Boggs Mountain Demonstration State Forest Draft ... - Cal Fire
Boggs Mountain Demonstration State Forest Draft ... - Cal Fire
Boggs Mountain Demonstration State Forest Draft ... - Cal Fire
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<strong>Boggs</strong> <strong>Mountain</strong> <strong>Demonstration</strong> <strong>State</strong> <strong>Forest</strong> <strong>Draft</strong> Management Plan, June 2008<br />
Site 2: Mile 0.1 to 0.35 (1320 ft.)<br />
Priority: Medium<br />
This section of road is insloped with an outside berm and inboard ditch. There is little or no<br />
inboard ditch. Mud bog .2-.3 miles. Exposed rock at .2 miles. No waterbars or culverts.<br />
Remedial treatments include:<br />
1. Outslope or Crown road<br />
2. Install rolling dips<br />
3. Excavate outside berm and smooth over roadway<br />
4. Armor outfalls<br />
5. Fill “Mud Bog” areas with 6-inch minus compacted shale rock.<br />
Site 3: Mile 0.35 to 0.65 (Jct. Rd. 300) (1584 ft.)<br />
Priority: High<br />
This section of road is insloped with an outside berm and inboard ditch. Small landslide into ditch<br />
at .4 miles. Ditch plugged at .55 miles.<br />
Remedial treatments include:<br />
1. Outslope road<br />
2. Install rolling dips<br />
3. Excavate outside berm and smooth over roadway<br />
4. Armor outfalls<br />
ROAD 500<br />
High Priority Main Line Road<br />
Mileage begins at the end of the pavement (<strong>Forest</strong> Office) and proceeds southeast to the junction<br />
of Road 540.<br />
Site 1: Mile 0.0 to 0.25 (Jct. Rd. 520) (1320 ft.)<br />
Priority: High<br />
This section of road is insloped with an outside berm and inboard ditch. Although originally<br />
designed as an all-weather permanent rocked road, the running surface has eroded to native<br />
material or bedrock in many places with numerous potholes. At mile 0.1, there is an active spring<br />
on the cutbank and in the inboard ditch. The ditch and culvert at this location should be<br />
maintained. Outside berm is largely non-existent.<br />
Remedial treatments include:<br />
1. Outslope road<br />
2. Apply a 3 inch layer of 2 inch – minus crushed rock to the running surface.<br />
3. Install rocked rolling dips<br />
4. Excavate outside berm and smooth over roadway<br />
5. Armor outfalls<br />
6. Retain and improve inboard ditch at mile 0.1<br />
Site 2: Mile 0.25 (Jct. Rd. 520) to 0.9 (3432 ft.)<br />
Priority: High<br />
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