# GPSMosbyMerge4

desc_:
Anchor #1 end at old log stringer bridge crossing


desc_:
End pool count - Mosby floodplain that Palmer traverses


desc_:
Right - low flow, stable, potential alcove development site


desc_:
5' log blocks fish passage - second 6' vertical sill log 60' upstream


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Begin treatment reach 2 - LWD objective of gravel sorting


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Thin riparian right, but limited distance; otherwise good cover


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Road crossing abandoned quarry - Cow Cr Falls


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step pools across bedrock - BR ends shortly above here


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Ephemeral - full span jam soon to blow out


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Culvert on small trib -- 30" rotted bottom in 4' channel


desc_:
Starts at wpt 767 - From wpt 776-support existing complexity


desc_:
Culvert - 6' pipe with 6" perch- - high risk of perch if replaced due to downstream unstable jam


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Ephemeral - 4' plus 6' jam from debris torrent- end of anadromous


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Culvert 4' X 40' with 5' perch 150' above fk split - remove - non-rocked road


desc_:
channel lifted back on floodplain by jam - 18" terrace


desc_:
Full terrace engaged - highly complex channel meander


desc_:
Culvert - 3' pipe in 8' channel- mashed pipe at upstream end will plug and blow out road 15x7x30' prism-3000cf fill


desc_:
Log/rock jam 5' sill log perch 60' below undersized culvert ends summer & anadromous migration


desc_:
Trib Culvert - 3' pipe in 4' trib with 3' perch - not a priority for replacement due to high gradient 3-4% of trib


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Gravels above jam - cutthroat gravels 6'X8'


desc_:
End survey - debris flow-big log jam-end summer & anadromous


desc_:
Bedrock falls - allows access - permanent grade control


desc_:
Old slide area formed side channel from blockage


desc_:
Barrier to resident CT only. 5' culvert in deep fill 1' perch. Low priority, if any, graded riffles only. CT don't need to migrate for cold water here. Lg sediment source on ds side left - low spot on inside corner


desc_:
Top of broad terrace left that would function as alcove - good hyporheic flow


desc_:
3.5 ft falls followed by pool below 7' falls


desc_:
Bedrock falls - 6' stepped in 30' - probably not block anadromous


desc_:
Double 4' round culvert (rt rotted out-losing flow) - 8" perch rt,  7" perch lt - left has 14" bedload blockage at top end -12' channel


desc_:
Ephemeral - log creates 2' bedload perch behind log dropping flow between log & rock


desc_:
Plugged road culvert - ran down to next culvert


desc_:
Floodplain narrows - low gradient for some distance - hillslope confined above here


desc_:
Passable for anadromous in winter flows-6' vertical debris jam


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Alder covered low terrace - road adjacent - 1st substantial fp terrace


desc_:
3-3' concrete sectional culverts in 10' channel - adult & juvenile barrier


desc_:
Dam - 24" perch (2)15" steps - 25' across channel summer juvenile migration barrier


desc_:
End pool count - massive pool above upper end of influence of concrete dam grade control


desc_:
spawning gravel above lwd-passable in winter


desc_:
Mouth Schoolhouse Cr - Japanese knotweed


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road crossing - twin 3' conc pipes- rt half full sediment - 8' channel


desc_:
end of survey - enshrouded with blackberry above here


desc_:
Bedrock intrusion - 150' above rd crossing establishes permanent grade control


desc_:
Culverts (2) 4'X20' CMP 16" & 20" perch & rotted bottoms block summer migration, perches stop lamprey & cuts in some flow regimes, about 250' above bridge providing grade control to upstream channel - 1/2 mile to Demmon xing


desc_:
(3) culverts- 4', 5', 5' with 3', 2', 2' perches - defininitive barriers for adults, rotten through the bottom, leaking flow & undermining the fill, 2' debris block at inlet (35041 driveway)


desc_:
5' squash pipe with 30" overlow pipe - set on bedrock - not perched - passable (35100 driveway)


desc_:
6' round pipe with 1' perch (35108 driveway)


desc_:
5' squash pipe with 4' perch in 11' channel


desc_:
5' round pipe with 5' perch in 9' channel at bankfull


desc_:
Dam structure with slotted dam board header - permanent barriers to all anadromous, resident & lamprey - concrete apron is perched 12" below and 36" at dam boards


desc_:
Ephemeral passage barrier? of logs in alder pincg holding bedload above that overtops rt terrace 1' in high flows


desc_:
Channel character above ag zone - low terrace, wetland 150'


desc_:
9.5 ft bankfull transitions to hillslope confined


desc_:
Upper end of wetland floodplain 400' to nick point/hillslope - bottom of forested wetland


desc_:
Mosby Cr Rd 36" concrete pipe with 15" perch onto rock with v. large scour pool below


desc_:
Seed Orchard Crossing (2) 30" culverts- #1 not perched (half flow), #2 perched 12"rotted bottom-flow under- as flow reduces, most flow will go under #2


desc_:
4' pipe with 6" perch - low priority low flow


desc_:
30" concrete pipe in 5' channel - no perch


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5' pipe with 4' perch on left trib split (85% of flow)- bridge staged to replace culvert


desc_:
Ephemeral debris jam with 4' sill log perch


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Begin broad low terrace right - WFk confluence


desc_:
Side channel #2 inlet - active winter, disconnected summer


desc_:
Major BR intrusion - both sides- natural pinch- highest possible Spring Chinook holding pool 10' deep


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Series of 3 old side oriented wood & boulder structures- no response


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2nd observed beaver feeding station & sgl mussel - photo of natural rock weir trapping gravel


desc_:
Sill log structure - 24" perch - end run likely velocity barrier


desc_:
4 old large excavations above here appear to be Chinook


desc_:
Riparian being taken by meander - insufficient buffer


desc_:
Culvert 6' X 55' CMP in 12' bankfull bottom rotted out - undersized - maintenance issue - passable


desc_:
Culvert 5'X20' CMP undersized but passable - 45' upstream from double culvert at wpt 879


desc_:
Triple culvert with approx 1' perch as conveyed by landowner's (Demmon) granddaughter - undersized


desc_:
Upper end of side channel left - sealed off by debris runout


desc_:
Top of Side channel #4 - Log structure site


desc_:
Begin Side channel #10 Major channel split at top of Palmer Cr flat


desc_:
End island side channel #10 - Begin side channel #11


desc_:
Braided channel segment adjacent to mill pond


desc_:
End treatment reach 2 - begin treatment reach 3 with objective to raise channel to terrace for max hyporheic flow


desc_:
Lower Palmer and Mosby side channel upstream to road crossing


desc_:
Ephemeral log jam 18" perch pool to pool surface - complicated by overhanging debris, followed by 30" log perch


desc_:
End Anchor #1 above major bedrock intrusion


desc_:
6 ft steel culvert perched 3 ft - juvenile & adult barrier


desc_:
Mosby Cr road crossing - undersized,  rotted


desc_:
34770 Kizer Cr Rd - two culverts 30" and 24" with fully rotted bottoms that have eroded into perches of 4-6"


desc_:
34612 Kizer Cr Rd - Two 30" culverts tyhat are perched 24" creating a barrier to juvenile passage


# MosbyKnotweed

desc_:
Mouth Schoolhouse Cr - Japanese knotweed


# MosbyLFA_Prescriptions

desc_:
Right - low flow, stable, potential alcove development site


desc_:
Culvert 4' X 40' with 5' perch 150' above fk split - remove - non-rocked road


desc_:
Culvert - 3' pipe in 8' channel- mashed pipe at upstream end will plug and blow out road 15x7x30' prism-3000cf fill


desc_:
Barrier to resident CT only. 5' culvert in deep fill 1' perch. Low priority, if any, graded riffles only. CT don't need to migrate for cold water here. Lg sediment source on ds side left - low spot on inside corner


desc_:
Top of broad terrace left that would function as alcove - good hyporheic flow


desc_:
Double 4' round culvert (rt rotted out-losing flow) - 8" perch rt,  7" perch lt - left has 14" bedload blockage at top end -12' channel


desc_:
Dam - 24" perch (2)15" steps - 25' across channel summer juvenile migration barrier


desc_:
End pool count - massive pool above upper end of influence of concrete dam grade control


desc_:
Culverts (2) 4'X20' CMP 16" & 20" perch & rotted bottoms block summer migration, perches stop lamprey & cuts in some flow regimes, about 250' above bridge providing grade control to upstream channel - 1/2 mile to Demmon xing


desc_:
(3) culverts- 4', 5', 5' with 3', 2', 2' perches - defininitive barriers for adults, rotten through the bottom, leaking flow & undermining the fill, 2' debris block at inlet (35041 driveway)


desc_:
6' round pipe with 1' perch (35108 driveway)


desc_:
5' squash pipe with 4' perch in 11' channel


desc_:
5' round pipe with 5' perch in 9' channel at bankfull


desc_:
Dam structure with slotted dam board header - permanent barriers to all anadromous, resident & lamprey - concrete apron is perched 12" below and 36" at dam boards


desc_:
Channel character above ag zone - low terrace, wetland 150'


desc_:
Mosby Cr Rd 36" concrete pipe with 15" perch onto rock with v. large scour pool below


desc_:
Seed Orchard Crossing (2) 30" culverts- #1 not perched (half flow), #2 perched 12"rotted bottom-flow under- as flow reduces, most flow will go under #2


desc_:
4' pipe with 6" perch - low priority low flow


desc_:
30" concrete pipe in 5' channel - no perch


desc_:
Sill log structure - 24" perch - end run likely velocity barrier


desc_:
4 old large excavations above here appear to be Chinook


desc_:
Culvert 5'X20' CMP undersized but passable - 45' upstream from double culvert at wpt 879


desc_:
Triple culvert with approx 1' perch as conveyed by landowner's (Demmon) granddaughter - undersized


desc_:
6 ft steel culvert perched 3 ft - juvenile & adult barrier


desc_:
34770 Kizer Cr Rd - two culverts 30" and 24" with fully rotted bottoms that have eroded into perches of 4-6"


desc_:
34612 Kizer Cr Rd - Two 30" culverts tyhat are perched 24" creating a barrier to juvenile passage


desc_:
Culvert on small trib -- 30" rotted bottom in 4' channel


desc_:
Culvert - 6' pipe with 6" perch- - high risk of perch if replaced due to downstream unstable jam


desc_:
Trib Culvert - 3' pipe in 4' trib with 3' perch - not a priority for replacement due to high gradient 3-4% of trib


desc_:
3-3' concrete sectional culverts in 10' channel - adult & juvenile barrier


desc_:
road crossing - twin 3' conc pipes- rt half full sediment - 8' channel


desc_:
Culvert 6' X 55' CMP in 12' bankfull bottom rotted out - undersized - maintenance issue - passable


# _3001_MosbyProject_OWRICopy

Name:
Mosby Creek Spring Chinook Re-Establishment Project


Treatment:
Log placement site (placed in side channel)


Treatment:
Log Placement site (placed on terrace, not in channel)


Treatment:
Log Placement Site (placed in side channel)


# TemperatureProbesmerged

FolderPath:
2013 Temperature Probes.kmz/2013 Temperature Probes


desc_:
just above lower end of side channel on right


desc_:
downstream of Palmer acrross from 2 big boulders


# Mosby_TempProbe_2012actial

Loc_Desc:
Heading downstream on Mosby Mainline Rd located between weir sites A and B, before the quarry at bridge crossing. Probe is placed under the bridge. Weyco 400 Rd/BLM Rd 22-2-5 is just downstream of the bridge.


Loc_Desc:
Heading downstream take a right onto 600 Rd (BLM Rd 22-2-9) and veer to the left, cross bridge at Lewis Creek. Probe is placed under the bridge, white flagging tape.


Loc_Desc:
Heading upstream turn right off Mosby Mainline onto WeyCo 800 Rd and take immediate left to cross bridge. White flagging tied to tree next to the bridge, probe placed under bridge.


Site_Locat:
Mouth of Mosby Creek, Layng Rd Covered Bridge

Loc_Desc:
~100 yards upstream of bridge; north side of river 2 feet deep.


Site_Locat:
Mainstem Mosby, Deep pool at Dore/McGregor land

Loc_Desc:
West side of pool, rope attached to a small Oregon ash tree, 8 feet deep.


Site_Locat:
Kizer Creek just upstream of Mosby bridge

Owner_addr:
Access thru gate off Mosby Creek Road on east side of Mosby Creek with key from Plum Creek office, call 541-942-5516

Notes:
Must get key/access to drive through gate from Plum Creek. Be careful to stay on the road because of pipes parallel to road.

Loc_Desc:
Follow access road to stream crossing (culvert), cross to far side then walk downstream towards Mosby ~100 feet to flagging. Just downstream in first pool, see pics.


Loc_Desc:
First property past the powerline station. Downstream from Austin house, down trail from fenced grape vines, green flagging on cedar limb. In pool 2 feet deep.


Loc_Desc:
Mainstem midreach between MOS001 and MOS005 (upstream from Perkins Creek). West bank of river appox. 200 feet upstream of Perkins confluence, 4 ft. deep (note: not original Trask location)


Owner_addr:
Between MacGregor-Duerst Higgins properties. Phone 541-942-0075

Loc_Desc:
Champion Creek between MacGregon/Duerst-Higgins properties. Probe placed just below foot bridge 18 inches deep.


Notes:
Assess whether pond has + or - influence

Loc_Desc:
50 feet below Simpson Creek confluence east bank of river, across mainline from large quarry; 6 feet deep.


Loc_Desc:
Top of Site C side channel in mainstem. Below Site C instream boulders; above Site C logs


Loc_Desc:
Below hidden pond. Follow flagging just before 2200(confirm) comes in from east, follow animal trail and flagging to the edge of the creek; tube probe placed below pond off cut bank.


Loc_Desc:
Downstream of Site A below bedrock outcrop. Under bridge next to 200 line road. Probe placed approximately 12 feet deep. (note: not original Trask location)


Owner_addr:
75500 Blue Mountain Lane, phone # 541-767-3898

Loc_Desc:
Beneath Yew (aka Leray) Creek bridge at Fremonti residence. Leray Creek is locally called Yew Creek.


Loc_Desc:
60 feet upstream from confluence in a deep spot.


Notes:
Updated to correct location/coordinates from Steve Fremonti


Notes:
To assess if structure has + or - influence

Loc_Desc:
Place in mainstem Mosby Chinook resting hole downstream of Weyerhaeuser gate. ~200 yards south (upstream) of Putzi Esmario’s house in middle of stream, near giant cottonwood, 3 feet deep. (note: not in original location specified by Trask due to duplicat


Loc_Desc:
Mainstem off 2400 Rd. Under 1st/main bridge on 2400 Rd. once turning west off of the Mosby mainline road.


Site_Locat:
Upper mainstem Mosby below W. Fork Mosby Creek

Notes:
GPS coordinates recorded in field are incorrect. Coordinates obtained through Arc and are approximate.

Loc_Desc:
In pool below confluence of the three creeks, two ways in—either look for flagging at 2900 road, go in & follow flagging OR go in on upstream side of Cove Creek, turn right/DS, follow gravel bar mid-channel to end, look left into pool, ~2 feet deep.


Notes:
Coordinates were not recorded in field, point placement is approximate.

Loc_Desc:
In side channel of Site C downstream of logs (Phase I construction) in second habitat unit above the end of the side channel adjacent to the tail of the riffle (side channel is filling with sand).


