C04_12363N26Q4181Corral_G-Z_Appendix C_RoadMtc.pdf

Corral Stewardship IRSC Fremont-Winema National Forest Page 1 of 22 Bly Ranger District

Revised 1.27.2025

APPENDIX C

C(T)5.31# – ROAD MAINTENANCE REQUIREMENTS. (9/04) Contractor shall maintain roads in accordance with the following Contract Road Maintenance Requirements Summary:

PRE HAUL

ROAD TERMINI MILES ROAD MAINTENACE T-SPECIFICATIONS

FROM TO T-801 T-802 T-805 T-810 T-811 T-814

34 0 15 15 C C

3660 0 14.14 14.14 C C

3400050 0 1.25 1.25 C C

3400108

0 0.85 0.85 C

3400127 0 0.15 0.15 C

3400129 0 0.5 0.5 C

3400132 0 0.4 0.4 C

3400136 0 0.4 0.4 C

3400015 0 2.2 2.2 C C

3400112 0 0.6 0.6 C C C

3400116 0 0.4 0.4 C C C

3400119 0 0.2 0.2 C C

3631 0 10.75 10.75 C C

3631238 0 0.15 0.15 C C C C

3631310 0 0.05 0.05 C C C C

3631236 0 0.3 0.3 C C

3631229 0 1 1 C C

Page 2 of 22 Bly Ranger District

3631273 0 1.4 1.4 C C

3631274 0 0.2 0.2 C C

3631275 0 0.2 0.2 C C

3631258 0 0.2 0.2 C

3631265 0 0.15 0.15 C C

3660365 0 3.2 3.2 C C

3660027 0 0.25 0.25 C

3631281 0 1.3 1.3 C C

3660028 0 0.9 0.9 C

3660029 0 0.35 0.35 C

3660066 0 0.4 0.4 C

3660063 0 2.5 2.5 C C C

3660064 0 1.48 1.48 C C C

3660064 1.48 2.69 1.21 C C

3660144 0 0.8 0.8 C C

3660013 0 5.56 5.56 C C C C

3660224 0 .25 .25 C C

3660025 0 0.75 0.75 C

3660025 0.75 0.95 0.2 C

3660024 .0 2.7 2.7 C C C

3660021 0 1.3 1.3 C

3660114 0 1.4 1.4 C

Page 3 of 22 Bly Ranger District

DURING HAUL

FROM TO T-805 T-8## T-8## T-8## T-8## T-8## T-8## T-8##

3631 0 10.75 10.75 C

POST HAUL

FROM TO T-805 T-812 T-814 T-8## T-8## T-8## T-8## T-8##

3631 0 10.75 10.75 C

3400143 0 .55 .55 C

3400145 0 .1 .1 C

3400108 0 .85 .85 C

3400126 0 .7 .7 C

3400127 0 .15 .15 C

3400129 0 .5 .5 C

3400131 0 .2 .2 C

3400132 0 .4 .4 C

3400133 0 1.2 1.2 C

3400136 0 .4 .4 C

3400339 0 .2 .2 C

3631241 0 1.2 1.2 C

3631236 0 .3 .3 C

3631287 0 .15 .15 C

3631229 0 1 1 C

Page 4 of 22 Bly Ranger District

3631233 0 .3 .3 C

3631275 0 .2 .2 C

3631276 0 .4 .4 C

3631279 0 .3 .3 C

3631280 0 .3 .3 C

3631281 0 .2 .2 C

3631258 0 .15 .15 C

3631265 0 1.3 1.3 C

3660183 0 .15 .15 C

3660172 0 .6 .6 C

3660079 0.8 .95 .15 C

3660365 0 3.2 3.2 C

3660066 0 .4 .4 C

3660067 0 .55 .55 C

3660065 0 .3 .3 C

3660014 0 .5 .5 C

3660312 0 .1 .1 C

3660313 0 .05 .05 C

3660203 0 .2 .2 C

3660144 0 .8 .8 C

3660248 0 .6 .6 C

3660173 0 .4 .4 C

Page 5 of 22 Bly Ranger District

3660232 0 .3 .3 C

3660018 0 .2 .2 C

3660026 0 .8 .8 C

3660235 0 .1 .1 C

3660311 0 .1 .1 C

3660157 0 .1 .1 C

3660318 0 .1 .1 C

3660244 0 .3 .3 C

3660246 0 .6 .6 C

3660247 0 .4 .4 C

3660249 0 .4 .4 C

3660250 0 .5 .5 C

3660251 0 .5 .5 C

3660302 0 .15 .15 C

3660118 0 .25 .25 C

3660114 0 1.4 1.4 C

3660011 0 .75 .75 C

3660295 0 .81 .81 C

3660296 0 .6 .6 C

3660297 0 .1 .1 C

3660272 0 .6 .6 C

Page 6 of 22 Bly Ranger District

Notes:

C = Contractor Performance Item The maximum volume of Contractor responsibility for Slide and Slump repair is 20 cubic yards O = Optional Contract Line Item NFSR = National Forest Service Road CR = County Road JCT = Junction MP = Milepost EOR = End of Road

Page 7 of 22 Bly Ranger District

ROAD MAINTENANCE T-SPECIFICATIONS FOR STEWARDSHIP CONTRACTS

Contractor shall maintain roads in accordance with the following Contract Road Maintenance Requirements Summary:

Contractor will be responsible for doing all pre, during and post haul road maintenance with no compensation from the Forest Service.

T-SPECIFICATIONS

T-SPEC NUMBER SPECIFICATION TITLE

T-801 Vegetation Removal Roadway (Logging Out)

T-802 Vegetation Removal Roadside (Clearing Roadway Veg)

T-805 Road Grading T-810 Ditch Maintenance T-811 Drainage Structures T-812 Misc. Structures T-814 Closure Device

Page 8 of 22 Bly Ranger District

SPECIFICATION T-800 DEFINITIONS

Definitions

Wherever the road maintenance specifications use the following terms (figure 1), the user shall interpret the intent and meaning as follows:

Base course. Material used to reinforce subgrade or, as shown on drawings, placed on subgrade to distribute wheel loads. Base course usually consists of aggregate (treated or untreated). It serves as the immediate support for the surface course and may be built directly on subgrade if no subbase is called for. The requirements for building on subgrade are more stringent than for building with a subbase.

Berm. A curb or dike constructed to prevent uncontrolled roadway runoff water from discharging onto fillslope.

Bituminous. Of or containing bitumen.

Borrow. Material taken from designated borrow sites.

Crown, inslope, and outslope. The cross slope of the roadway, which aids in drainage and traffic maneuverability.

Culvert. A conduit or passageway under a road or trail.

Drainage dip. A dip in the roadway that intercepts and diverts surface water runoff. A drainage dip does not block the movement of traffic.

Drainage structure. A manufactured structure that controls the runoff of water from the roadway, including

(but not limited to) overside drains, aprons, flumes, down drains, downpipes, and culverts.

Lead-off ditch. A ditch used to transmit water from a drainage structure or drainage dip outlet to the natural drainage area.

Maintenance activity. Items of work leading to the upkeep of a road within the right of way and necessary to sustain the road's anticipated traffic.

Maintenance specifications. Specifications that detail conditions and requirements peculiar to the individual project in addition to requirements identified in the national specifications.

Roadbed. The portion of a road between the intersection of subgrade and side slopes, excluding that portion of

Page 9 of 22 Bly Ranger District the ditch below subgrade. Roadbed consists of suitable native soil. It supports the base course and surface course.

Roadside. A term denoting the area adjoining the outer edge of the roadway.

Roadway. A term denoting the area consisting of the traveled way and shoulders.

Shoulder. That portion of roadway contiguous with the traveled way for accommodation of stopped vehicles, for emergency use, and lateral support of base and surface course, if any.

Slide. A concentrated deposit of soil, rock, and other debris from the cut slope, often extending onto the roadway, whether caused by mass land movement or accumulated raveling.

Slump. A localized portion of the roadbed which has slipped or otherwise become lower than that of the adjacent roadbed and constitutes a hazard to traffic.

Subbase. Consists of either compacted granular material (treated or untreated) or a compacted layer of treated soil. It may help protect the base course and surface course from intrusion of fine-grained roadbed soils, damage from frost, and accumulation of water in or below the pavement structure. The pavement structure consists of the subbase, base course, and surface coarse.

Subgrade. Top surface of roadbed upon which subbase, base course, or surface course is constructed. For roads without subbase, base course, or surface course, that portion of roadbed prepared as the finished roadway.

Subgrade consists of suitable native soil (treated or untreated). It serves as the top of the roadbed where the subbase or base course is constructed.

Surface course. The material placed on the base course or subgrade to enhance traction, distribute concentrated wheel loads and resist abrasion and the effects of climate. Surface course may be referred to as surfacing. Surface course consists of an aggregate mixture that may include a binder (plastic fines or bituminous material). It must carry the traffic load, provide a smooth riding surface, and resist skidding and traffic wear while keeping water from penetrating into pavement structure.

Traveled way. That portion of roadway, excluding shoulders, used for the movement of traffic.

Turnouts. Short sections of traveled way constructed with additional width to allow for safe passing of traffic.

Page 10 of 22 Bly Ranger District

Waterbar. A constructed feature in the roadbed that intercepts surface runoff and diverts the water off the roadway. A waterbar is not designed to be traversable by traffic.

Water source. A place designated in individual projects for acquiring water for road maintenance purposes.

ILLUSTRATION OF ROAD STRUCTURE TERMS

Page 11 of 22 Bly Ranger District

T–801 Vegetation Removal—Roadway

801.01 Description

Work consists of removing fallen trees and snags that encroach within 5 feet of the roadway.

801.02 Maintenance Requirements

A. Deck portions of trees that meet utilization standards in A/AT2 along the roadside at locations that do not impair the traveled way or sight distance (agreed to in writing).

B. Limb sub-merchantable material and cut it into lengths for handling. Scatter the material outside ditches and drainages, off the roadway and turnouts, or at staked locations.

C. Do not leave woody debris and slash on the roadway or concentrations that may plug ditches, culverts, or drainage channels.

D. Place residual root wads in an upright position out of the clearing limits.

Page 12 of 22 Bly Ranger District

T–802 Vegetation Removal—Roadside

802.01 Description

Work consists of cutting and disposing of vegetation that reduces the operational capability of the road, including compromised visibility of signing, gates, or approach railings on bridges. Work also includes removing vegetation for the purpose of restoring site distance to an acceptable level.

802.02 Maintenance Requirements

A. Remove vegetative matter that reduces sight distance, impedes vehicular travel, or interferes with road maintenance operations (such as surface blading, ditch and culvert cleaning, and bridge deck and curb cleaning) to a maximum height of 6 inches and a minimum of 5 feet outside of the roadway.

B. No need to remove low shrubs and brush which do not restrict sight distance and do not impede road maintenance if the road surface can be adequately maintained without doing so. This is not applicable to bridge sites.

C. For bridge sites, remove roadway vegetation within a minimum of 20 feet from abutments as measured along the center line of the road. Cut vegetation to provide a vertical clearance of 14 feet from the road and bridge surface elevation by trimming any encumbering tree limbs.

D. Do not leave woody debris and slash on the roadway or concentrations which may plug ditches, culverts, or drainage channels.

Page 13 of 22 Bly Ranger District

T–805 Road Grading

805.01 Description

Work consists of keeping a native or aggregate roadbed in a condition that facilitates traffic and provides proper drainage. It includes maintaining the crown, inslope, outslope or drainage dips of the traveled way;

maintaining turnouts and shoulders; repairing berms; and blending approach road intersections.

805.02 Maintenance

A. Road grading shall be performed as often as necessary, per C/CT 5.31, to facilitate safe use and proper drainage.

B. Road grading shall preserve the existing cross-section. Surface irregularities shall be eliminated and the surface left in a free-draining state and to a smoothness needed to facilitate traffic. On aggregate-surfaced roads, thoroughly loosen surfacing material to no less than a 2-inch depth or the depth of defects.

Scarification to facilitate cutting to the full depth of potholes or corrugations may be elected but will be considered incidental to blading. Do not scarify to a depth that will cause contamination of the surfacing.

Surface material that has been displaced to the shoulders or turnouts shall be returned to the traveled way.

A grading pattern shall be established to retain surface material on the roadbed and to provide for a thorough mixing of the materials within the completed surface width.

C. Unless otherwise shown in table 2, compaction of the traveled ways will be accomplished using compaction method A and will commence immediately following blading.

a. Compaction method A: adjust the moisture content of the material to a content suitable for compaction. Fill the interstices around rock with earth or other fine material, as practical. Operate hauling and spreading equipment uniformly over the full width of each layer until there is no visible evidence of further consolidation.

b. Compaction method B: operate a 7- to 10-ton pneumatic, steel, or equivalent vibratory roller to cover the full width three times. Adjust the moisture content of the material to a moisture content suitable for compaction. Fill the interstices around rock with earth or other fine material, as practical.

D. Smooth blading may be used as an interim measure on aggregate-surfaced roads to remove loose surfacing material from the wheel paths. Store removed materials in a recoverable windrow until blade processing (as described above) is feasible. Watering is not required for smooth blading. Accomplish smooth blading without distorting the existing cross-slope or crown of the traveled way.

E. Move and store loose surfacing materials on the high side of super-elevated curves and sections with uniform inslope or outslope. In crowned sections, store the material on either or both sides, as elected.

Windrow and place stored materials to provide not less than 12 feet of smooth traveled way on one-lane segments, or 20 feet of smooth traveled way on two-lane segments or segments with turnouts. Place holes through windrows for drainage every 500 feet or less to provide drainage.

F. Water, taken from water sources designated on the sale area map, shall be applied during blading if sufficient moisture is not present to cut, mix, or compact the surface material.

G. On native-surfaced roads, material generated under other maintenance specifications may be blended with the surface material being worked. On aggregate surfaced roads this material shall not be blended with surface or base course material unless otherwise agreed.

H. Roadway cut slopes or berms shall not be undercut, nor shall new berms be established unless otherwise agreed.

I. Berms shall be repaired by placing material, as needed to restore the berm, to reasonably blend with existing line, grade, and cross-section.

J. Drainage dips shall be cleaned and maintained to reasonably blend with existing line, grade, and cross-section. Lead-off ditches shall be maintained in accordance with T-810 Ditch Maintenance.

K. Intersecting road junctions that are not closed or restricted from vehicular use shall be bladed to assure proper blending of the two riding surfaces.

Page 14 of 22 Bly Ranger District

L. Rocks or other material remaining on the traveled way after the final pass that are larger than 4 inches in diameter or are larger than the maximum size of imported surfacing shall be removed. Unless otherwise designated by the Forest Service, the oversized material shall be removed and placed outside the roadway;

do not obstruct drainage ways or structures. Placement into streams, lakes, or water courses will not be permitted.

M. Material resulting from work under this specification shall not remain on or in structures, such as culverts, overside drains, cattleguards, ditches, and drainage dips.

N. Material resulting from work under this specification, plus any accumulated debris, shall be removed from bridge decks and the deck drains opened along the Shoulder. Apply the remaining dust abatement Material to Traveled Way and the Berm. Spread the Berm evenly across Traveled Way and compact.

3.4—Preparation for Dust Abatement with Water. Traveled Way shall be prepared in accordance with Specification T-803 Surface Blading when required.

3.5—Application Tolerance. Dust abatement Materials other than water shall be applied within 0.05 gallons per square yard of the rate specified.

3.6—Mixing Requirements. DO-6BA, DO-6PA, and DO-8 shall be thoroughly circulated in the distributor within 1 hour of application.

3.7—Weather Limitations. Dust abatement Materials shall not be applied when it is raining.

Bituminous Material shall be applied when the surface temperature of Traveled Way is 50 degrees Fahrenheit or higher.

Lignin sulfonate and magnesium chloride shall be applied when the atmospheric temperature is 40 degrees Fahrenheit or higher.

3.8—Blotter Material. Blotter Material shall be spread in a sufficient quantity to prevent tire pickup.

Table 2—Compaction requirement

Road number Beginning milepost Ending milepost

N/A - -

Note: Roads listed in this table require compaction method B, as specified in 806.02-C.

Page 15 of 22 Bly Ranger District

T–810 Ditch Maintenance

810.01 Description

Work consists of routine maintenance to provide unobstructed drainage for various types of ditches.

810.02 Maintenance Requirements

A. Maintain existing ditches by removing rock, soil, wood, and other materials to provide unobstructed flow.

B. Do not undercut backslopes during ditch maintenance operations.

C. Remove suitable material up to 4 inches in greatest dimension from the ditches and blend it into the existing native road surface and shoulder or place it in a designated berm.

D. Do not blend material from ditch cleaning operations into aggregate surfaced roads. Do not blade material across bituminous surfaced roads, unless approved in writing by the Forest Service.

E. Dispose of excess material which cannot be used for other beneficial purposes at disposal sites shown on the sale area map or at sites designated by the Forest Service. Material placed in disposal sites does not require compaction, unless required by the Forest Service.

F. Remove limbs and wood chunks that exceed 12 inches in length or 3 inches in diameter from ditches and place outside the roadway.

G. Clean paved surfaces of all materials resulting from ditch maintenance work.

H. Shape lead-off ditches to drain away from the traveled way.

Page 16 of 22 Bly Ranger District

T–811 Drainage Structures

811.01 Description

Work consists of maintaining drainage structures such as culverts, armored crossings, surface water deflectors, inlet and outlet channels, related ditches, existing riprap, trash racks, and drop inlets. This includes overside drains and cattleguards that function as drainage structures.

811.02 Maintenance Requirements

A. Drainage structures and related items shall be cleared of all foreign material that has been deposited above the bottom of the structure and all vegetative growth that interferes with the flow pattern.

B. Culvert inlets and outlets shall be cleaned a minimum of 3 feet, as measured along the invert, unless otherwise directed by the Forest Service.

a. Recondition culvert inlets and outlets by field methods such as jacking out or cutting away damaged metal that obstructs water flow. Treat cut metal edges with a zinc-rich coating, according to AASHTO

M 36 and ASTM A849.

b. Clean catch basins by removing the material within the basin floor to conform to the original grade from the invert and shape the basin to reasonably match the original catch basin cutslope.

c. Clean the inlet channel transition from the drainage ditch to the catch basin and outlet ditches a minimum of 10 feet, or a sufficient distance to allow free drainage of water.

C. Ditches shall be cleaned to conform to previous line, grade, and cross section for positive drainage.

D. Drainage dip maintenance consists of cleaning existing dips on native- and aggregate-surfaced roads.

Drainage dips shall be shaped to a depth and width to provide positive drainage and to reasonably conform to the original lines, grades, and cross sections, unless otherwise agreed upon. Lead-off ditches shall be cleaned a minimum of 10 feet from the drainage dip.

E. Riprap shall be maintained in good condition, including the replacement of riprap, if necessary, to previous line, grade, and cross section.

F. Headwalls, aprons, inlet assemblies, overside drains, riprap, geotextiles, trash racks, and other facilities related to the drainage structure shall be maintained to ensure proper function.

G. Material removed, if suitable, may be blended into existing native road surfaces or shoulders. On aggregate surface roads, care must be taken to ensure the material is not mixed into the existing aggregate. Haul unsuitable material to a disposal area designated by the Forest Service in accordance with Section T–806, or as otherwise agreed. Side casting into streams, lakes, or watercourses is not permitted.

Page 17 of 22 Bly Ranger District

T–812 Miscellaneous Structures

812.01 Description

Work consists of maintaining miscellaneous structures—including cattleguards, gates, and other similar, previously installed structures—to ensure safe and efficient operation of the road.

812.03 Maintenance Requirements

A. Cattleguards.

a. Loose rail or wing elements shall be straightened and welded or bolted back in place.

b. Excess material carried into the cattleguard shall be removed when drainage is blocked or when it reaches 6 inches from the bottom of the cattleguard frame. Drainage into and from the cattleguard shall be kept open according to T–811 Drainage Structures.

B. Gates.

a. Gates shall be kept in good repair and made to swing easily. Hinges or latches shall be repaired if not operating properly and hinges shall be oiled. Vegetation and debris shall be removed from within the swinging radius according to T–802 Vegetation Removal—Roadside.

b. Loose wire gate ends and internal stays shall be maintained in good condition. Gate wire shall be maintained as necessary to ensure proper operation of the gate both as a vehicular passageway and as a barrier to cattle movement.

C. Other miscellaneous structures shall be maintained as needed to ensure safe and efficient operation of the road.

Page 18 of 22 Bly Ranger District

T–814 Closure Devices

814.01 Description

Work consists of furnishing, installing, or removing barriers to facilitate road closures. Gates are not included.

814.02 Maintenance Requirements

A. Barriers shall be removed or installed in accordance with table 6, or as otherwise provided by the Forest

Service.

B. Earthen barriers shall be installed such that excavation areas drain, ditch lines do not impede flow, and as indicated in figure 3.

C. Other barrier types shall be installed as directed by the Forest Service.

D. The sale area map or stakes on the ground show the location of barriers to be removed or installed. Table 6 also identifies this information. Installation or removal may occur as often as road use is terminated or resumed.

Page 19 of 22 Bly Ranger District

Figure 3—An earthen barrier.

Source:

• The National Engineering Roads Drawing Library https://fsweb.sdtdc.wo.fs.fed.us/programs/eng/natlib/drawings/

• Earthen Barrier-G3-4 https://fsweb.sdtdc.wo.fs.fed.us/programs/eng/natlib/drawings/pdf/G3/C-GROUP_3_G3- 4_EARTHEN_BARRIER.pdf

• Note: Note: The drawing here has a minor modification from the original.

https://fsweb.sdtdc.wo.fs.fed.us/programs/eng/natlib/drawings/ https://fsweb.sdtdc.wo.fs.fed.us/programs/eng/natlib/drawings/pdf/G3/C-GROUP_3_G3-4_EARTHEN_BARRIER.pdf https://fsweb.sdtdc.wo.fs.fed.us/programs/eng/natlib/drawings/pdf/G3/C-GROUP_3_G3-4_EARTHEN_BARRIER.pdf

Page 20 of 22 Bly Ranger District

Table 6—Closure devices and locations

Road number Location(s) Closure device* Furnished by** Work ***/

3400143 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400145 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400108 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400126 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400127 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400129 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400131 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400132 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400133 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400136 MP 0.0 Earthen Barrier Gov/onsite material

Install

3400339 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631241 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631236 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631287 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631229 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631233 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631275 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631276 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631279 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631280 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631281 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631258 MP 0.0 Earthen Barrier Gov/onsite material

Install

3631265 MP 0.0 Earthen Barrier Gov/onsite material

Install

Page 21 of 22 Bly Ranger District

3660183 MP 0.0 Earthen Barrier Gov/onsite

Install

3660172 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660079 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660066 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660067 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660065 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660014 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660312 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660313 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660203 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660144 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660248 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660173 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660232 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660018 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660026 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660235 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660311 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660157 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660318 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660244 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660246 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660247 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660249 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660250 MP 0.0 Earthen Barrier Gov/onsite Install

Page 22 of 22 Bly Ranger District

3660251 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660302 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660118 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660114 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660011 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660295 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660296 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660297 MP 0.0 Earthen Barrier Gov/onsite material

Install

3660272 MP 0.0 Earthen Barrier Gov/onsite material

Install

*Type of closure device; e.g., earthen barrier, log barrier, rock barrier ** Material source: e.g., furnished by Government, commercial source *** Install or remove