 22.6 15 422.6 - 32 25 8 22.6 - 32 40 3 22.6 - 32 20 732 - 45.3 25 11 32 - 45.3 45 6 32 - 45.3 20 1545.3 - 64 25 12 45.3 - 64 50 13 45.3 - 64 20 1864 - 90.5 25 21 64 - 90.5 50 27 64 - 90.5 20 1190.5 - 128 30 22 90.5 - 128 50 26 90.5 - 128 25 16128 - 181 30 14 128 - 181 50 15 128 - 181 25 6181 - 256 30 4 181 - 256 50 5 181 - 256 25 10256 - 362 30 0 256 - 362 50 3 256 - 362 30 5362 - 512 35 0 362 - 512 55 1 362 - 512 30 0512 - 1024 35 0 512 - 1024 55 0 512 - 1024 30 01024 - 204 35 0 1024 - 204 55 0 1024 - 204 30 02048 - 409 35 0 2048 - 409 60 0 2048 - 409 35 0>4096 35 0 >4096 60 0 >4096 35 0

45 60 3545 60 3545 SUM 65 SUM 35 SUM45 100 65 100 40 100

XS: Under bridge XS: Upstream XS: LowerDescription Elevation distance Description Elevation distance Description Elevation distance comments

edge of riprap(under b 0.92 1 LB terrace 4.6 5 FP terrace 5.1 4 floodplain extends 200 backterrace 2.5 5 terrace 5.2 8 FP terrace 5.5 7terrace 5 8 terrace 4.8 11 FP terrace 6.2 10terrace 5.25 11 terrace 6.2 14 bankfull 7.1 11.2 0bankfull 5.41 12 0.11 terrace 7.8 17 wetted edge 8.7 13.1 0.3 1.6wetted 5.67 14 0.37 bankfull 8.7 19.2 0.5 channel 8.7 16 0.3 1.6wetted water surface 6.4 16 0 1.1 bankfull 9.05 21 0.85 channel 9 19 0.6 1.9channel 6.76 18 0.36 1.46 water edge surf 9.3 24 0 1.1 channel 9.1 21 0.7 2channel 7.05 20 0.65 1.75 channel 9.7 27 0.4 1.5 channel 9.15 24 0.75 2.05channel 7.22 22 0.82 1.92 channel 10 30 0.7 1.8 channel 9.05 27 0.65 1.95channel 7 24 0.6 1.7 channel 9.8 33 0.5 1.6 channel 9.1 30 0.7 2channel 7.15 26 0.75 1.85 channel 10.1 36 0.8 1.9 channel 8.75 33 0.35 1.65channel 7.06 28 0.66 1.76 channel 9.8 38 0.5 1.6 channel 8.9 36 0.5 1.8channel 7.2 30 0.8 1.9 water edge 9.3 42 0 1.1 channel 8.95 39 0.55 1.85channel 7.12 32 0.72 1.82 bankfull 8.2 44.6 0 wetted edge RB 8.4 41.4 0 1.3channel 7.2 34 0.8 1.9 terrace 6.6 47 bankfull 7.9 44.6 0.8channel 7.05 36 0.65 1.75 terrace 6.1 50 FP 7.95 48channel 6.72 38 0.32 1.42 RB terrace 5.6 53 FP 8.2 51water surface 6.41 41 0.01 1.11 Wetted Width 43.4482759 FP 7.55 54terrace 5.83 43 0.53 Bankful W/D 21.2552301 1.195 Terrace 7.7 57bankfull 5.3 45.6 0 25.4 Terrace 7.95 60terrace 5.16 47 Terrace 7.5 63terrace 4.4 49 Terrace 6.1 66terrace 3.5 51 Terrace 4.8 69terrace 2.6 53 Terrace 3.4 71edge of riprap 1.5 56 RB 2 73.5Wetted Width 45.51821 Wetted Width 57.64815

Bankful W/D 21.18049 1.576923Bankful W/D 25.44321 1.320588 BNFK W 33.4

BNKF W 33.6Wetted Width x/up

x/dnUP DN

Bankfull W 1.322835 1.005988 Bankful W/D x/upBankfull W/D 1.197033 1.201257 x/dnWetted W/D 1.047641 0.789587

Trout Creek Trout Creek Trout Creek Bridge

Trout Ck. Longitudinal 07/24/08

X-Sec STA STA (ft) FS Water Depth HI FS BS Beginning ElPT 0 8.2 1.4 1208.2 1200PM 14.5 14.5 8.87 2.1 1199.33PH 20 34.5 6.8 0.4 1201.4PT 33 67.5 6.3 0.5 1201.9 0.015152PM 8.5 76 7.12 1.4 1201.08PH 3 79 5.85 0.6 1202.35Crossing 22.5 101.5 5.55 0.85 1202.65PT 70 171.5 3.5 0.5 1204.7 0.029286PM 35 206.5 5.4 25 1202.8PH 15 221.5 3.25 0.75 1204.95 0.005

AVE SLP 0.018246

1.5151522.928571

PT 0 8.7 0.85 2000 2008.7PM 18 10.7 2.75 1998PH 0.050833 30 9.14 1 1999.56PT 78 48 6.7 0.85 2002PM 122 8.75 3 1999.95PH 0.040426 130 6.8 1.1 2001.9PT 177 47 4.9 0.7 2003.8PM 214 7.3 3 2001.4

3.6 5.8 2010.9PH 0.017323 243 6.95 0.5 2003.95PT 370 127 4.75 0.6 2006.15PM 395 6.7 2.6 2004.2

3.8 5.7 2012.8PH 0.021905 414 6.9 1.1 2005.9PT 519 105 4.6 1 2008.2PM 532 5.9 2.2 2006.9PH -0.00414 540 4.1 0.7 2008.7

3.65 6.38 2015.53PT 569 29 6.95 1.1 2008.58PM 582 7.8 2 2007.73PH 0.02807 613 6.5 0.7 2009.03PT 670 57 4.9 0.7 2010.63PM 703 6.1 2.1 2009.43PH -0.00571 708 2.45 0.05 2013.08

. 1.7 6.57 2020.4PT 722 14 7.4 0.7 2013PM 742 9.7 3PH 770 7.1 0.7

Slope x/up 1.605082418 2.2 0.018006x/dn 1.626483516

ave Rs 0.031711 0.923509567ave Rl 61 0.368852459

2020400

Rs Rl EL WS FS BS HIPT 0 8.7 0.85 2000 2008.7PM 18 10.7 2.75 1998PH 0.050833 30 9.14 1 1999.56PT 78 48 6.7 0.85 2002PM 122 8.75 3 1999.95PH 0.040426 130 6.8 1.1 2001.9PT 177 47 4.9 0.7 2003.8PM 214 7.3 3 2001.4

3.6 5.8 2010.9PH 0.017323 243 6.95 0.5 2003.95PT 370 127 4.75 0.6 2006.15PM 395 6.7 2.6 2004.2

3.8 5.7 2012.8PH 0.021905 414 6.9 1.1 2005.9PT 519 105 4.6 1 2008.2PM 532 5.9 2.2 2006.9PH -0.00414 540 4.1 0.7 2008.7

3.65 6.38 2015.53PT 569 29 6.95 1.1 2008.58PM 582 7.8 2 2007.73PH 0.02807 613 6.5 0.7 2009.03 0.02807PT 670 57 4.9 0.7 2010.63PM 703 6.1 2.1 2009.43PH -0.00571 708 2.45 0.05 2013.08

. 1.7 6.57 2020.4PT 722 14 7.4 0.7 2013PM 742 9.7 3 2010.7PH 0.050909 770 7.1 0.7 2013.3

2.2 7 2025.2PT 825 55 9.1 1.4 2016.1PM 834 9.36 1.7 2015.84PH 0.087143 837 9.44 2.2 2015.76PT 851 14 8.22 1.1 2016.98PM 890 9.6 2.8 2015.6PH 0.0148 900 7.72 1.2 2017.48PT 925 25 7.35 1.4 2017.85PM 937 8.65 2.8 2016.55PH 0.027182 949 7.15 1.3 2018.05

4.44 7.62 2028.38PT 1059 110 7.34 1.4 2021.04PM 1073 8.25 2.5 2020.13PH 0.0464 1076 7.5 1.7 2020.88PT 1101 25 6.34 1.2 2022.04PM 1127 8 2.9 2020.38PH 0.040476 1137 6.9 1.9 2021.48PT 1158 21 6.05 1.6 2022.33PM 1167 6.43 2 2021.95PH 0.032368 1172 5.72 2 2022.66

3.54 10.2 2035.04 PT 1210 38 11.15 1.7 2023.89PM 1265 11.5 2.1 2023.54PH 0.015482 1323 10.55 1.4 2024.49Top of Sill 1324 9.5 0.65 2025.54PT 1489 166 7.98 1 2027.06PM 1499 9.24 2 2025.8PH 0.057812 1500 8.35 1.6 2026.69PT 1532 32 6.5 1.1 2028.54PM 1552 8.5 2 2026.54PH 1560 6.45 1.1 2028.59

Slope 0.01820423 0.018327UP DN 0.01507909

ave Rs 0.041397 0.02527ave Rl 50.63636 71.2


Appendix C Biological Data

Deschutes NFUpper Abbot Recap

START BELOW CROSSINGSpp Length (mm) Mark (Y/N)

1 BK 1052 BK 753 BK 684 BK 1085 SC 846 BK 1287 BK 628 BK 1259 BK 141

10 BK 11711 BK 12012 BK 5913 BK 13914 BK 11315 SC 8316 SC 5917 SC 6918 SC 8419 SC 6520 BK 7221 BK 11222 SC 6523 SC 4424 SC 4225 SC 4526 SC 66

ABOVE CROSSING START27 BK 16528 BK 17229 BK 19030 BK 11031 BK 19032 BK 6833 BK 13534 BK 14635 BK 8036 BK 11737 BK 18338 BK 13239 BK 7240 BK 7141 BK 11742 BK 11643 BK 7644 BK 7045 BK 12446 BK 10447 BK 11148 BK 6849 BK 7550 SC 6451 SC 7252 SC 6653 SC 8054 SC 6555 BK 69 Y RECAP LC56 SC 6857 SC 6158 SC 6559 SC 4660 SC 45

Deschutes NFAbbot Ck. Bridge Recap 08/13/09

Spp Length (mm)Mark (Y/N) Comments:1 RB 169 N2 RB 40 N3 RB 100 N4 RB 104 N5 RB 80 N6 BK 64 N7 BK 63 N8 BK 96 N9 BK 89 N

10 BK 64 N11 SC 62 N12 BK 59 N13 RB 54 N14 SC 65 N15 SC 68 N16 RB 53 N17 SC 83 N18 RB 54 N19 RB 48 N20 RB 50 N21 RB 57 N22 BK 52 N23 RB 41 N24 SC 63 N25 SC 60 N26 RB 40 N27 RB 46 N28 SC 72 N29 SC 73 N30 SC 68 N31 RB 42 N32 SC 64 N33 SC 66 N34 SC 75 N35 SC 60 N36 SC 51 N37 SC 52 N38 SC 45 N39 SC 74 N40 SC 69 N41 SC 56 N42 SC 46 N43 SC 44 N44 SC 48 N45 SC 50 N46 SC 36 N47 SC 35 N48 SC 38 N49 SC 37 N50 SC 36 N51 SC 38 N

END BELOW CROSSINGSTART UNDER CROSSING

52 RB 55 N53 BK 105 N54 RB 108 N55 RB 60 N56 RB 103 N57 RB 125 N58 SC 80 N59 SC 67 N60 SC 49 N

END UNDER CROSSINGSTART ABOVE CROSSING

61 RB 103 N62 RB 105 N63 BK 190 N64 RB 136 N65 RB 164 N66 RB 96 N67 BK/BT 130 N HYBRID68 BK 91 N69 BK 96 N70 RB 135 N71 BK 60 N72 SC 77 N73 RB 43 N74 RB 36 N75 BK 64 N76 SC 82 N77 SC 74 N78 SC 86 N79 SC 66 N80 SC 71 N81 SC 53 N82 SC 72 N83 SC 64 N84 SC 53 N85 SC 71 N86 SC 83 N87 SC 71 N88 SC 57 N89 SC 54 N90 SC 55 N

END ABOVE CROSSING 200m

Ochoco NFBadger Ck Recap 09/17/2009

Spp Length (mm) Mark (Y/N) Comments: 139 SC 98 N1 RB 133 N N 140 SC 109 N2 RB 180 Y RECAP UC 141 SC 74 N3 RB 92 N N 142 RB 89 N4 RB 51 N N 143 RB 60 N5 RB 97 N N 144 RB 55 N6 CB 79 N N 145 SC 76 N7 RB 129 N N 146 SC 90 N8 RB 92 N N 147 SC 75 N9 RB 86 N N 148 SC 80 N

10 RB 89 N N 149 SC 58 N11 RB 64 N N 150 SC 75 N12 RB 176 N N 151 SC 60 N13 RB 107 N N 152 SC 67 N14 RB 112 N N 153 CB 58 N15 RB 53 N N 154 RB 50 N16 RB 60 N N 155 RB 70 N17 RB 92 N N 156 RB 134 N18 RB 59 N N 157 RB 142 N19 RB 133 N N 158 RB 162 N20 RB 130 N N 159 RB 55 N21 RB 54 N N 160 RB 125 N22 RB 80 N N 161 RB 165 N23 RB 89 N N 162 RB 175 Y RECAP LC24 RB 64 N N 163 SC 80 N25 RB 59 N N 164 RB 54 N26 RB 88 N N 165 RB 63 N27 RB 134 N N 166 CB 79 N28 RB 61 N N 167 CB 84 N29 RB 59 N N 168 RB 188 N30 RB 127 N N 169 CB 75 N31 RB 157 N N 170 RB 63 N32 RB 63 N N 171 SC 80 N33 RB 50 N N 172 RB 149 N34 RB 94 N N 173 SC 94 Y RECAP UC35 RB 125 N N 174 SC 73 N36 RB 49 N N 175 RB 65 N37 RB 64 N N 176 SC 110 N38 RB 92 N N 177 RB 93 N39 RB 137 N N 178 RB 162 N40 RB 110 N N 179 SC 96 N41 RB 85 N N 180 SC 85 N42 RB 136 N N 181 SC 76 N43 RB 119 N N 182 RB 78 N44 RB 59 N N 183 CB 61 N45 RB 54 N N 184 SC 81 N46 RB 109 N N 185 SC 67 N47 RB 149 N N 186 SC 58 N48 RB 122 N N 187 SC 107 N49 RB 57 N N 188 SC 64 N50 RB 67 N N 189 RB 142 N51 RB 87 N N 190 RB 145 N52 RB 86 N N 191 RB 90 N53 RB 61 N N 192 CB 57 N54 RB 86 Y RECAP UC 193 CB 45 N55 RB 59 N 194 CB 83 N56 SC 114 N 195 RB 207 N57 SC 93 N 196 RB 93 N58 SC 106 N 197 RB 55 N59 SC 77 N 198 RB 109 N60 RB 48 N 199 RB 91 N61 RB 54 N 200 RB 94 N62 RB 173 N 201 RB 61 N63 SC 94 N 202 SC 92 N64 RB 78 N 203 CB 72 N65 RB 143 N 204 CB 74 N66 SC 82 N 205 SC 64 N67 SC 58 N 206 SC 90 N68 RB 124 N 207 SC 80 N69 RB 52 N 208 RB 128 N70 RB 53 N 209 SC 159 N71 RB 87 N 210 RB 132 N72 RB 54 N END LOWERCROSSING UPPER 200m73 RB 67 N CONTINUE OF UPPERCROSSING LOWER 200m74 RB 65 N 1 RB 48 N75 RB 61 N 2 RB 55 N76 RB 53 N 3 CB 35 N77 RB 57 N 4 CB 84 N78 RB 43 N 5 CB 68 N79 SC 105 N 6 RB 54 N80 SC 85 N 7 RB 60 N81 SC 98 N 8 CB 63 N82 SC 56 N 9 SC 107 N83 SC 68 N 10 SC 62 N84 RB 54 N END CROSSING85 RB 41 N 11 RB 142 N86 RB 65 N 12 CB 93 N87 RB 70 N 13 RB 196 N88 RB 105 N 14 RB 150 N89 RB 54 N 15 RB 122 N90 RB 65 N 16 RB 167 N91 RB 52 N 17 RB 81 N92 RB 53 N 18 SC 92 N93 RB 73 N 19 SC 88 N94 RB 52 N 20 RB 173 N95 RB 58 N 21 SC 86 N96 RB 53 N 22 CB 84 N97 RB 63 N 23 RB 57 N98 RB 81 N 24 RB 180 N99 RB 58 N 25 RB 147 N

100 RB 67 N 26 CB 84 N101 RB 46 N 27 SC 94 N102 RB 53 N 28 CB 92 N

END LOWER 200m 29 CB 67 N103 RB 51 N 30 CB 87 N104 RB 127 Y RECAP UC Below g 31 CB 55 N105 RB 68 N 32 CB 75 N106 RB 131 N 33 RB 132 N107 RB 61 N 34 CB 60 N108 SC 72 N 35 RB 135 N109 RB 53 N 36 CB 78 N110 SC 79 N 37 RB 114 N

END CROSSING 38 RB 57 N111 RB 51 N 39 RB 112 N112 RB 60 N 40 RB 90 N113 RB 64 N 41 RB 128 N114 RB 144 Y RECAP LV ~45m 42 CB 66 N115 RB 139 Y RECAP LV ~40m 43 RB 126 N116 RB 90 Y RECAP LV ~40m 44 CB 105 N117 RB 64 Y RECAP UC ~30m 45 CB 76 N118 SC 110 N 46 CB 97 N119 SC 88 N 47 CB 78 N120 SC 90 N 48 CB 85 N121 SC 90 N 49 CB 70 N122 RB 62 N 50 CB 80 N123 RB 40 N 51 RB 107 N124 RB 104 N 52 CB 77 N125 RB 156 Y RECAP LV ~50m 53 CB 76 N126 RB 159 N 54 CB 60 N127 RB 97 N 55 RB 82 N128 RB 55 N 56 SC 90 N129 RB 63 N 57 SC 69 N130 RB 171 N 58 SC 92 N131 RB 102 N 59 CB 60 N132 RB 104 N 60 CB 65 N133 CB 58 N 61 CB 88 N134 RB 58 N 62 SC 58 N135 RB 91 N 63 SC 56 N136 SC 77 N 64 CB 50 N137 SC 97 N 65 CB 67 N138 CB 85 N 66 RB 52 N

67 RB 60 N68 CB 65 N69 CB 60 N70 SC 55 N

END UPPER 200m

Olympic NFBear Ck Recap Decommissioned Rd.

Spp Length (mmMark? (Y/NComments: 108 CO 80 N1 CO 71 N MORT 109 CO 72 N2 CO 76 N MORT 110 CO 74 N3 CT 125 N 111 RB 134 N4 CO 80 N 112 CO 66 N5 CO 86 N 113 CO 67 N6 CO 89 N 114 CO 65 N7 CO 61 N 115 CO 52 N8 SC 55 N 116 CO 70 N9 CT 102 N 117 CO 75 N

10 CO 64 N 118 CO 73 N11 CO 69 N 119 CO 75 N12 CO 81 N 120 CO 90 N13 CT 124 N 121 CT 64 N14 CO 70 N 122 CO 68 N15 CO 88 N 123 SC 91 N16 CO 66 N 124 CO 87 N17 CO 78 N 125 SC 75 N18 CO 68 N 126 CT 145 N19 CO 67 N 127 CO 65 N20 CO 74 N 128 CO 80 N21 CO 65 N 129 CO 62 N22 CO 74 N 130 CO 70 N23 CO 63 N 131 SC 76 N24 CO 68 N 132 CT 107 N25 CT 159 N 133 CO 108 N26 CO 60 N 134 CO 81 N27 SC 56 N 135 CO 75 N28 CO 74 N 136 CO 70 N29 CO 74 N 137 CO 65 N30 CO 65 N 138 CO 77 N31 CO 67 N 139 CO 76 N32 CO 75 N 140 CO 60 N33 CO 60 N 141 CT 114 N34 CO 77 N 142 CO 100 N35 CO 84 N 143 CO 67 Y RECAP LC ~80m36 CO 67 N 144 CO 71 N37 CO 58 N 145 CO 62 N38 CO 72 N 146 SC 72 N39 CO 60 N 147 SC 75 N40 CO 72 N 148 SC 77 N41 CO 59 N 149 CO 82 N42 CO 70 N 150 CO 100 N43 CO 79 N 151 SC 64 N44 CO 74 N 152 CO 75 N45 CO 66 N 153 CO 85 N46 SC 76 N 154 SC 66 N47 SC 75 N 155 SC 68 N48 CO 68 N 156 SC 64 N49 SC 48 N 157 SC 66 N50 CO 60 Y RECAP UC ~7 158 SC 74 N51 CO 81 N 159 SC 66 N52 SC 52 N 160 CO 78 N53 CO 70 N 161 SC 70 N54 CO 66 N 162 SC 70 N55 CO 78 N 163 SC 55 N56 CO 58 N 164 SC 54 N57 CO 83 N 165 Lamprey 178 N 7 GILL OPENINGS58 CO 62 N 166 CT 164 N59 CO 87 N 167 CT 188 N60 SC 80 N 168 CO 95 N61 SC 69 N 169 CO 71 N62 CO 34 N 170 CO 70 N63 SC 83 N 171 CO 77 N64 SC 80 N 172 CO 56 N65 CO 71 N 173 CO 55 N66 CO 75 N 174 CO 63 N67 CO 76 N 175 CO 74 N68 CO 87 N 176 CO 60 N69 CO 75 N 177 CO 73 N70 CT 61 N 178 CO 62 N71 CO 87 N 179 CO 57 N72 CO 70 N 180 CO 80 N73 CO 74 N 181 CO 67 N74 CO 64 N 182 CO 73 N75 CO 63 N 183 CO 70 N76 CO 73 N 184 CO 73 N77 CO 88 N 185 CO 78 N78 CO 76 Y RECAP UC ~1 186 CT 57 N79 SC 68 N 187 CO 68 N80 CO 81 N 188 CO 65 N81 CO 75 N 189 CO 81 N82 CO 79 N 190 CO 70 N83 CO 63 N 191 CO 67 N84 SC 60 N 192 CO 58 N85 SC 74 N 193 CO 72 N86 SC 72 N 194 CO 83 N87 SC 74 N 195 CO 62 N88 SC 55 N 196 CO 66 N89 SC 60 N 197 CO 64 N90 SC 48 N 198 CO 65 N91 SC 44 N 199 CO 85 N

END BELOW CROSSING 200 CO 90 N92 SC 67 N 201 CO 67 N93 CO 70 N 202 CO 72 N94 CO 53 N 203 CO 69 N95 CO 68 N 204 CO 71 N96 CO 69 N 205 CO 84 N97 CO 73 N 206 CO 85 N98 CO 59 N 207 CO 73 N99 CO 65 N 208 CO 75 N

100 CO 65 N 209 CO 77 N101 CO 83 N 210 CO 67 N102 CO 68 N 211 CO 66 N103 CO 62 N 212 CO 82 N104 CT 95 N 213 CO 85 N105 CT 65 N 214 CO 76 N106 CO 76 N 215 CO 61 N107 CO 87 N 216 CO 60 N

END UNDER CROSSING 217 CO 63 N218 SC 82 N219 SC 71 N220 CT 107 N221 CO 59 N222 SC 56 N223 CT 49 N224 SC 56 N225 SC 57 N

END ABOVE CROSSING

Olympic NFBear Ck Recap Decommissioned Rd.

Spp Length (mmMark? (Y/NComments: 108 CO 80 N1 CO 71 N MORT 109 CO 72 N2 CO 76 N MORT 110 CO 74 N3 CT 125 N 111 RB 134 N4 CO 80 N 112 CO 66 N5 CO 86 N 113 CO 67 N6 CO 89 N 114 CO 65 N7 CO 61 N 115 CO 52 N8 SC 55 N 116 CO 70 N9 CT 102 N 117 CO 75 N

10 CO 64 N 118 CO 73 N11 CO 69 N 119 CO 75 N12 CO 81 N 120 CO 90 N13 CT 124 N 121 CT 64 N14 CO 70 N 122 CO 68 N15 CO 88 N 123 SC 91 N16 CO 66 N 124 CO 87 N17 CO 78 N 125 SC 75 N18 CO 68 N 126 CT 145 N19 CO 67 N 127 CO 65 N20 CO 74 N 128 CO 80 N21 CO 65 N 129 CO 62 N22 CO 74 N 130 CO 70 N23 CO 63 N 131 SC 76 N24 CO 68 N 132 CT 107 N25 CT 159 N 133 CO 108 N26 CO 60 N 134 CO 81 N27 SC 56 N 135 CO 75 N28 CO 74 N 136 CO 70 N29 CO 74 N 137 CO 65 N30 CO 65 N 138 CO 77 N31 CO 67 N 139 CO 76 N32 CO 75 N 140 CO 60 N33 CO 60 N 141 CT 114 N34 CO 77 N 142 CO 100 N35 CO 84 N 143 CO 67 Y RECAP LC ~80m36 CO 67 N 144 CO 71 N37 CO 58 N 145 CO 62 N38 CO 72 N 146 SC 72 N39 CO 60 N 147 SC 75 N40 CO 72 N 148 SC 77 N41 CO 59 N 149 CO 82 N42 CO 70 N 150 CO 100 N43 CO 79 N 151 SC 64 N44 CO 74 N 152 CO 75 N45 CO 66 N 153 CO 85 N46 SC 76 N 154 SC 66 N47 SC 75 N 155 SC 68 N48 CO 68 N 156 SC 64 N49 SC 48 N 157 SC 66 N50 CO 60 Y RECAP UC ~7 158 SC 74 N51 CO 81 N 159 SC 66 N52 SC 52 N 160 CO 78 N53 CO 70 N 161 SC 70 N54 CO 66 N 162 SC 70 N55 CO 78 N 163 SC 55 N56 CO 58 N 164 SC 54 N57 CO 83 N 165 Lamprey 178 N 7 GILL OPENINGS58 CO 62 N 166 CT 164 N59 CO 87 N 167 CT 188 N60 SC 80 N 168 CO 95 N61 SC 69 N 169 CO 71 N62 CO 34 N 170 CO 70 N63 SC 83 N 171 CO 77 N64 SC 80 N 172 CO 56 N65 CO 71 N 173 CO 55 N66 CO 75 N 174 CO 63 N67 CO 76 N 175 CO 74 N68 CO 87 N 176 CO 60 N69 CO 75 N 177 CO 73 N70 CT 61 N 178 CO 62 N71 CO 87 N 179 CO 57 N72 CO 70 N 180 CO 80 N73 CO 74 N 181 CO 67 N74 CO 64 N 182 CO 73 N75 CO 63 N 183 CO 70 N76 CO 73 N 184 CO 73 N77 CO 88 N 185 CO 78 N78 CO 76 Y RECAP UC ~1 186 CT 57 N79 SC 68 N 187 CO 68 N80 CO 81 N 188 CO 65 N81 CO 75 N 189 CO 81 N82 CO 79 N 190 CO 70 N83 CO 63 N 191 CO 67 N84 SC 60 N 192 CO 58 N85 SC 74 N 193 CO 72 N86 SC 72 N 194 CO 83 N87 SC 74 N 195 CO 62 N88 SC 55 N 196 CO 66 N89 SC 60 N 197 CO 64 N90 SC 48 N 198 CO 65 N91 SC 44 N 199 CO 85 N

END BELOW CROSSING 200 CO 90 N92 SC 67 N 201 CO 67 N93 CO 70 N 202 CO 72 N94 CO 53 N 203 CO 69 N95 CO 68 N 204 CO 71 N96 CO 69 N 205 CO 84 N97 CO 73 N 206 CO 85 N98 CO 59 N 207 CO 73 N99 CO 65 N 208 CO 75 N

100 CO 65 N 209 CO 77 N101 CO 83 N 210 CO 67 N102 CO 68 N 211 CO 66 N103 CO 62 N 212 CO 82 N104 CT 95 N 213 CO 85 N105 CT 65 N 214 CO 76 N106 CO 76 N 215 CO 61 N107 CO 87 N 216 CO 60 N

END UNDER CROSSING 217 CO 63 N218 SC 82 N219 SC 71 N220 CT 107 N221 CO 59 N222 SC 56 N223 CT 49 N224 SC 56 N225 SC 57 N

END ABOVE CROSSING

Deschutes NFlower Brush Ck. BRIDGE Recap

Spp Length (mm) Mark? (Y/N) Comments:1 SC 64 N2 SC 75 N3 SC 44 N4 SC 113 N5 BK 74 N6 SC 62 N7 SC 79 N8 SC 87 N9 SC

END BELOW CROSSING NO FISH CAPTURED UNDER CROSSINGSTART ABOVE CROSSING

10 SC 42 N11 SC 64 N12 SC 73 N

Deschutes NFFirst Ck. Recap

Spp Length (mm) Mark ? (Y/N) Comments:1 CT 136 N2 CT 150 N3 BK 157 N4 BK 121 Y Recap upper 25% UC

END CROSSING5 BK 124 N6 BK 135 Y Recap ~4m UC7 BK 157 N8 CT 156 N9 CT 59 N

10 CT 162 N11 CT 144 N12 CT 164 N13 CT 218 N14 CT 170 N15 CT 125 N16 BK 150 N17 CT 91 N18 CT 138 N19 BK 60 N20 CT 100 N21 CT 121 N22 CT 91 N23 BK 144 N

50m24 BK 146 Y RECAP UC ~ 150m25 BK 134 Y RECAP LC ~150m26 CT 174 N27 CT 145 N28 BK 132 N29 BK 105 N30 CT 177 N31 BK 138 N32 BK 161 N33 BK 176 N34 BK 164 N35 CT 155 N36 BK 155 N37 CT 118 N38 BK 137 N39 CT 15640 BK 137 Y RECAP UC ~150m pict 56/5741 BK 12442 BK 15543 CT 14244 BK 15745 CT 136

Olympic NFGold Ck Recap Decommissioned Rd.

Spp Length (mm) Mark? (Y/N) Comments:1 RB 128 Y RECAP LC ~10m2 RB 182 N

END BELOW CROSSING 3 RB 110 N4 RB 137 N

END UNDER CROSSING5 RB 144 N6 RB 155 N7 RB 148 N8 RB 111 N9 RB 143 N

10 RB 163 Y RECAP LC END ABOVE CROSSING

Ochoco NFLower Mckay 27 Rd.

Spp Length (mm) Mark (Y/N) Comments:1 RB 50 N 127 RB 128 N2 RB 49 N 128 RB 167 N3 RB 50 N 129 RB 125 N4 RB 86 N 130 RB 91 N5 RB 119 N 131 RB 135 N6 RB 180 N 132 RB 129 N7 RB 51 N 133 RB 134 N8 RB 83 N 134 RB 97 N9 RB 54 N 135 RB 127 N

10 RB 55 N 136 RB 49 N11 RB 47 N 137 RB 135 N12 RB 60 N 138 RB 87 N13 RB 114 N 139 RB 154 N14 RB 49 N 140 RB 157 N15 RB 48 N 141 RB 110 N16 RB 112 N 142 RB 115 N17 RB 84 N 143 RB 128 N18 RB 45 N 144 RB 97 N19 RB 47 N 145 RB 49 N20 RB 134 N 146 RB 175 N21 RB 88 N 147 RB 87 N22 RB 107 N 148 RB 61 N23 RB 80 N 149 RB 55 N24 RB 115 N 150 RB 165 N25 RB 48 N 151 RB 134 N26 RB 87 N 152 RB 83 N27 RB 92 N 153 RB 51 N28 RB 116 N 154 RB 45 N29 RB 53 N 155 RB 114 N30 RB 49 N 156 RB 111 N31 RB 48 N 157 RB 48 N32 RB 92 N END BELOW CROSSING33 RB 52 N 158 RB 47 N34 RB 48 N 159 RB 77 Y RECAP RV BELOW LAST GRAD35 RB 113 N 160 RB 91 N36 RB 48 N 161 RB 112 N37 RB 87 N 162 RB 88 N38 RB 164 N 163 RB 52 N39 RB 167 N 164 RB 49 N40 RB 105 N 165 RB 50 N41 RB 108 N 166 RB 41 N42 RB 142 N 167 RB 43 N43 RB 114 N 168 RB 43 N44 RB 104 N 169 RB 117 N45 RB 123 N 170 RB 77 N46 RB 117 N 171 RB 93 Y RECAP RV BELOW LAST GRAD47 RB 134 N 172 RB 45 N48 RB 96 N END UNDER CROSSING49 RB 136 N 173 RB 127 N50 RB 147 N 174 RB 117 N51 RB 83 N 175 RB 110 N52 RB 114 N 176 RB 154 N53 RB 101 N 177 RB 154 N54 RB 157 N 178 RB 81 N55 RB 140 N 179 RB 100 N56 RB 49 N 180 RB 101 N57 RB 139 N 181 RB 118 N58 RB 121 N 182 RB 125 N59 RB 88 N 183 RB 134 N60 RB 86 N 184 RB 127 N61 RB 85 N 185 RB 119 N62 RB 95 N 186 RB 78 N63 RB 134 N 187 RB 52 N64 RB 77 N 188 RB 90 N65 RB 150 N 189 RB 115 N66 RB 154 N 190 RB 81 N67 RB 117 N END PUDDLE ABOVE CROSSING68 RB 113 N 191 RB 53 N69 RB 92 N 192 RB 50 N70 RB 95 N 193 RB 42 N71 RB 137 N 194 RB 112 N72 RB 88 N 195 RB 103 N73 RB 133 N 196 RB 115 N74 RB 194 N 197 RB 173 N75 RB 114 N 198 RB 128 N76 RB 146 N 199 RB 83 N77 RB 89 N 200 RB 111 N78 RB 120 N 201 RB 112 N79 RB 92 N 202 RB 155 N80 RB 78 N 203 RB 86 N81 RB 112 N 204 RB 123 N82 RB 120 N 205 RB 80 N83 RB 110 N 206 RB 152 N84 RB 133 N 207 RB 133 N85 RB 96 N 208 RB 107 N86 RB 120 N 209 RB 53 N87 RB 84 N 210 RB 89 N88 RB 87 N 211 RB 108 N89 RB 82 N 212 RB 56 N90 RB 84 N 213 RB 37 N91 RB 139 N 214 RB 107 N92 RB 113 N 215 RB 88 N93 RB 111 N 216 RB 119 N94 RB 76 N 217 RB 191 N95 RB 97 N 218 RB 117 N96 RB 109 N 219 RB 138 N97 RB 116 N 220 RB 85 N98 RB 115 N 221 RB 82 N99 RB 84 N 222 RB 131 N

100 RB 104 N 223 RB 108 N101 RB 79 N 224 RB 96 N102 RB 49 N 225 RB 53 N103 RB 93 N 226 RB 103 N104 RB 120 N 227 RB 97 N105 RB 143 N 228 RB 109 N106 RB 152 N 229 RB 153 N107 RB 109 N 230 RB 152 N108 RB 119 N 231 RB 90 N109 RB 179 N 232 RB 81 N110 RB 183 N 233 RB 129 N111 RB 117 N 234 RB 110 N112 RB 154 N 235 RB 134 N113 RB 116 N 236 RB 87 N114 RB 52 N 237 RB 125 N115 RB 51 N 238 RB 143 N116 RB 47 N 239 RB 134 N117 RB 44 N 240 RB 137 N118 RB 126 N 241 RB 83 N119 RB 134 N 242 RB 130 N120 RB 57 N 243 RB 94 N121 RB 50 N 244 RB 108 N122 RB 49 N 245 RB 126 N123 RB 125 N 246 RB 108 N124 RB 134 N 247 RB 84 N125 RB 131 N 248 RB 132 N126 RB 97 N 249 RB 85 N

250 RB 107 N251 RB 82 N252 RB 136 N253 RB 89 N254 RB 86 N255 RB 103 N256 RB 72 N257 RB 85 N258 RB 52 N

Ochoco NFUpper McKay Ck rd.Recap

Spp Length (mmMark (Y/N) Comments:1 RB 116 N2 RB 79 N3 RB 103 Y RECAP JUST ABOVE GRADE CONTROL @ +1'4 RB 86 N5 RB 79 N6 RB 80 N

END UNDER CROSSING7 RB 169 N8 RB 113 N9 RB 109 N

10 RB 130 N11 RB 118 N12 RB 131 N13 RB 132 N14 RB 109 N15 RB 120 N16 RB 126 N17 RB 84 N18 RB 134 N19 RB 83 N20 RB 115 N21 RB 86 N

END ABOVE CROSSING Intermittent flow after 50m 22 RB 108 N23 RB 129 N24 RB 117 N25 RB 82 N26 RB 93 N27 RB 153 N28 RB 84 N29 RB 132 N30 RB 88 N

Start Below crossing31 RB 79 N32 RB 85 N33 RB 77 N34 RB 77 N35 RB 100 N36 RB 116 N37 RB 73 N38 RB 104 N39 RB 143 N40 RB 85 N41 RB 77 N42 RB 109 N43 RB 73 N44 RB 96 N45 RB 130 N46 RB 118 N47 RB 72 N48 RB 115 N49 RB 86 N50 RB 75 N51 RB 77 N52 RB 74 N53 RB 47 N54 RB 75 N55 RB 83 N56 RB 92 N57 RB 103 N58 RB 138 N59 RB 127 N60 RB 115 N61 RB 52 N62 RB 79 N63 RB 72 N64 RB 95 N65 RB 78 N66 RB 81 N67 RB 88 N68 RB 80 N69 RB 83 N

Ochoco NFMill Ck Recap

Spp Length (mm) Mark (Y/N) Comments:1 RB 59 N 198 RB 166 N2 RB 54 N 199 CB 72 N3 RB 74 N 200 RB 167 N4 RB 58 Y Recap 201 CB 62 N5 RB 50 N 202 RB 145 N6 SC 64 N 203 RB 148 N7 RB 90 N 204 CB 73 N8 RB 72 N 205 RB 90 N9 RB 60 N 206 CB 68 N

10 RB 67 N 207 RB 88 N11 RB 94 N 208 SC 86 N12 RB 54 N 209 SC 75 N13 SC 77 N 210 SC 109 N14 RB 63 N 211 RB 90 N15 RB 59 N 212 RB 129 N16 SC 88 N 213 RB 152 N17 RB 62 N 214 RB 100 N18 RB 55 N 215 RB 89 N

End False Culvert 216 CB 80 N19 RB 88 N 217 CB 57 N20 RB 54 N 218 CB 60 N21 RB 132 N 219 RB 49 N22 RB 100 N 220 CB 70 Y Recap @ 60m UC23 RB 54 N 221 RB 90 N24 CB 68 N 222 RB 122 N25 RB 57 N 223 SC 70 N26 RB 44 N 224 RB 143 N27 RB 69 N 225 CB 65 N28 RB 153 N Photo 51/ 52 226 RB 175 Y Recap @ 100m UC29 RB 59 N 227 RB 105 N30 RB 66 N 228 SC 90 N31 CB 65 N 229 CB 75 N32 CB 86 N 230 CB 66 N33 CB 78 N 231 CB 87 N34 RB 42 N 232 CB 74 N35 RB 101 N 233 SC 66 N36 RB 112 N 234 SC 57 N37 RB 54 N 235 RB 103 N38 RB 58 N 236 RB 95 N39 RB 51 N 237 RB 103 N40 RB 79 N 238 RB 130 N41 RB 102 N 239 SC 83 N42 CB 70 N 240 SC 72 N43 SC 69 N 241 SC 70 N44 RB 66 N 242 CB 71 N45 RB 78 N 243 CB 69 N46 RB 149 Y Recap UC 244 CB 57 N47 RB 63 N 245 SC 84 N48 RB 148 N 246 RB 83 N49 RB 106 N 247 RB 198 N50 RB 96 Y Recap UC 248 RB 84 N51 RB 100 N 249 RB 129 N52 RB 49 N 250 RB 87 N53 CB 66 N 251 CB 67 N54 RB 54 N 252 RB 180 N55 RB 47 N 253 CB 82 N56 RB 80 N 254 SC 71 N57 RB 160 N 255 RB 90 N58 CB 85 N 256 RB 51 N59 RB 62 N 257 CB 82 N60 SC 81 N 258 CB 70 N61 RB 48 N 259 SC 69 N62 CB 69 N 260 SC 50 N63 RB 66 N 261 RB 107 N64 RB 89 N 262 RB 157 N65 RB 44 N 263 RB 110 N66 CB 87 N 264 RB 156 N67 SC 30 N 265 CB 69 N68 SC 85 N 266 CB 66 N69 CB 84 N 267 CB 68 N70 SC 57 N 268 CB 88 N71 SC 50 N 269 CB 69 N72 RB 85 N 270 CB 67 N73 RB 50 N 271 CB 62 N74 RB 133 N 272 CB 59 N75 RB 84 N 273 CB 71 N76 RB 44 N 274 RB 139 N77 RB 95 N 275 RB 86 N78 RB 55 N 276 SC 77 N79 CB 68 N 277 SC 66 N80 SC 50 N 278 CB 63 N81 RB 64 N 279 SC 64 N82 RB 96 N 280 RB 106 N83 RB 86 N 281 SC 68 N84 RB 91 N 282 CB 66 N85 RB 64 N 283 RB 59 N86 RB 57 N 284 RB 48 N87 CB 82 N 285 SC 52 N88 RB 104 N 286 CB 65 N89 RB 48 N 287 CB 64 Y Recap LC @ 180m90 CB 66 N 288 CB 81 Y Recap UC @ 180m91 RB 68 N 289 RB 178 N92 RB 99 N 290 RB 108 N93 RB 195 N 291 RB 87 N94 RB 92 N 292 RB 52 N95 RB 55 N 293 RB 126 N96 SC 78 N 294 RB 107 N97 SC 80 N 295 RB 87 N98 CB 60 N 296 RB 103 N99 CB 66 N 297 RB 61 N

100 SC 72 N 298 RB 55 N101 CB 65 N 299 RB 96 N102 RB 146 N 300 CB 58 N103 RB 61 N 301 RB 105 N104 RB 90 N 302 CB 68 N105 SC 66 N 303 CB 66 N106 SC 78 N 304 CB 59 N107 SC 79 N 305 RB 177 N108 SC 85 N 306 RB 104 N109 RB 33 N 307 CB 79 N110 RB 52 N 308 RB 83 N111 RB 59 N 309 RB 141 N112 RB 134 Y Recap UC 310 CB 65 N113 RB 139 N 311 RB 89 N114 SC 74 N 312 RB 96 N115 RB 52 N 313 RB 48 N116 CB 67 N 314 RB 56 N117 SC 81 N 315 RB 136 N118 RB 115 N 316 RB 95 N119 SC 66 N 317 CB 55 N120 RB 55 N 318 RB 136 N121 RB 124 N 319 RB 115 N122 RB 126 N 320 RB 57 N123 RB 97 N 321 RB 98 N124 RB 88 N 322 RB 70 N125 RB 53 N 323 CB 60 N126 CB 57 N 324 RB 84 N127 RB 53 N 325 RB 96 N128 CB 56 N 326 SC 87 N129 CB 60 N 327 CB 62 N130 CB 73 N 328 RB 176 N131 RB 93 N 329 SC 78 N132 SC 82 N 330 CB 67 N133 CB 74 N 331 RB 54 N134 SC 67 N 332 RB 92 N135 SC 80 N 333 SC 77 N136 CB 61 N 334 RB 156 N137 SC 61 N 335 RB 100 N138 SC 55 N 336 CB 75 N139 RB 45 N 337 CB 75 N140 CB 48 N 338 SC 57 N141 SC 93 N 339 SC 82 N142 SC 69 N 340 RB 110 N143 56 N 341 RB 51 N144 115 N 342 RB 108 N145 143 N 343 SC 70 N146 48 N 344 RB 150 N147 61 N 345 RB 100 N148 50 N 346 RB 63 N149 53 N 347 CB 70 N150 51 N 348 CB 73 N151 SC 66 N 349 CB 68 N152 SC 72 N 350 SC 85 N153 CB 88 Y Recap UC 351 RB 86 N154 SC 84 N 352 CB 70 N155 CB 70 Y Recap LC 353 CB 63 N156 SC 87 N 354 CB 64 N157 CB 60 N 355 CB 67 N158 SC 73 N 356 CB 66 N159 SC 64 N 357 CB 67 N160 SC 49 N 358 SC 88 N161 SC 44 N 359 CB 65 N162 CB 94 N 360 RB 48 N

END LOWER 200m 361 CB 55 NSTART CROSSING 362 SC 103 N

163 RB 38 N 363 CB 63 N164 RB 97 N 364 sC 94 N165 RB 95 N 365 sC 79 N166 RB 126 N 366 sC 80 N167 CB 60 N 367 sC 78 N168 CB 58 N 368 sC 69 N169 CB 73 Y Recap at top of cr 369 sC 56 N170 CB 73 N 370 CB 35 N171 SC 52 N 371 SC 57 N172 SC 83 Y Recap at top of cr 372 SC 67 N173 CB 67 N 373 SC 65 N174 CB 65 N 374 SC 70 N175 SC 69 N 375 CB 80 N176 CB 59 N 376 RB 109 N177 SC 76 N 377 RB 95 N178 SC 66 N 378 RB 91 N179 SC 72 N 379 RB 119 N180 SC 76 N 380 RB 93 N181 SC 80 Y Recap at middle c 381 RB 122 N182 SC 70 N 382 RB 88 N183 MIS NUMBER; BLANK N 383 CB 72 N184 SC 60 N 384 CB 70 N185 SC 64 N 385 RB 86 N186 SC 57 N 386 RB 82 N187 SC 50 N 387 RB 101 N188 SC 49 388 RB 52 N

END CROSSING 389 CB 67 NSTART UPPER 200m 390 RB 54 N

189 RB 227 N 391 SC 53 N190 RB 121 N 392 CB 37 N191 RB 96 N 393 SC 81 N192 RB 116 N 394 CB 63 N193 RB 77 N 395 SC 82 N194 CB 72 N 396 SC 74 N195 CB 85 N 397 CB 66 N196 RB 138 N 398 SC 67 N197 RB 89 N 399 RB 91 N

400 SC 60 N401 SC 65 N402 SC 70 N403 SC 50 N404 SC 36 N

END UPPER 200M

Olympic NFQuitter Ck Recap Arch 08/26/2009

Spp Length (mm) Mark? (Y/N) Comments:1 RB 54 N2 RB 107 N3 RB 126 N4 RB 150 N5 RB 104 N6 RB 101 N7 RB 158 N Bird Mark on dorsal8 RB 100 N9 RB 55 N

10 RB 121 N11 RB 155 N12 RB 101 N

END BELOW CROSSING13 RB 101 N14 RB 54 N15 RB 110 N16 RB 52 N17 RB 58 N18 RB 98 N19 RB 112 N20 RB 105 N21 RB 114 N22 RB 118 N23 RB 137 N 5% EPI24 RB 88 N25 RB 108 N26 RB 87 Y RECAP UC ~20 ft above outlet above grade control

END UNDER CROSSING27 RB 112 N28 RB 161 N MISSING EYE HEALED29 RB 140 N30 RB 146 N31 RB 154 N32 RB 117 N33 RB 110 N34 RB 156 N35 RB 155 N36 RB 149 N37 RB 48 N38 RB 96 N39 RB 125 N40 RB 110 N41 RB 98 N42 RB 100 N43 RB 153 N44 RB 123 N45 RB 98 N46 RB 104 N47 RB 103 N48 RB 125 N49 RB 120 N50 RB 122 N51 RB 100 N52 RB 92 N53 RB 97 N54 RB 86 N55 RB 110 N56 RB 112 N57 RB 111 N58 RB 88 N59 RB 97 N60 RB 110 N61 RB 114 N62 RB 115 N63 RB 95 N64 RB 48 N65 RB 52 N66 RB 47 N

Deschutes NFRoaring Ck Recap 08/14/2009

Spp Length (mm) Mark? (Y/N) Comments:1 RB 165 N2 BK 130 N3 BK 102 N4 BK 124 N BIRD MARKS5 SC 88 N6 SC 74 N7 BK 56 N8 SC 38 N

END BELOW CROSSING No fish captured in crossing9 BK 49 N

10 BK 144 N11 BK 153 N12 BK 112 N13 BK 52 N

END UPPER 200m

Olympic NFTrib to Schafer Recap

Spp Length (mm) Mark (Y/N) Comments:1 CT 63 N 67 CT 112 N2 CT 126 N 68 CT 115 N3 CO 96 N 69 CT 131 N4 CO 64 N 70 CT 142 N5 CO 53 N 71 CO 86 N6 CT 74 N 72 CT 80 N7 CO 78 N 73 CT 70 N8 CO 72 N 74 CT 117 N9 CO 62 N 75 CT 107 N

10 CO 75 N 76 CO 88 N11 CO 54 N 77 CO 80 N12 CO 78 N 78 CO 86 N13 CO 55 N 79 CO 85 N14 CO 73 N 80 CO 73 N15 CO 80 N 81 CT 60 N16 CO 47 N 82 CO 66 N17 CO 72 N 83 CO 75 N18 CO 68 N 84 CO 77 N19 CO 48 N 85 CO 60 N20 CO 47 N 86 RB 106 N21 CO 61 N 87 CO 65 N22 CO 59 N 88 SC 81 N23 CO 52 N 89 CT 61 N24 CO 79 N 90 CO 67 N25 CO 58 N 91 CO 56 N26 CO 60 N 92 CO 65 N27 CO 52 N 93 SC 88 N28 SC 68 N 94 CO 83 N29 CO 75 N 95 CO 76 N30 CO 77 N 96 SC 54 N31 CO 76 N 97 SC 48 N32 CO 47 N 98 SC 65 N33 CO 75 N 99 SC 71 N34 CO 67 N 100 SC 92 N35 RB 115 N 101 SC 86 N36 CT 113 N 102 SC 74 N37 CO 71 N 103 SC 74 N38 CO 72 N 104 SC 49 N39 SC 77 N 105 SC 53 N40 SC 72 N 106 SC 52 N41 CO 78 N END ABOVE CROSSING42 CO 74 N43 SC 66 N44 CT 52 N45 CO 50 N46 CO 48 N47 CO 52 N48 CO 69 N49 CO 53 N50 SC 100 N51 CO 75 N52 CO 76 N53 SC 45 N54 SC 79 N55 SC 70 N56 SC 68 N57 SC 65 N58 SC 66 N59 SC 61 N60 CO 52 N61 CO 75 N62 CO 74 N63 SC 47 N64 SC 70 N65 CO 63 N66 SC 57 N

END BELOW CROSSINGNO FISH N CROSSING

Olympic NFStevens Ck. 2220 Rd. Bridge Recap 08/28/2009

Spp Length (mm) Mark? (Y/N) Comments:1 CO 74 N 86 CO 61 N2 CO 76 N 87 CO 62 N3 CO 75 N 88 CT 105 N4 CT 252 N 89 CT 59 N5 CO 55 N 90 CT 134 N6 CO 74 N 91 CO 64 N7 CO 82 N 92 CO 61 N8 CO 63 N 93 CO 56 N9 CT 203 N 94 CO 52 Y RECAP LC ~155m

10 CO 57 N 95 CO 75 N11 CO 52 N 96 CO 63 N12 CO 64 N 97 CO 60 N13 CO 64 N 98 CT 82 N14 CO 54 N 99 SC 117 N15 CT 151 Y RECAP LC ~100m 100 CO 59 N16 CT 95 N 101 CO 85 N17 CT 150 N 102 CO 70 N18 CO 70 N 103 SC 72 N19 CT 134 N 104 CO 93 N20 CO 83 N 105 CO 67 N21 CO 52 N 106 CO 100 N22 CO 68 N 107 CT 107 N23 CO 60 N 108 CO 82 N24 CT 130 N 109 CO 80 N25 CO 58 N 110 CO 73 N26 CT 111 N 111 CO 80 N27 CO 93 N 112 SC 90 N28 CO 94 N 113 CO 51 N29 CO 49 N 114 SC 58 N30 CO 54 N 115 SC 60 N31 CO 58 N 116 CO 57 N32 CO 59 N 117 CO 54 N33 CT 138 N 118 CO 66 N34 CT 112 N 119 CO 60 N35 CT 105 N 120 CO 100 N36 SC 99 N 121 CT 108 N37 CO 80 N 122 CO 91 N38 CO 66 N 123 CT 75 N39 SC 72 N 124 CO 71 N40 CO 61 N 125 CT 64 N41 SC 100 N 126 CO 83 N42 SC 78 N 127 CT 137 N43 CO 79 N 128 CO 59 N44 CT 90 N 129 CO 66 N45 SC 47 N 130 CO 61 N46 SC 94 N 131 CT 120 N47 SC 98 N 132 CT 180 N48 SC 93 N 133 CO 80 N49 SC 85 N 134 SC 88 N50 SC 77 N 135 SC 81 N51 SC 80 N 136 CO 79 N52 CO 51 N 137 CO 65 N53 SC 48 N 138 CO 66 N54 SC 72 N 139 SC 82 N55 SC 76 N 140 SC 80 N56 SC 66 N 141 CT 64 N57 SC 67 N 142 CO 66 N58 SC 53 N 143 CO 71 N

END BELOW CROSSING NO FISH CAPTURED U 144 CO 84 NSTART ABOVE CROSSING 145 CO 65 N

59 SC 39 N 146 SC 63 N60 SC 82 N 147 SC 85 N61 SC 70 N 148 SC 86 N62 CO 60 N 149 CT 50 N63 CO 55 N 150 SC 76 N64 CO 82 N 151 SC 82 N65 CT 99 N 152 SC 90 N66 CO 92 N 153 SC 77 N67 CO 73 N 154 SC 72 N68 CT 60 N 155 SC 96 N69 CO 80 N 156 SC 73 N70 CT 131 Y RECAP UC ~130m 157 SC 54 N71 CO 50 N 158 SC 89 N72 CO 72 N 159 SC 76 N73 CO 95 N 160 SC 82 N74 CO 76 N 161 SC 52 N75 CO 85 N76 CO 66 N77 SC 59 N78 SC 96 N79 SC 93 N80 SC 84 N81 CT 130 N82 CO 79 N83 CO 74 N84 CO 82 N85 CO 64 N

Lower Stillwell Creek "False Culvert" Recap (07/09/20# Species Recap Y/N Length Comments

1 CO N 64 MORT2 CO N 553 CO N 564 CO N 505 SC N 856 CO N 567 CO N 578 ST N 549 CO N 52

10 CO N 5411 CO N 5312 CT N 10313 ST N 4114 CO N 5715 CO N 5216 CO N 5417 CO N 5518 ST N 10419 SC N 7320 SC N 6921 CO N 4422 ST N 4123 SC N 4024 SC N 7025 CT N 5526 CO N 5427 CO N 7328 ST N 5829 CO N 4630 CO N 5231 CO N 5232 CO N 5133 CO N 4834 CO N 7335 CT N 8336 CO N 6037 CO N 4938 CT N 3739 CO N 5540 CO N 4941 CO N 5242 CO N 5243 CT N 10044 CO N 4545 SC N 6046 SC N 5847 SC N 5748 CO N 6149 CO N 7050 CO N 5551 ST N 4352 CO N 5853 CO N 6254 CT N 8755 CO N 7356 CO N 5257 CO N 5358 CO N 7459 CT N 10060 ST N 4961 ST N 4062 CT N 11763 CT N 10464 CT N 9965 CO N 5166 CO N 59

Lower Stillwell Creek Recap (07/09/2009)# Species Recap Y/N Length

1 CT N 1342 CT N 1333 CO N 514 CO N 565 CO N 506 CO N 547 SC N 708 CT N 679 CO N 60

10 CO N 6011 CO N 6012 CO N 5413 CO N 5514 CO N 5815 CO N 6316 CO N 5717 CT N 11218 CO N 5219 CO N 7120 ST N 7521 CT N 17222 CT N 10623 SC N 5524 CT N 11425 CO N 5626 CO N 4927 ST N 4828 CT N 10229 CO N 5130 CT N 3531 CT N 8932 CT N 10533 SC N 6234 CO N 6535 CO N 5936 ST N 3737 CT N 4238 CO N 5039 CO N 4940 CT N 3541 CO N 4842 CO N 5443 CT N 3744 CO N 5245 CO N 4046 CT N 3547 CO N 5948 CO N 4649 CT N 3550 CO N 3751 CO N 5552 CO N 4753 CO N 4954 CO N 6755 ST N 9556 CO N 5357 CO N 5458 CO N 5259 CO N 5060 CO N 5861 CT N 9062 CT N 5863 CO N 5264 CO N 4565 CO N 5266 CT N 4367 CT N 4068 CO N 6769 CT N 4270 CT N 4071 CT N 4272 CT N 8873 CT N 8974 CT N 9375 CO N 7476 SC N 6577 SC N 6078 SC N 7579 SC N 7580 SC N 70

Stillwell upper Recap

1 CT 562 CT 493 CT 1054 CT 40

END LOWER5 CT 138 Y Recap UC6 CT 967 CT 105 Y Recap UC8 SC 709 SC 70

END CROSSING10 SC 6511 SC 6812 SC 7713 SC 6214 SC 60 Y Recap UC

END ABOVE

Toketa Creek Recap

Spp Length (mm) Mark (Y/N) Comments: Spp Spp Length (mm) Mark (Y/N) Comments:1 CT 90 mort 52 CT 1562 CT 62 mort 53 CT 2013 CT 215 54 CT 1164 CT 130 55 CT 1405 CT 140 56 RB 1216 CT 129 57 CT 106 Y Recap LC7 CT 156 58 CT 1268 CT 95 59 CT 1149 CT 96 60 CT 139

10 RB 106 61 CT 5711 CT 102 62 CT 6612 CT 93 63 CT 6313 RB 98 64 CT 6114 CT 112 65 CT 5815 CT 105 66 CT 4716 CT 71 67 CT 5717 CT 68 68 CT 6918 CT 64 69 CT 8519 CT 63 70 CT 6520 CT 73 71 CT 5621 CT 58 72 CT 6722 CT 49 73 CT 4623 CT 65 74 CT 8424 CT 72 75 CT 8025 CT 58 76 SC 6526 CT 61 77 CT 5627 CT 45 78 CT 7028 CT 63 79 SC 7529 CT 60 80 SC 6530 CT 53 81 CT 5331 SC 65 82 SC 6632 SC 65 83 SC 6833 SC 52 84 CT 5634 SC 56 85 CT 53 mort35 SC 51 86 CT 50 mort36 CT 134 87 SC 6737 CT 139 88 SC 7038 CT 115 89 SC 6039 CT 94 90 SC 5740 CT 69 91 SC 6241 RB 106 92 SC 5642 CT 64 93 SC 5343 CT 60 94 CT 65 mort44 CT 65 95 CT 14545 CT 58 96 CT 11746 CT 60 97 CT 15047 CT 60 98 CT 10148 SC 67 99 CT 13849 SC 60 100 CT 12050 SC 69 101 RB 11251 SC 60 102 CT 114

END BELOW CROSSING 103 RB 107NO FISH CAPTURED IN CROSSING 104 CT 115

105 CT 127106 CT 110107 CT 95108 CT 100109 CT 94110 CT 58111 CT 51112 CT 90113 RB 91114 CT 88115 CT 56116 CT 59117 CT 70118 CT 55119 CT 58120 SC 76121 SC 67 Y Recap UC122 SC 67123 SC 74124 SC 58125 SC 67 Y Recap UC

Abbot lower Mark

Spp Length (mmMark Comments:

1 RB 105 LC

2 RB 93 LC

3 RB 93 LC

4 RB 74 LC

5 RB 38 N

6 RB 39 N

7 RB 80 LC

8 RB 40 N

9 RB 44 LC

10 SC 42 LC

11 SC 65 LC

12 SC 77 LC

13 SC 86 LC

14 SC 80 LC

15 SC 60 LC

16 SC 65 LC

17 SC 65 LC

18 SC 30 N

19 SC 54 LC

20 SC 58 LC

21 SC 73 LC

22 SC 70 LC

23 SC 66 LC

24 SC 52 LC

25 SC 75 LC

26 SC 35 N

27 SC 46 LC

28 SC 41 LC

29 SC 63 LC

30 SC 29 LC

31 SC 65 LC

32 SC 53 LC

END LOWER MARK

33 RB 153 UC

34 RB 103 UC

35 RB 74 UC

36 RB 103 UC

37 RB 40 MORT

38 RB 45 UC

39 RB 50 UC

40 RB 38 N

41 RB 35 N

42 RB 46 UC

43 BK 63 UC

44 SC 89 UC

45 SC 79 UC

46 SC 58 UC

47 SC 38 N

Abbot uppe

Spp Length (mm) Mark Comments:

1 BK 125 LC

2 BK 113 LC

3 BK 91 LC

4 BK 90 LC

5 BK 55 LC

6 BK 57 LC

7 SC 65 LC

8 SC 80 LC

9 SC 77 LC

10 SC 67 LC

11 SC 66 LC

12 SC 35 LC

13 SC 34 LC

14 SC 36 LC

15 SC 35 LC

16 SC 29 LC

END LOWER MARK

17 BK 154 UC

18 BK 107 UC

19 BK 118 UC

20 BK 107 UC

21 SC 35 UC

22 BK 60 UC

Badger Arch Mark

Spp Length (mm) Mark Comments: Spp Length (mm) Mark Comments

1 RB 137 UC 40 RB 185 LC

2 RB 52 UC 41 RB 180 LC

3 RB 186 UC 42 RB 130 LC

4 RB 122 UC 43 RB 78 LC

5 CB 70 UC 44 RB 49 LC

6 CB 88 UC 45 RB 45 LC

7 RB 158 UC 46 RB 44 LC

8 SC 68 UC 47 RB 169 LC

9 SC 52 UC 48 RB 104 LC

10 SC 53 UC 49 SC 56 LC

11 RB 121 UC 50 SC 51 LC

12 RB 52 UC 51 RB 122 LC

13 RB 86 UC 52 SC 100 LC

14 RB 99 UC 53 SC 54 LC

15 RB 190 UC 54 RB 5 LC

16 RB 80 UC 55 SC 101 LC

17 RB 49 UC 56 SC 110 LC

18 RB 93 UC 57 SC 57 LC

19 RB 84 UC 58 RB 61 LC

20 RB 162 UC 59 RB 47 LC

21 RB 47 UC 60 RB 55 LC

22 SC 80 UC 61 RB 47 LC

23 RB 147 UC 62 RB 48 LC

24 RB 141 UC 63 SC 106 LC

25 SC 66 UC 64 RB 35 LC

26 RB 79 UC 65 SC 50 LC

27 RB 94 UC 66 SC 47 LC

28 SC 82 UC 67 SC 60 LC

29 RB 50 UC

30 RB 53 UC

31 SC 52 UC

32 SC 70 UC

33 SC 85 UC

34 SC 93 UC

35 SC 84 UC

36 RB 55 UC

37 SC 48 UC

38 SC 51 UC

39 SC 50 UC

END LOWER MARK

Badger DECOM Mark

Spp Length (mmMark Comments: Spp Length (mm) Mark Comments

1 RB 168 LC 32 RB 175 UC

2 RB 122 LC 33 CB 88 UC

3 RB 130 LC 34 RB 142 UC

4 RB 154 LC 35 CB 100 UC

5 RB 44 LC 36 CB 80 UC

6 RB 55 LC 37 CB 94 UC

7 RB 221 LC 38 CB 89 UC

8 RB 139 LC 39 SC 90 UC

9 SC 57 LC 40 CB 62 UC

10 SC 62 LC 41 SC 90 UC

11 RB 143 LC 42 CB 76 UC

12 SC 74 LC 43 CB 78 UC

13 RB 88 LC 44 SC 101 UC

14 SC 72 LC 45 SC 110 UC

15 RB 92 LC 46 SC 95 UC

16 RB 90 LC 47 SC 61 UC

17 RB 57 LC 48 CB 78 UC

18 RB 75 LC

19 SC 95 LC

20 SC 91 LC

21 CB 74 LC

22 RB 87 LC

23 RB 51 LC

24 SC 48 LC

25 SC 70 LC

26 RB 45 LC

27 SC 65 LC

28 SC 70 LC

29 SC 68

30 SC 52

31 SC 51

END LOWER MARK

Upper Stillwell Creek (Below Crossing) 6/04# Species Mark Length

1 CT LV 992 CT LV 1243 CT LV 1364 CT LV 1055 CT LV 1476 CT LV 69

Lower Stillwell Creek Below Crossing (6/04/2009)# Species Mark Length Comments

1 CO UC 582 CO UC 443 CO UC 434 CO UC 435 CO UC 446 CO UC 427 CO UC 448 CT UC 1279 CO UC 53

10 CO UC 4111 CT UC 9312 CT UC 9713 CT UC 7814 CT UC 7915 CT UC 8416 CO UC 4417 SC UC 7218 CO UC 4619 CO UC 4020 CO UC 4621 CO UC 4222 CO UC 4423 CO UC 4324 CO UC 4525 SC UC 6026 CO UC 30 MORT - HEAD TRAMA27 SC UC 6828 CO UC 4129 CT UC 21930 CO UC 4031 CO UC 4432 CO UC 4533 RB UC 3534 SC UC 7035 SC UC 6036 CO UC 6437 CO UC 6138 SC UC 7239 SC UC 69

Lower Stillwell Creek "False Culvert" (6/04/2009)# Species Mark Length Comments

1 ST LC 972 CO LC 443 CT LC 1254 CT LC 1075 ST LC 1046 CO LC 457 CO LC 448 CO LC 509 CT LC 115

10 ST LC 9211 CO LC 4512 CT LC 8313 CO LC 4614 CO LC 4115 CO LC 6016 CO LC 4517 CO LC 4218 CO LC 5819 CO LC 6020 SC LC 6021 SC LC 6022 SC LC 4523 CO <3024 CO <3025 CO <3026 CO <3027 CO <3028 CO <3029 CO <3030 CO <3031 CO LC 4132 CO LC 4133 CO LC 45 MORT34 CO LC 4335 CO LC 4436 CO LC 4337 CO LC 4338 CO LC 4339 CO LC 3940 CO LC 3941 SC LC 5042 SC LC 6043 SC LC 4544 CO LC 3945 CO LC 56 MORT46 CO LC 41 MORT47 SC LC 35

Stevens <ark


1 CO 68 LC

2 CO 59 LC

3 RB 42 LC

4 CO 75 LC

5 CO 88 LC

6 CO 97 LC

7 CO 64 LC

8 CT 108 LC

9 CO 60 LC

10 CT 115 LC

11 CO 81 LC

12 CO 60 LC

13 CO 80 LC

14 CO 81 LC

15 RB 125 LC

16 CT 94 LC

17 CO 82 LC

18 CO 58 LC

19 CT 96 LC

20 CT 151 LC

21 CT 76 LC

22 CT 80 LC

23 CT 73 LC

24 CT 57 LC

25 CT 71 LC

26 CT 53 LC

27 CT 54 LC

28 CT 56 LC

29 CT 75 LC

30 SC 95 LC

31 SC 86 LC

32 SC 85 LC

33 SC 102 LC

34 SC 77 LC

35 SC 71 LC

36 SC 63 LC

37 SC 78 LC

38 SC 60 LC

39 SC 37 N

40 SC 38 N

41 SC 39 N

42 SC 10 N

END LOWER MARK

43 CO 65 UC

44 CO 72 UC

45 CO 60 UC

46 CT 48 UC

47 CO 51 UC

48 CO 55 UC

49 CO 70 UC

50 SC 65 UC

51 CO 52 UC

52 RB 168 UC

53 CO 70 UC

54 CO 70 UC

55 CO 64 UC

56 CO 52 UC

57 CT 148 UC

58 CO 74 UC

59 CO 82 UC

60 CO 67 UC

61 CO 51 UC

62 CO 53 UC

63 CT 104 UC

64 CO 60 UC

65 CO 67 UC

66 CO 77 UC

67 CT 106 UC

68 CO 68 UC

69 CT 105 UC

70 CO 60 UC

71 CO 78 UC

72 CO 74 UC

73 CT 65 UC

74 CT 122 UC

75 SC 57 UC

76 CO 70 UC

77 CO 73 UC

78 CO 57 UC

79 CO 87 UC

80 CO 72 UC

81 CO 74 UC

82 CO 80 UC

83 CO 71 UC

84 CO 64 UC

85 SC 67 UC

86 SC 70 UC

87 SC 70 UC

88 SC 103 UC

89 SC 85 UC

90 SC 81 UC

91 SC 85 UC

92 SC 77 UC

93 SC 48 UC

94 SC 85 UC

95 SC 67 UC

96 SC 77 UC

97 SC 67 UC

98 CT 51 UC

99 CO 81 UC

100 CO 79 UC

101 CT 145 UC

102 CO 77 UC

103 RB 112 UC

104 CO 48 UC

105 CO 80 UC

Scafer Mark


1 CO 67 LC

2 CO 57 LC

3 CO 64 LC

4 CO 68 LC

5 CO 72 LC

6 CO 51 LC

7 CO 65 LC

8 CO 61 LC

9 CO 55 LC

10 CT 148 LC

11 CO 67 LC

12 CT 90 LC

13 CO 65 LC

14 CO 66 LC

15 CO 147 LC

16 CO 75 LC

17 CO 99 LC

18 CO 49 LC

19 CO 101 LC

20 CO 49 LC

21 CO 105 LC

22 CO 73 LC

23 CT 51 LC

24 CO 49 LC

25 CO 68 LC

26 CO 78 LC

27 CO 63 LC

28 CO 55 LC

29 CO 70 LC

30 SC 80 LC

31 SC 91 LC

32 CO 66 LC

33 CO 47 LC

34 SC 93 LC

35 SC 82 LC

36 SC 79 LC

37 SC 67 LC

38 SC 36 LC

39 SC 76 LC

40 SC 73 LC

41 SC 58 LC

42 SC 56 LC

43 CO 76 UC

44 CO 60 UC

45 CO 54 UC

46 CO 80 UC

47 CO 55 UC

48 CT 120 UC

49 CO 65 UC

50 CO 51 UC

51 CO 51 UC

52 CO 55 UC

53 CO 56 UC

54 CO 54 UC

55 CO 74 UC

56 CO 52 UC

57 CT 106 UC

58 CT 110 UC

59 CO 58 UC

60 CO 55 UC

61 CO 55 UC

62 CO 59 UC

63 CO 58 UC

64 CT 61 UC

65 CO 79 UC

66 CO 53 UC

67 CO 75 UC

68 CO 57 UC

69 CO 60 UC

70 CO 53 UC

71 CO 46 UC

72 CO 57 UC

73 CO 55 UC

74 CO 60 UC

75 CO 57 UC

76 SC 76 UC

77 SC 63 UC

78 SC 80 UC

79 SC 75 UC

80 SC 65 UC

Roaring Mark


1 BK 50 LC

2 BK 95 LC

3 BK 50 UC

4 BK 43 UC

5 BK 47 UC

6 BK 48 UC

7 BK 46 UC

8 BK 115 UC

9 BK 98 UC

10 BK 121 UC

Quitter Mark


1 RB 110 LC

2 RB 100 LC

3 RB 96 LC

4 RB 112 LC

5 RB 122 LC

6 RB 146 LC

7 RB 142 LC

8 RB 120 LC

9 RB 103 LC

10 RB 96 LC

11 RB 160 LC

12 RB 112 LC

13 RB 100 LC

14 RB 91 LC

15 RB 101 LC

16 RB 97 LC

17 RB 37 N

18 RB 136 UC

19 RB 101 UC

20 RB 124 UC

21 RB 85 UC

22 RB 105 UC

23 RB 117 UC

24 RB 94 UC

25 RB 100 UC

26 RB 100 UC

27 RB 83 UC

28 RB 128 UC

29 RB 163 UC

30 RB 98 UC

31 RB 151 UC

32 RB 143 UC

33 RB 164 UC

Mill Mark

Spp Length (mm) Mark Comments: Spp Length (mm) Mark Comments:

1 CB 96 LC 57 RB 95 UC

2 RB 60 LC 58 CB 64 UC

3 CB 70 LC 59 RB 135 UC

4 RB 220 LC 60 CB 60 UC

5 RB 95 LC 61 RB 151 UC

6 RB 46 LC 62 RB 105 UC

7 RB 95 LC 63 RB 109 UC

8 RB 132 LC 64 RB 86 UC

9 RB 158 LC 65 CB 75 UC

10 SC 41 LC 66 RB 54 UC

11 RB 107 LC 67 RB 94 UC

12 CB 170 LC 68 CB 70 UC

13 RB 55 LC 69 RB 41 UC

14 RB 52 LC 70 RB 172 UC

15 RB 102 LC 71 CB 72 UC

16 SC 72 LC 72 CB 66 UC

17 SC 82 LC 73 RB 98 UC

18 SC 49 LC 74 RB 131 UC

19 SC 54 LC 75 RB 117 UC

20 SC 46 LC 76 CB 68 UC

21 RB 106 LC 77 CB 70 UC

22 SC 67 LC 78 RB 95 UC

23 RB 151 LC 79 CB 68 UC

24 RB 55 LC 80 RB 95 UC

25 RB 54 LC 81 CB 70 UC

26 CB 80 LC 82 RB 45 UC

27 CB 81 LC 83 SC 71 UC

28 RB 134 LC 84 SC 74 UC

29 CB 65 LC 85 CB 81 UC

30 CB 60 LC 86 CB 65 UC

31 RB 63 LC 87 CB 78 UC

32 RB 47 LC 88 CB 64 UC

33 CB 59 LC 89 SC 59 UC

34 CB 60 LC 90 RB 98 UC

35 CB 65 LC 91 RB 87 UC

36 CB 65 LC 92 RB 94 UC

37 CB 72 LC 93 RB 121 UC

38 SC 82 LC 94 CB 60 UC

39 CB 66 LC 95 CB 63 UC

40 RB 53 LC 96 SC 46 UC

41 CB 69 LC

42 SC 82 LC

43 SC 62 LC

44 RB 50 LC

45 CB 73 LC

46 SC 80 LC

47 SC 61 LC

48 SC 75 LC

49 SC 68 LC

50 SC 61 LC

51 SC 60 LC

52 SC 57 LC

53 SC 48 LC

54 SC 47 LC

55 SC 50 LC

56 SC 52 LC

END LOWER MARK

5

McKay upper Mark


1 RB 84 UC

2 RB 145 UC

3 RB 139 UC

4 RB 193 UC

5 RB 112 UC

6 RB 105 UC

7 RB 122 UC

8 RB 104 UC

9 RB 107 UC

10 RB 133 UC

11 RB 125 UC

12 RB 113 UC

13 RB 70 UC

14 RB 116 UC

15 RB 106 UC

16 RB 84 UC

17 RB 89 UC

18 RB 142 UC

19 RB 101 UC

20 RB 85 UC

21 RB 91 UC

22 RB 105 UC

23 RB 93 UC

24 RB 85 UC

25 RB 73 UC

26 RB 95 UC

27 RB 87 UC

END UPPER MARK

28 RB 113

29 RB 107 LC

30 RB 120 LC

31 RB 104 LC

32 RB 90 LC

33 RB 144 LC

34 RB 109 LC

35 RB 182 LC

36 RB 86 LC

37 RB 84 LC

38 RB 77 LC

39 RB 100 LC

McKay lower Mark

Spp Length (mm) Mark Comments: Spp Length (mm) Mark Comments:

1 RB 102 LC 52 RB 90 UC

2 RB 169 LC 53 RB 185 UC

3 RB 121 LC 54 RB 43 UC

4 RB 180 LC 55 RB 96 UC

5 RB 176 LC 56 RB 167 UC

6 RB 137 LC 57 RB 126 UC

7 RB 134 LC 58 RB 98 UC

8 RB 91 LC 59 RB 116 UC

9 RB 144 LC 60 RB 39 UC

10 RB 163 LC 61 RB 86 UC

11 RB 113 LC 62 RB 105 UC

12 RB 88 LC 63 RB 94 UC

13 RB 139 LC 64 RB 90 UC

14 RB 157 LC 65 RB 114 UC

15 RB 140 LC 66 RB 142 UC

16 RB 75 LC 67 RB 45 UC

17 RB 106 LC 68 RB 92 UC

18 RB 200 LC 69 RB 125 UC

19 RB 151 LC 70 RB 95 UC

20 RB 172 LC 71 RB 46 UC

21 RB 181 LC 72 RB 115 UC

22 RB 149 LC 73 RB 107 UC

23 RB 175 LC 74 RB 110 UC

24 RB 164 LC 75 RB 105 UC

25 RB 121 LC 76 RB 90 UC

26 RB 128 LC 77 RB 72 UC

27 RB 35 LC 78 RB 77 UC

28 RB 82 LC 79 RB 77 UC

29 RB 96 LC 80 RB 47 UC

30 RB 127 LC 81 RB 82 UC

31 RB 109 LC 82 RB 82 UC

32 RB 125 LC 83 RB 77 UC

33 RB 109 LC

34 RB 107 LC

35 RB 138 LC

36 RB 105 LC

37 RB 46 LC

38 RB 179 LC

39 RB 114 LC

40 RB 109 LC

41 RB 143 LC

42 RB 97 LC

43 RB 158 LC

44 RB 45 LC

45 RB 143 LC

46 RB 122 LC

47 RB 43 LC

48 RB 135 LC

49 RB 122 LC

50 RB 42 LC

51 RB 78 LC

END LOWER MARK

Gold Mark


1 RB 128 LC

2 RB 163 UC

3 RB 98 UC

4 RB 151 UC

5 RB 143 UC

6 RB 164 UC

First Mark


1 BK 138 LC

2 CT 184 LC

3 BK 151 LC

4 BK 156 LC

5 CT 132 LC

6 BK 111 LC

7 BK 110 LC

8 BK 151 LC

9 CT 152 LC

10 BK 140 LC

11 BK 112 LC

12 BK 114 LC

13 BK 153 LC

14 BK 145 LC

15 CT 122 LC

16 BK 110 LC

17 CT 101 LC

18 BK 166 LC

19 CT 168 LC

20 BK 145 LC

21 BK 115 LC

22 BK 45 LC

END LOWER MARK

23 CT 97 UC

24 CT 132 UC

25 CT 157 UC

26 CT 144 UC

27 CT 106 UC

28 CT 187 UC

29 BK 140 UC

30 BK 99 UC

31 BK 154 UC

32 BK 189 UC

33 CT 144 UC

34 BK 144 UC

35 CT 141 UC

36 BK 139 UC

37 BK 130 UC

38 BK 144 UC

39 CT 97 UC

40 BK 136 UC

41 BK 118 UC

Brush Mark


1 BK 230 LC

2 BK 171 LC

3 BK 102 LC

4 RB 89 LC

5 RB 35 LC

6 BK 63 LC

7 SC 46 LC

8 SC 61 LC

end lower mark

9 BK 177 UC

10 SC 91 UC

11 SC 82 UC

12 SC 83 UC

13 SC 77 UC

14 SC 80 UC

15 SC 70 UC

16 SC 52 UC

17 SC 50 UC

Bear Mark


1 CO 62 LC

2 CO 69 LC

3 CO 60 LC

4 CO 74 LC

5 CO 56 LC

6 CT 117 LC

7 CO 72 LC

8 CO 68 LC

9 CO 73 LC

10 CO 65 LC

11 RB 179 LC

12 CO 74 LC

13 CO 66 LC

14 CT 56 LC

15 CO 71 LC

16 CO 70 LC

17 CO 67 LC

18 CO 67 LC

19 CO 55 LC

20 CO 67 LC

21 CO 55 LC

22 CT 115 LC

23 CO 59 LC

24 CO 61 LC

25 CO 58 LC

26 CO 76 LC

27 CO 62 LC

28 SC 92 LC

29 CT 46 mort

30 CO 70 LC

31 CO 77 LC

32 CO 62 LC

33 SC 72 LC

34 SC 64 LC

35 CO 81 LC

36 CO 64 LC

37 SC 78 LC

38 SC 89 LC

39 CO 72

END LOWER MARK

40 CT 75 UC

41 CO 105 UC

42 CO 75 UC

43 CO 60 UC

44 CO 60 UC

45 CO 70 UC

46 CO 69 UC

47 CO 65 UC

48 CO 63 UC

49 CO 55 UC

50 CO 50 UC

51 CT 55 UC

52 CO 55 UC

53 SC 73 UC

54 CO 73 UC

55 RB 139 UC

56 CO 71 UC

57 CO 60 UC

58 CO 68 UC

59 CO 64 UC

60 CO 69 UC

61 CO 69 UC

62 CO 56 UC

63 CT 81 UC

64 CO 69 UC

65 CO 79 UC

66 CO 70 UC

67 CO 71 UC

68 RB 154 UC

69 CO 79 UC

70 CO 73 UC

71 CO 89 UC

72 CO 78 UC

73 CO 64 UC

74 CO 79 UC

75 CO 75 UC

76 CO 69 UC

77 CO 62 UC

78 SC 86 mort

79 SC 100 UC

80 SC 78 UC

81 SC 56 UC

82 SC 55 UC

83 SC 66 UC

84 SC 70 UC

85 SC 47 UC

Toketa Creek# Species Mark Length Comments

1 RB LC 1032 CT LC 993 RB LC 1324 RB LC 51 MORT5 CT LC 756 CT LC 927 RB LC 1118 CT LC 1919 RB LC 89

10 CT LC 13311 RB LC 11912 CT LC 8913 CT LC 10514 CT LC 15215 CT LC 10416 CT LC 16517 CT LC 4818 SC LC 7019 CT LC 4720 SC LC 6021 SC LC 7222 SC LC 6223 SC LC 67

# Species Mark Length1 CT UC 1092 RB UC 493 CT UC 944 CT UC 1155 CT UC 1096 CT UC 897 CT UC 948 CT UC 1159 RB UC 51

10 CT UC 9311 RB UC 4412 RB UC 11713 CT UC 18414 RB UC 5015 RB UC 4616 SC UC 4417 SC UC 5518 SC NM 3919 SC UC 44

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Pacific Northwest Region Stream Crossing Effectiveness