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ATTACHMENT 4
WASHINGTON CREEK ROAD OBLITERATION
ESTIMATED WORK LIST
ROAD NO. 6069
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
0+00
Begin Project Road 6069 Begin Item 21103A, Roadway Obliteration Method I (2.8 Miles).
Begin Seeding (14.0 Acres).
Project road 6069 begins at junction left with Rd. 6004 at approximately 0.5 miles from junction of Rd. 246
| 7+45 |
| Cross-Drain Channel (CDC) |
| Existing 36” cmp, 18’ wide by 60’ long through fill, 8’ to 15’ deep. |
| 10+95 |
| Drainage Excavation |
| Existing CMP 3’ to 12’ deep.. |
| 20+87 |
| CDC |
| Small pond above road. Water ponding in ditch above pulled cmp. |
| 23+90 |
| Drainage Excavation |
| cmp pulled, may still be some log culverts. |
| 25+75 |
| Notice |
| Large rock in the road, will take large excavator or dozer to move rock in order to get past. End of pick up access. |
| 31+90 |
| Notice |
| Beginning of shoulder break off |
| 32+95 |
| Notice |
| End of shoulder break off. |
| 35+00 |
| Notice |
| Beginning of rock slide in road. |
| 40+00 |
| Notice |
| End of rock slide in road. Beginning of saturated road surface. |
40+80
End of saturated road surface.
| 42+50 |
| Notice |
| Beginning of rock slide in road, large excavator or dozer needed in order to provided access past.. |
| 43+40 |
| Notice |
| End of rock slide. |
| 44+97 |
| Notice |
| cmp pulled- dry. |
| 50+13 |
| CDC |
| cmp pulled – wet.. |
| 51+40 |
| Notice |
| 40’ long slide in road. |
| 52+15 |
| CDC |
| Wet area in the road. |
| 61+96 |
| Notice |
| Road shoulder failure 12’ wide road prism. |
| 69+30 |
| Stream-Grade Channel (SGC) |
| Existing cmp pulled. |
| 74+00 – 74+75 |
| CDC |
| Existing cmp pulled, wet area along the road and the road is outsloped. |
| 80+50 |
| SGC |
| Existing cmp pulled, Stream greade Crossing needs drainage structure per drawings and specifications. |
| 90+00 |
| SGC |
| Existing cmp pulled, Stream greade Crossing needs drainage structure per drawings and specifications. |
| 90+90 |
| Notice |
| Slide in the road, estimated 30 cy, will need to move to get past. |
| 98+95 |
| Notice |
| Existing constructed stream grade crossing, take care in crossing to cause as little disturbance as possible. |
| 101+14-102+38 |
| Notice |
| Rock and material slide, road only 6’ wide, will need excavator to widen the road to get past. |
| 110+29 |
| CDC |
| Existing cmp pulled |
| 116+77 |
| CDC |
| Existing cmp pulled |
| 122+72 |
| CDC |
| Existing cmp pulled |
| 131+70 |
| CDC |
| Existing cmp pulled |
| 138+34 |
| CDC |
| Existing cmp pulled |
| 141+72 |
| CDC |
| Existing cmp pulled |
| 148+25 |
| End of Project Work on Road 6069 |
| End Roadway Obliteration Method I, End Seeding, Road ends at dead end. |
WASHINGTON CREEK ROAD OBLITERATION
ESTIMATED WORK LIST
ROAD NO. 74249
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74249 |
Begin Item 21103A, Roadway Obliteration Method I (0.3 Miles).
Begin Seeding (1.5 Acres).
Project road 74249 begins at junction right (west) with Rd. 74248. From USFS Road 5301 take junction left with USFS Road 724, travel approx. 1.0 miles to junction right with USFS road 74248, travel approximately 0.3 miles to junction right with USFS Road 74249 start of project.
| 3+75 |
| Cross-Drain Channel (CDC) |
| Existing cmp pulled. |
| 16+00 |
| Remove existing 55 gallon steel drum buried in landing |
| 16+00 |
| End of Project Work on Road 74249 |
| End roadway obliteration method I, End seeding. Project end at old log landing. |
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74227
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74227 |
Begin Item 21103A, Roadway Obliteration Method I (0.40 Miles).
Begin Seeding (2.10 Acres).
Project road 74227 begins at junction with Rd. 722 at sta. 1+00. From USFS Road 246 take jct right on USFS Road 5301. Travel approx. 0.43 miles then take junction right onto USFS Road 722, travel approx. 100’ take junction right with USFS Road 74227, beginning of Project.
| 0+15 |
| Stream-Grade Channel (SGC) |
| Live stream failed pipe. |
| 1+56 – 2+21 |
| Notice |
| Cut slope slumping and road shoulder failing. Road narrows and will take some excavator work to get past. |
| 2+76 |
| Notice |
| 20’ long crack in road shoulder. |
| 4+00-5+61 |
| Notice |
| Road narrows to a 7’ road width and will take some excavator work to get past. |
| 5+60 |
| Notice |
| Junction left T1 road. |
| 6+00 |
| Notice |
| 40’ long shoulder slump. |
| 6+27 |
| Cross-Drain Channel (CDC) |
| Saturated road bed and road shoulder failure. |
| 6+83 |
| Notice |
| 20’ fill crack. |
Cut bank failure and road shoulder failure, will take some excavator work to get past.
| 12+82 |
| Notice |
| Road narrows to an 11’ road width and will take some excavator work to get past. |
| 13+34 |
| CDC |
| Dry Swale with a slumpy road shoulder. |
| 20+37 |
| Notice |
| Junction road right T2 |
| 21+99 |
| End of Project Work on Road 74227 |
| End roadway obliteration method I, end seeding. Road ends at dead end. |
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74227-T2
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION. |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74227-T2 |
Begin Item 21103A, Roadway Obliteration Method I (0.20 Miles).
Begin Seeding (1.10 Acres).
Project road 74227-T2 begins at junction right with road 74227. From USFS Road 246 take junction right on USFS Road 5301. Travel approx. 0.43 miles then take junction right onto USFS Road 722, travel approx. 100’ take junction right with USFS Road 74227, travel approx. 0.4 miles, take junction right on the 74227-T2 road beginning of project.
| 1+23 |
| Notice |
| Road narrows, will take some excavator work to get by. |
| 2+01 |
| Notice |
| Junction right skid road |
| 2+37 |
| Notice |
| Road narrows, will take some excavator work to get by. |
| 3+21 |
| Cross-Drain Channel (CDC) |
| Dry draw |
| 5+11 |
| Notice |
| Road slumping. |
| 6+30 |
| CDC |
| Existing channel down fill slope. |
| 8+31 |
| Notice |
| Junction left T3 road |
| 11+40 |
| Steam-Grade Channel (SGC) |
| Live stream 3’ wide bankfull. |
| 11+47 |
| End of Project Work on Road 74227-T2 |
| End roadway obliteration method I, end seeding. Road end at deadend and junction with a skid trail. |
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74227-T3
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION. |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74227-T3 |
Begin Item 21103A, Roadway Obliteration Method I (0.20 Miles).
Begin Seeding (1.0 Acres).
Project road 74227-T3 begins at junction right with road 74227-T2. From USFS Road 246 take junction right on USFS Road 5301. Travel approx. 0.43 miles then take junction right onto USFS Road 722, travel approx. 100’ take junction right with USFS Road 74227, travel approx. 0.4 miles, take junction right on the 74227-T2, travel approx. 0.16 mile to junction left with road 74227-T3 beginning of project..
| 0+82 |
| Notice |
| Road narrows to 7’ width, will take some excavator work to get by. |
| 2+42 |
| Stream-Grade Channel (SGC) |
| Live water and a failed log culvert.. |
| 3+43 |
| Notice |
| Junction left skid trail. |
| 6+35 |
| Notice |
| Junction right road T4. |
| 7+13 |
| SGC |
| Live water flowing down road, revert back to original channel. |
| 8+50 |
| End project Work on Road 74227-T3. |
End of roadway obliteration method I, End of seeding. Road end at deadend.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 6004E
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION. |
| ACTIVITY DESCRIPTION |
| REMARKS |
Begin Item 21103A, Roadway Obliteration Method I (0.50 Miles).
Begin Seeding (2.50 Acres).
Notice: Access cut off on USFS Road 6004B by 3’to 8’ high cut bank, excavator will have to construct access.
Project road 6004E begins at junction right on Road 6004B. From USFS Road 246 turn right onto USFS Road 5301, travel for approx. 0.40 mile to the junction left with USFS Road 6069. Turn left onto road 6069 and travel 700’ to the junction right with USFS Road 6004. Turn right onto road 6004 then travel approx. 2.67 miles to left junction with USFS Road 6004B. Turn Left onto road 6004B and travel approx. 0.3 miles to junction right with USFS Road 6004E the beginning of project.
| 3+20 |
| Cross-Drain Channel (CDC) |
| Seep. |
| 3+54 |
| CDC |
| Existing cmp removed. |
| 15+01 |
| CDC |
| Cannot find existing pipe in pond. |
| 14+60 |
| CDC |
| Seep and saturated road, stream adjacent |
| 15+99 |
| CDC, start of wet area |
| Saturated road. |
| 16+46 |
| CDC |
| Saturated road and ponding. |
| 16+80 |
| CDC |
| Saturated road and ponding. |
| 17+95 |
| Notice |
| End of wet area |
| 22+25 |
| Notice |
| Road narrows to 8’ to 10’ wide, will take some excavator work to get to the end. |
| 25+25 |
| End project work on Road 6004E. |
End roadway obliteration method I., End seeding. Road ends at dead end.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 6004D
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
STATION.
ACTIVITY DESCRIPTION
REMARKS
| 0+00 |
| Begin Project Road 6004D. |
Begin Item 21103A, Roadway Obliteration Method I (0.90 Miles).
Begin Seeding (4.50 Acres). Large washout at the intersection, will take some excavator work to gain access.
Project road 6004D begins at junction right on Road 6004C. From USFS Road 246 turn right onto USFS Road 5301, travel for approx. 0.40 mile to the junction left with USFS Road 6069. Turn left onto road 6069 and travel 700’ to the junction right with USFS Road 6004. Turn right onto road 6004 then travel approx. 2.40 miles to right junction with USFS Road 6004C. Turn right onto road 6004C and travel approx. 0.3 miles to junction left with USFS Road 6004D the beginning of project.
| 5+40 |
| Cross-Drain Channel (CDC) |
| Existing cmp pulled. However, not all the fill was removed and there are still drainage issues at this site. |
| 12+00 |
| CDC |
| Existing cmp pulled |
| 13+10 – 13+52 |
| CDC |
| Seep and saturated area, existing cmp removed. |
| 17+67 – 18+24 |
| CDC |
| Seep in this area and the road is outsloped for a short stretch. |
| 26+26 |
| CDC |
| Existing cmp pulled, saturated wallow area, with several holes in the roads. |
| 31+53 – 31+70 |
| Notice |
| Crack in road shoulder fill 6’-8’ wide, 3’ deep. |
| 34+20 – 34+60 |
| Notice |
| Crack in road shoulder fill 3’- 6’ wide. |
| 35+20 – 35+82 |
| Notice |
| Crack in road shoulder fill. |
| 37+15 |
| Notice |
| Shoulder fill cracking 4’ wide, 40’ long. |
| 39+20 |
| Skip 100’ of roadway obliteration to protect 100’ of system trail. |
| Forest system trail jons road for approximately 100’ at a ridge top saddle, skip roadway obliteration in this areas to protect system trail. |
| 40+50 – 41+00 |
| Notice |
| Road shoulder fill crack 4’ wide. |
| 45+00 |
| End Project Work on Road 6004D. |
End roadway obliteration method I, End seeding, ends at dry ridge with 10” to 12” trees.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 6004C
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| 0+00 |
| Begin Project Road 6004C. |
Begin Item 21103B, Roadway Obliteration Method I (0.70 Miles).
Begin Seeding (3.50 Acres).
Large water bar at the intersection with the 6004 road will take some work with an excavator to reconstruct access.
Project road 6004C begins at junction right on Road 6004. From USFS Road 246 turn right onto USFS Road 5301, travel for approx. 0.40 mile to the junction left with USFS Road 6069. Turn left onto road 6069 and travel 700’ to the junction right with USFS Road 6004. Turn right onto road 6004 then travel approx. 2.40 miles to right junction with USFS Road 6004C, the beginning of project.
| 3+54 – 4+50 |
| Cross-Drain Channel (CDC) |
| Wet area in the road. |
| 5+04 – 5+88 |
| CDC |
| Wet area in the road. |
| 8+45 |
| CDC |
| Existing cmp pulled, little work needed here. |
| 10+90 |
| CDC |
| Existing cmp pulled, little work needed here. |
| 14+24 |
| Notice |
| Junction left with USFS Road 6004D |
| 17+50 – 18+34 |
| 2 CDCs |
| Wet areas here, the road widens to 50’. Some logs will need to be moved and 2 CDCs may be required in this area. |
| 18+65 |
| CDC |
| Existing cmp pulled, little work needed here. |
| 18+66 - 19+79 |
| CDC |
| Wet area in the road. |
| 20+88 – 21+30 |
| CDC |
| 2 wet waterbars road is outsloped. |
| 38+00 |
| End project work on Road 6004C. |
End roadway obliteration method I, End seeding. Road ends at dead end on a dry hill side.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 5301A
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| 0+00 |
| Begin Project Road 5301A. |
Begin Item 21103A, Roadway Obliteration Method I (2.10 Miles).
Begin Seeding (10.50 Acres).
Project road 5301A begins at junction left with Rd. 5301. Starting at USFS road 246 turn right onto USFS Road 5301, travel approx. 1.9 miles to junction left with road 5301A, beginning of project.
| 0+65 |
| Cross-Drain Channel (CDC) |
| Seep and standing water against the cut bank.. |
| 1+80 |
| Notice |
| Junction left skid road. |
| 1+85 |
| Stream-Grade Channel |
| Live water. Failed log culvert, water running across the road. |
| 4+34 - 4+50 |
| CDC |
| Road bed saturated and wate running across the road from a seep. |
| 4+90 – 5+40 |
| Notice |
| Saturated road bed water running down the road. |
| 5+40 |
| Stream-Grade Channel (SGC) |
| Live Stream, failed log culvert. |
| 6+00 |
| Notice |
| Road way widens in this aread. |
| 8+00 – 9+00 |
| Notice |
| Saturated |
| 9+40 – 10+11 |
| Notice |
| Saturated road bed |
| 15+90 |
| SGC |
| Failed log culvert, saturated road, stream goes subsurface to station 15+40 |
| 17+30 |
| SGC |
| Live stream functioning log culvert. |
| 23+50 |
| Notice |
| Ridge Point and old log landing. |
| 25+00 |
| Notice |
| Junction left T5 road. |
| 26+00 |
| SGC |
| Live stream failed plugged log culvert. |
| 28+40 – 29+50 |
| Notice |
| Road shoulder fill failure, road narrows to 12’ wide. |
| 29+74 |
| SGC |
| Live water, plugged log culvert. |
| 31+34 |
| Notice |
| Road narrows to 9’-12’ |
| 31+96 – 33+45 |
| Notice |
| Road shoulder fill failure, road narrows to 12’-14’ wide |
| 35+15 - 35+88 |
| Notice |
| Road shoulder slumping |
| 43+60 |
| Notice |
| Junction left road T 10 |
| 55+00 |
| CDC |
| Swale and junction left, skid road. |
| 58+90 |
| Notice |
| Ridge point, landing. |
| 60+75 |
| Notice |
| Junction left, T15 road. |
| 61+15 |
| SGC |
| Live water, functioning log culvert, 22’ deep by 40’ long through fill. |
| 62+95 – 63+45 |
| Notice |
| Saturated road bed and water running down the road. |
| 63+65 |
| Drainage Excavation |
| Remove existing 10” cmp. |
| 66+22 |
| SGC |
| 12” channel running off cut bank over the road and down the fill slope. |
| 72+25 |
| SGC |
| Live water and an existing cmp |
| 77+30 |
| Notice |
| Ridge point, saddle and through cut |
| 77+75 |
| Notice |
| Junction right, T 20 road, loops to T25 road ahead. |
| 78+05 |
| Notice |
| Junction right, T25 road loops to T20 |
| 80+55 |
| Notice |
| Junction left, T30 road. |
| 84+30-84+73 |
| Notice |
| Road shoulder fill failure, road width between 7’ to 8’ |
| 85+50 |
| SGC |
| Water over the road, existing culvert plugged. |
| 87+20-87+30 |
| Notice |
| Road shoulder fill failure, rod width 10’ |
| 90+44 – 90+50 |
| SGC |
| Water over the road, stream braided over the road, and road is saturated. |
| 92+92 |
| Notice |
| Rock in cut bank non-rippable |
| 94+70 |
| CDC |
| Swale, ponding above cut bank. |
| 10+263 |
| SGC |
| Draw with a partially plugged culvert |
| 10+317 – 10+386 |
| CDC |
| Large trickle of water on the road. |
| 10+428 |
| Notice |
| Junction left, T35 road |
| 10+535 |
| Notice |
| Ridge point |
| 111+05 |
| End project work on Road 5301A. |
End roadway obliteration method I. End seeding, road end 100’ before a creek at the edge of a cut unit.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 726A
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 726A |
Begin Item 21103A, Roadway Obliteration Method I (0.50 Miles).
Begin Seeding (2.50 Acres).
Project road 726A begins at the junction with Road 726 at approx. milepost 1.32. From USFS Road 246 turn right onto USFS road 5301. Travel for approx. 1.0 miles then take a hard left onto USFS Road 724. Travel along USFS road 724 for approx. 1.6 miles. to the junction with USFS road 726. Turn left onto USFS road 726 and travel approximately 1.32 miles to the junction left with USFS road 726A, beginning of the project.
| 4+40 – 5+15 |
| Stream-Grade Channel (CDC) |
| Saturated road, existing culvert has been pulled but most of the fill still remains. |
| 8+75 – 9+45 |
| SGC |
| Live water, 2’ bankfull width, partial pulled, failed log culvert. Stream running own cut slope then going sub surface. |
| 9+85 |
| Notice |
| Ridge point and old log landing/ |
| 11+20 – 11+45 |
| Notice |
| Heavily saturated road. |
| 11+45 |
| SGC |
| Partially pulled log culvert, water running over the road. |
| 12+20 |
| Cross-Drain Channel (CDC) |
| Saturated road. |
| 14+00 |
| Notice |
| Road narrows to 10’ wide. |
| 16+00 – 18+55 |
| Notice |
| Heavy wet vegetation in the roadway. |
| 18+55 |
| SGC |
| Live water, pulled culvert but stream channel only partially restored. |
| 20+30 |
| Notice |
| Ridge point. |
| 22+51 – 22+95 |
| CDC |
| Draw with a saturated ditch. |
| 23+55 |
| CDC |
| Pulled cmp, seep goes subsurface 20’ before the road. |
| 24+00 |
| Notice |
| Road narrows to 10’ wide. |
| 24+48 |
| End of Project work on Road 726A |
| End roadway obliteration method I. End seeding. Road ends at the junction with the 6004C |
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 724C
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 724C |
Begin Item 21103A, Roadway Obliteration Method I (0.80 Miles).
Begin Seeding (4.0 Acres).
Project road 724C begins at junction left with Rd. 724 at approx. milepost 0.35. From USFS Road 246 turn right onto USFS road 5301 and travel approx. 1.o miles to the junction with USFS Road 724. Take a hard left onto USFS road 724 and travel approx.0.35 miles to the junction with USFS road 724C, beginning of the project.
| 2+04 |
| Notice |
| Beginning of saturated road. |
| 2+40 |
| Cross-Drain Channel (CDC) |
| Remove existing culvert and install a cross-drain channel. |
| 3+89 |
| Notice |
| End of saturated road. |
| 11+40 |
| CDC |
| Remove existing culvert in a deep fill, junction with 724C-1 spur road to the right. |
| 16+80 – 17+36 |
| CDC |
| Seep, saturated road |
| 19+18 |
| Notice |
| 30’ wide complete road fill failure, will take some excavator and/or bull dozer work to get past. |
| 42+50 |
| End Project Work on Road 724C. |
End roadway obliteration method I. End seeding. Road ends at the junction with USFS Road 6004.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 724C-T1
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 724C-T1 |
Begin Item 21103A, Roadway Obliteration Method I (0.10Miles).
Begin Seeding (0.50 Acres).
Project road 724C-T1 begins at junction right with Rd. 724C at station 11+40. From USFS Road 246 turn right onto USFS road 5301 and travel approx. 1.o miles to the junction with USFS Road 724. Take a hard left onto USFS road 724 and travel approx.0.35 miles to the junction with USFS road 724C. Turn left onto USFS road 724C and travel 1140 feet to the junction right with 724C-T1, beginning of the project.
| 0+00 – 0+75 |
| Notice |
| Road Saturated in this area. |
| 3+25 |
| End Project Work on Road 724C-T1. |
End roadway obliteration method I. End seeding. Road end at the edge of a creek
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74360
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74360 |
Begin Item 21103A, Roadway Obliteration Method I (0.70 Miles).
Begin Seeding (3.50 Acres).
Project road 74360 begins at junction right with Rd. 246. Travel approx. 0.85 miles on USFS road 246 past the 246/5301 junction. The junction with the 74360 is on the right, beginning of project.
| 0+84 |
| Notice |
| Very tall Kelly Hump, nearly 6’ tall. Will take excavator and/or dozer work to get past. |
| 2+26 |
| Notice |
| Shoulder fill failure, 20’ long, 4’ wide. |
| 3+05 |
| Notice |
| Cut slope slide failure,, 8’ road width. |
| 6+23 |
| Cross-Drain Channel |
| Dry Swale, existing cmp pulled, CDC partially restored. |
| 8+07 |
| Notice |
| 20’ long crack in the road shoulder fill. |
| 10+01 |
| CDC |
| Dry Swale, CDC partially restored. |
| 11+34 |
| Notice |
| (2) small sink holes and a 10’ long road shoulder fill failure. |
| 13+79 |
| Notice |
| Reference - Bare slumpy granite |
| 14+40 |
| Notice |
| Cut slope slide, 6’ road width. 10’ long fill slope failure 2’ wide. |
| 20+97 |
| CDC |
| Dry swale, road shoulder fill crack 20’ long. |
| 21+72 |
| Notice |
| Cut slope and fill sloe failing, 8’ road width, road very out sloped. |
| 23+44 – 24+20 |
| Notice |
| 60% of the roadway failing, road very slumpy. |
| 24+69 |
| Notice |
| Failing road shoulder. |
| 25+84 |
| Notice |
| Sink hole and failing cut slope. |
| 29+47 |
| Notice |
| 25’ long road shoulder fill failure, shoulder sliding. |
| 29+80 |
| CDC |
| Dry swale, existing cmp pulled. |
| 31+47 |
| CDC |
| Dry swale, wet vegetation in the roadway. |
| 32+35 |
| Notice |
| Reference – bare slumpy cut slope |
| 34+80 |
| End Project Work on Road 74360. |
End roadway obliteration method I. End seeding. Road dead end and day lights at a natural grade.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 246 – T3
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 246 – T3 |
Begin Item 21103A, Roadway Obliteration Method I (0.90 Miles).
Begin Seeding (4.50 Acres).
Project road 246 – T3 begins at junction right with Rd. 246. Travel approx. 0.35 miles on USFS road 246 past the 246/5301 junction. The junction with the 246 – T3 is on the left, beginning of project.
| 0+00 – 1+35 |
| Notice |
| Through fill, 9’ road width, roadway raised 6’ |
| 2+25 |
| Notice |
| Large landing area 150’ long x 30’ wide. |
| 2+97 |
| Notice |
| Junction left, T1 road. |
| 3+88 |
| Notice |
| Out sloped 8’ road width. |
| 5+84 |
| Cross-Drain Channel (CDC) |
| Dry swale. |
| 6+01 |
| Notice |
| Reference - 14’ bare granite. |
| 8+61 |
| CDC |
| Dry swale, road way very slumpy. |
| 10+10 |
| Notice |
| Junction left, skid road. |
| 13+78 |
| CDC |
| Dry Swale, large patially reached water bar. |
| 15+67 – 16+13 |
| Notice |
| Thru cut 12’ road width. |
| 24+45 |
| CDC |
| Dry swale, CDC mostly restored little to no work required. |
| 32+71 |
| Notice |
| Junctions left (2) skid roads. |
| 34+98 – 35+85 |
| CDC |
| Dry draw without slope, 6’ road width. |
| 37+31 |
| Notice |
| Cut sloe slide, some large boulders in the roadway |
| 38+13 |
| CDC |
| Cut slope seep, saturated road bed. |
| 41+33 |
| Notice |
| Large boulder in the cut slope, 8’ roadway. |
| 46+51 |
| End Project Work on Road 246 – T3. |
End roaway obliteration method I. End seeding. Road ends in a draw.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74205
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
0+00
Project road 74205 begins at the intersection of USFS road 670 and USFS Road 74205. From USFS road 246 take a right onto USFS Road 670 at approx. milepost 13.2. Travel on 670 for approx. 0.25 miles to junction left with USFS road 74205.
| 1+75 |
| Notice |
| Wet area 200’ long through a through cut. |
| 12+50 |
| Notice |
| Junction right 74205T-1 |
| 13+50 |
| Begin Item 21103A, Roadway Obliteration Method I (1.70 Miles). Continue Seeding (8.40 Acres). |
| Junction left road 74224. |
| 26+40 |
| Notice |
| Wet area 80’ long, bridge for Lodge Creek trail is 15’ to the left. |
| 30+35 |
| Notice |
| Motor cycle trail crosses the road, preserve crossing. |
| 32+15 |
| Stream-Grade Channel |
| Running water and an existing log bridge. |
| 39+68 |
| Notice |
| Junction right, T2 road. |
| 46+50 |
| Notice |
| Road narrows to 10’ wide, very steep to the creek. |
| 48+90 |
| CDC |
| 40’ long wet area, existing bridge-puncheon |
| 54+44 |
| Notice |
| Junction right, T3 road. Beginning of a large mud hole in a flat area. |
| 56+75 |
| Notice |
| End of large mud hole in flat area. |
| 58+32 – 59+50 |
| CDC |
| Seep and a mud hole. |
| 61+75 |
| Notice |
| Junction right, 74206 road. |
| 101+96 |
| End Project Work on Road 74205. |
End roadway obliteration method I. End seeding. Project work end at the Junction with USFS Road 5213B.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74205-T1
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74205-T1 |
Begin Item 21103A, Roadway Obliteration Method I (0.10 Miles).
Begin Seeding (.50 Acres).
Project road 74205-T1 begins at the intersection of USFS road 74205 and road 74205T-1. From USFS road 246 take a right onto USFS Road 670 at approx. milepost 13.2. Travel on 670 for approx. 0.25 miles to junction left with USFS road 74205. Turn left onto USFS road 74205 and travel for approx. 1250’to the intersection of USFS roads 74205-T1 (right), beginning of project.
| 2+98 |
| End Project Work on Road 74205-T1. |
End roadway obliteration method I. End seeding. Road end at an old log landing.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74205-T2
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74205-T2 |
Begin Item 21103A, Roadway Obliteration Method I (0.10 Miles).
Begin Seeding (0.50 Acres).
Project road 74205-T2 begins at the intersection of USFS road 74205 and road 74205-T2. From USFS road 246 take a right onto USFS Road 670 at approx. milepost 13.2. Travel on 670 for approx. 0.25 miles to junction left with USFS road 74205. Turn left onto USFS road 74205 and travel for approx. 5318’to the intersection of USFS roads 74205-T2 (right), beginning of project.
| 2+00 |
| End Project Work on Road 74205-T2. |
End roadway obliteration method I. End seeding. Road dead ends.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74205-T3
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74205-T3 |
Begin Item 21103A, Roadway Obliteration Method I (0.10 Miles).
Begin Seeding (0.50Acres).
Project road 74205-T3 begins at the intersection of USFS road 74205 and road 74205-T2. From USFS road 246 take a right onto USFS Road 670 at approx. milepost 13.2. Travel on 670 for approx. 0.25 miles to junction left with USFS road 74205. Turn left onto USFS road 74205 and travel for approx. 6794’to the intersection of USFS roads 74205-T3 (right), beginning of project.
| 5+28 |
| End Project Work on Road 74205-T3. |
End roadway obliteration method I. End seeding. Road ends at a dead end.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74206
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74206 |
Begin Item 21103A, Roadway Obliteration Method I (0.40 Miles).
Begin Seeding (2.0 Acres).
Project road 74206 begins at the intersection of USFS road 74205 and road 74206. From USFS road 246 take a right onto USFS Road 670 at approx. milepost 13.2. Travel on 670 for approx. 0.25 miles to junction left with USFS road 74205. Turn left onto USFS road 74205 and travel for approx. 7465’to the intersection of USFS roads 74206 (right), beginning of project.
| 0+82 |
| Stream-Grade Channel (SGC) |
| Existing log culvert, 10’ wide stream. |
| 18+84 |
| End Project Work on Road 74206. |
| End roadway obliteration method I. End seeding. Road ends at the intersection with USFS Road 670. |
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 6004B
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing. Segments of this road have gradients at approx. 30%.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 6004B |
Begin Item 21103B, Roadway Obliteration Method II (0.7 Miles).
Begin Seeding (3.50 Acres).
From USFS road 246 turn right onto USFS road 5301 and travel 0.4 mile to the junction with USFS road 6004. Turn left onto USFS road 6004 and travel approx. 14,800’ to the junction left with USFS road 6004B, beginning of project.
| 2+26 |
| Cross-Drain Channel (CDC) |
| Live water draining down from the 6004 road. |
| 2+58 |
| Notice |
| Partial Road Fill Failure 5’ wide. |
| 3+12 |
| Notice |
| Wet veg. in the road.. |
| 5+30 – 6+00 |
| Notice |
| Road width narrow to 7’ – 8’ |
| 6+50 – 10+50 |
| Notice |
| Alder growing in the road bed. Heavy wet veg in the road bed and road bed very slumpy. |
| 9+07 |
| Stream-Grade Channel (SGC) |
| Live water draining across the road. 9’ bankfull many sink holes in the road. |
| 12+83 |
| Notice |
| Cut slope failure 10’ wide slump in the road. |
| 12+95 |
| CDC |
| Saturated road with two channels flowing down the road then off the road down the fill slope. Place CDC in location to capture both flows. |
| 15+00 – 17+25 |
| Notice |
| Bare cut slope. |
| 25+02 – 26+00 |
| Notice |
| 2’ wide x 2’ deep shoulder slump |
| 25+70 |
| Notice |
| Junction left skid road, goes approx. 200’ around the ridge. |
| 27+75 – 28+80 |
| Notice |
| Road width narrows to 8’ |
| 28+80 – 31+00 |
| Notice |
| Road width narrow to 5’ |
| 29+81 |
| Notice |
| Junction left with road 6004B-T1 |
| 30+00 – 35+72 |
| Notice |
| Alder growing in the roadway and slump road bed. |
| 32+02 |
| Notice |
| Ridge point. |
| 34+06 – 34+80 |
| CDC |
| Saturated road and a seep in the cut slope. |
| 34+32 |
| End Roadway Obliteration Method II. Begin Roadway Obliteration Method I (6.0 miles). Begin Seeding (3.0 Acres) |
| 34+80-35+55 |
| CDC |
| Saturated road and a seep in the cut slope. |
| 35+30 |
| Notice |
| Road width narrows to 9’ |
| 35+92 |
| Notice |
| 3’ wide x 6” deep depression across the road. |
| 36+70 – 38+30 |
| Notice |
| 22’ bare cut slope. |
| 39+34 |
| Notice |
| Junction left skid road and landing. |
| 42+10 – 42+55 |
| Notice |
| Slumpy road shoulder. |
| 47+72 – 53+10 |
| Notice |
| This particular stretch is particularly wet/saturated and unstable. |
| 47+72 – 47+61 |
| CDC |
| Seep in cut slope, road bed saturated. |
| 48+30 |
| Notice |
| 2’ wide x 18” deep depression across the road. |
| 48+74 – 51+69 |
| Notice |
| Road bed 100% saturated, pools and very swampy. |
| 49+94 |
| SGC |
| Live water, failed rotting log culverts. There is a 6’ wide by 7’ deep sink hole across the road. Heavy Alder and brush growing in the road. |
| 51+69 |
| SGC |
| Live water no cmp. |
| 53+80 – 54+30 |
| Notice |
| 2’ wide x 2’ deep shoulder slump. |
| 56+00 – 56+90 |
| Notice |
| 4’ wide by 2’ deep shoulder slump |
| 56+98 |
| SGC |
| Live water, 12” bankfull, failed log culvert. |
| 58+29 |
| Notice |
| Road width narrows to 7’ |
| 67+40 – 67+80 |
| CDC |
| Saturated road, water run off going subsurface. |
| 70+25 |
| End Project Work on Road 6004B |
| End roadway obliteration method I. End seeding. Road end on natural slope. |
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 6004A
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 6004A |
Begin Item 21103B, Roadway Obliteration Method II (0.3 Miles).
Begin Seeding (1.5 Acres).
From USFS road 246 turn right onto USFS road 5301 and travel 0.4 mile to the junction with USFS road 6004. Turn left onto USFS road 6004 and travel approx. 8,755’ to the junction left with USFS road 6004A, beginning of project.
| 4+22 |
| Cross-Drain Channel (CDC) |
| Seep in cut slope, existing cmp partially uncovered. |
| 11+41 |
| Stream-Grade Channel (SGC) |
| Live water, existing cmp partially uncovered. |
| 13+20 |
| End Roadway Obliteration Method II. Begin Roadway Obliteration Method I (0.5 miles). Begin Seeding (2.5 Acres). |
| 15+15 |
| CDC |
| Existing cmp partially uncovered. |
| 18+87 |
| CDC |
| Existing cmp partially uncovered. |
| 21+90 |
| CDC |
| Existing cmp partially uncovered. |
| 22+87 |
| SGC |
| Live water, existing cmp partially uncovered. |
| 26+16 |
| CDC |
| Existing cmp partially uncovered. |
| 27+22 |
| CDC |
| Existing cmp partially uncovered. |
| 33+48 |
| Notice |
| Saturated area, large puddle in the road. |
| 35+52 |
| CDC |
| Existing cmp partially uncovered. |
| 40+69 |
| End Project Work on Road 6004A. |
End roadway obliteration method I. End seeding
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 726
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 726 |
Begin Item 21103B, Roadway Obliteration Method II (2.2 Miles).
Begin Seeding (11.0 Acres).
From USFS road 246 turn right onto USFS road 5301 and travel approx. 0.9 miles to the intersection with USFS road 724. Take a sharp left onto USFS road 724 and travel 8,350 to the junction left with USFS road 726, beginning of project.
| 1+60 – 3+65 |
| Notice |
| Heavy Alder cover on the road bed. |
| 2+10 |
| Notice |
| Junction right 726-T1 road. |
| 3+65 |
| Stream-Grade Channel (SGC) |
| Live water, 24” bankfull width |
| 13+20 |
| Notice |
| Junction left, skid road |
| 14+70 |
| Notice |
| 16’ road width, near ridge point/saddle |
| 16+00 – 16+70 |
| Cross-Drain Channel (CDC) |
| Dry draw, wet veg in road ditch. |
| 19+50 |
| Notice |
| Junction left, 726 – T5 road. |
| 20+10 – 21+50 |
| Notice |
| Alder growing in the road bed, ridge point at 21+50 |
| 23+70 |
| Notice |
| Road width narrow to 10’ |
| 32+50 – 34+20 |
| CDC |
| Shallow dry draw |
| 36+17 |
| Notice |
| 15’ Road width |
| 37+13 |
| CDC |
| Seep in cut slope. |
| 38+64 – 54+72 |
| Notice |
| Road width narrows to 9’. |
| 46+08 |
| Notice |
| Cut slope failure, 20’ wide slump in road. |
| 49+02 |
| CDC |
| Dry swale, slumpy road shoulders |
| 51+80 |
| SGC |
| Live water, 18” bankfull. |
| 54+72 – 56+38 |
| CDC |
| 14’m road width, dry swale |
| 56+38 – 65+00 |
| Notice |
| Road width narrows to 9’, goes back to 11’ after station 65+00 |
| 58+20 – 63+08 |
| Notice |
| Draw with wet veg, fill slumping in the road. |
| 62+50 |
| SGC |
| Live water, bankfull 40” |
| 63+20 |
| CDC |
| Live water from ditch |
| 63+20 – 64+62 |
| CDC |
| Live water in ditch, exists at and existing 18” cmp. |
| 67+50 |
| CDC |
| Swale, slumpy road shoulders, heavy alder |
| 68+04 – 68+50 |
| CDC |
| Water in road ditch, puddle in road, road bed saturated. |
| 68+70 |
| SGC |
| Live water, 2 small stream channels converge at the inlet of an existing 24” cmp. One stream bankfull is 18” the other is 2’. Numerous sink holes in the road. |
| 69+60 |
| Notice |
| Junction left 726A road. |
| 72+80 – 74+75 |
| Notice |
| Road surface covered alder. |
| 78+60 – 79+20 |
| Notice |
| Draw. |
| 78+90 |
| SGC |
| Live water, 20” bankfull, 24” cmp |
| 82+80 |
| SGC |
| Live water, 24” bankfull, 18” cmp |
| 82+80 – 83+50 |
| Notice |
| 6” of water in saturated ditch. |
| 84+00 – 84+70 |
| Notice |
| Road covered with alder. |
| 85+50 |
| Notice |
| Road width narrows to 11’. |
| 88+30 |
| Notice |
| Junction left, 726-T10 road |
| 89+80 |
| Notice |
| Saddle with a 30’ x 30’ landing |
| 89+80 |
| Notice |
| Heavy alder on road to the end of the road at station 114+46 |
| 92+00 |
| Notice |
| Kelly hump, junction left skid road |
| 93+75 – 95+80 |
| Notice |
| Water bars on this section road |
| 99+70 – 100+90 |
| Notice |
| Road width narrow to 7’ |
| 100+91 |
| CDC |
| Dry draw, junction left up draw |
| 102+28 |
| Notice |
| 10’ road width |
| 103+50 |
| Notice |
| Ridge point |
| 108+18 |
| CDC |
| Dry draw, sink holes in the road with wet veg., junction left with Y intersection to two skid roads. |
| 111+24 |
| CDC |
| Swale to the left |
| 114+46 |
| End Project Work on Road 726. |
End roadway obliteration method II. End seeding. Road ends mid-slope on natural grade.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74247
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74247 |
Begin Item 21103B, Roadway Obliteration Method II (1.4 Miles).
Begin Seeding (7.0 Acres).
From USFS road 246 turn right onto USFS road 5301 and travel approx. 0.9 miles to the intersection with USFS road 724. Take a sharp left onto USFS road 724 and travel 7,746 to the junction left with USFS road 74247, beginning of project.
| 5+94 |
| Drainage excavation |
| Remove existing cmp. |
| 16+83 |
| Cross-Drain Channel (CDC) |
| Seep in draw. |
| 39+44 |
| Stream-Grade Channel (SGC) |
| Live water, Remove existing cmp. |
| 43+17 |
| CDC |
| Draw with a seep. |
| 58+95 |
| Stream-Grade Channel (SGC) |
| Live water, Remove existing cmp. |
| 72+40 – 72+88 |
| CDC |
| Draw with seep. |
| 72+90 |
| Notice |
| Road starts to transition into a skid trail |
| 73+85 |
| End Project Work on Road 74247. |
End roadway obliteration method II. End seeding. Road end by turning into a skid trail.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74248
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74248 |
Begin Item 21103B, Roadway Obliteration Method II (0.6 Miles).
Begin Seeding (3.0 Acres).
From USFS road 246 turn right onto USFS road 5301 and travel approx. 0.9 miles to the intersection with USFS road 724. Take a sharp left onto USFS road 724 and travel 1.35 miles to the junction right with USFS road 74248, beginning of project.
| 0+34 |
| Notice |
| Large Tank Trap approx. 6’ |
| 2+05 |
| Notice |
| Ridge point with erosion channel in the road |
| 2+46 |
| Notice |
| Junction left skid road. |
| 4+70 |
| Notice |
| Ridge point and 20’ x 20’ landing |
| 4+85 – 5+20 |
| Notice |
| Saturated ditch line |
| 5+60 |
| Cross-Drain Channel (CDC) |
| Dry draw |
| 6+00 |
| Notice |
| Road width narrows to 10’ |
| 9+50 |
| Notice |
| Ridge point w/ bare soil and a small landing |
| 13+44 |
| CDC |
| Draw draw, existing cmp was pulled but most of the culvert fill remains. |
| 16+14-17+10 |
| Notice |
| Ridge point, road width narrows to 9’, bare soil on cut slope. |
| 18+50 |
| Stream-Grade Channel (SGC) |
| Live water, very small flow, existing cmp pulled, but most of the culvert fill still remains. |
| 19+80 – 20+01 |
| Notice |
| Small gully in the road. |
| 20+35 – 20+90 |
| CDC |
| Channel above the road that crosses the road. Road widens and is saturated with one large pool and several smaller ones. |
| 21+00 |
| Notice |
| 2’ wide by 30’ long shoulder fill failure. |
| 23+20 |
| SGC |
| Live water, existing cmp was pulled but most of the culvert fill still remains. |
| 23+20-24+10 |
| CDC |
| Swale with a trickle of water going sub-surface, the road is 100% saturated. |
| 28+70 |
| Notice |
| Junction right 74250 |
| 30+20 |
| Notice |
| Junction right 74249 |
| 30+20 |
| End Roadway Obliteration Method II. Begin Roadway Obliteration Method I (0.6 miles). Begin Seeding (3.0 Acres). |
| Begin roadway obliteration method I just past the intersection with the 74249 road. |
| 31+60 |
| CDC |
| Dray swale, road width narrow to 10’ |
| 33+55 |
| SGC |
| Live water, small seep, existing cmp pulled, but culvert fill still remains. |
| 36+70 – 37+10 |
| Notice |
| Draw |
| 36+94 |
| SGC |
| Live water, small flow, existing cmp has been pulled, but most of the culvert fill still remains. |
| 40+05 |
| Notice |
| Ridge point with a small landing. |
| 42+50 – 43+79 |
| Notice |
| Large fill failure, 130 long, 25-30’ wide, 30’-40 deep. |
| 43+80 – 44+10 |
| Notice |
| Saturated slumpy road, road width narrows to 9’ |
| 44+50 |
| Notice |
| 3’ wide x 15’ long road shoulder fill failure |
| 48+20 |
| Notice |
| Junction right 74248 T-1 |
| 53+26 |
| SGC |
| Live water, existing cmp pulled, but most of culvert fill still remains. |
| 54+00 – 54+35 |
| Notice |
| Slumpy granitic cut slope |
| 64+05 |
| End Project Work on Road 74248. |
End roadway obliteration method I. End seeding. Road ends in a draw near a water crossing.
WASHINGTON CREEK ROAD OBLITERATION
ROAD NO. 74250
*CMP: corrugated metal pipe, CDC: cross-drain channel, SGC: stream-grade channel. Notice: Segments of this road have cut and fill failures that will require rehabilitating prior to crossing.
| STATION |
| ACTIVITY DESCRIPTION |
| REMARKS |
| 0+00 |
| Begin Project Road 74250 |
Begin Item 21103B, Roadway Obliteration Method II (0.2 Miles).
Begin Seeding (1.0 Acres). *This road has not been surveyed, information is from LIDAR only From USFS road 246 turn right onto USFS road 5301 and travel approx. 0.9 miles to the intersection with USFS road 724. Take a sharp left onto USFS road 724 and travel 1.35 miles to the junction right with USFS road 74248. Turn right onto USFS road 74248 and travel approx. 0.6 miles to junction right with USFS road 74250, beginning of project.
| 2+11 |
| Notice |
| 20’ long road prism failure. 75% of road prism gone. |
| 7+39 |
| Notice |
| Large landing on the right. |
| 10+56 |
| End Project Work on Road 74250. |
End roadway obliteration method II. End seeding. Road ends in a draw near a water crossing.
