4_Fiberboard_IRSC_Appendix_C.pdf

Project: Fiberboard Fuels Reduction and Forest Health Stewardship Page 1 of 5

APPENDIX C

Road Maintenance and Erosion Control: The following is intended as a set of operating conditions and erosion control needs for the use of roads, landings, and forwarding trails within summer or winter operating seasons. Included in this Item is equipment mobilization, and the costs associated with seasonal move-in and move-out requirements. Ground disturbing work cannot begin in any unit until FS personnel have determined operable soil conditions exist. Work must be in compliance with all applicable Best Management Practices (BMPs) listed here, applicable water quality BMPs from Appendix F of the Waste Water Discharge Permit (WWDR), and the LTMBU Agreement for Wet Weather Operations and Operations Outside Normal Operating Season.

Contractor shall perform specified road maintenance and erosion control activities, which includes but not limited to road blading, drainage maintenance, preventative maintenance, and dust abatement on designated Forest Roads, and any unnumbered newly constructed roads, channel crossings, landings, forwarder trails, existing non-system roads and existing and new temporary roads.

Water for performing road maintenance may be obtaining from hydrants in the project vicinity.

The contractor is responsible for obtaining a water use permit and encroachment permit for use of county/city/state roads. Specific road maintenance and erosion control requirements for temp roads/landings are listed below. Ripping of landings and temporary roads is not permitted in known noxious weed sites and in rocky soils. A slash mat or construction of temporary crossings will be required when crossing areas of wet soils or stream courses in Stream Environment Zones. Equipment will not be required to operate over a slash mat outside of wet Stream Environment Zones, but where a slash mat is not present on equipment trails, water bars shall be installed upon completion of use of each equipment trail.

• All Units: Utilize forest road 16N74 and engineer to a maintenance level suitable for hauling.

• Units 11, 26 & 14: Utilize forest road 16N77 and engineer to a maintenance level suitable for hauling.

• Unit 11: Construct 4 landings along forest road 73.

• Unit 14: Construct 3 landings along forest road 16N77.

• Units 11, 26 & 14: Reopen existing temp road system off forest road 16N77 to access these units.

• Unit 14: Construct 2 landings along temporary road.

• Unit 26: Construct 2 landings along temporary road.

• Unit 11: Construct 1 landing along temporary road.

• Unit 16: Reopen existing temporary road off forest road 16N77 and construct landing to access the north east portion of unit.

• Units 16/1016: Construct landing along forest road 16N74. Construct temporary road through unit 16 into unit 1016 and construct landing in unit 1016.

• During closeout of landings spread chipped material over the landing not to exceed 6 inches in depth. Rip the landing to a depth of 12 inches.

Project: Fiberboard Fuels Reduction and Forest Health Stewardship Page 2 of 5

• All temp roads shall be mulched then ripped to incorporate material into soil. Rip to a depth of 18 inches.

• At the intersection of roads where native surface material and pavement meet - Install rock or chip apron at intersection of paved road. If rock is used, rock shall be 3+ inches in size and placed to a 4 inch depth for 25 feet from the paved road. If chip is used, place to a 4 inch depth for 25 feet.

• Install barriers to effectively block vehicular access as determined by the Contract Administrator.

• Water bar spacing shall be in accordance with the California Department of Forestry and Fire Protection’s California Forest Practice Rules, 2009.

The following Best Management Practices (BMP) are applied to this contract for erosion control purposes. BMPs are specified in: Water Quality Management for National Forest System Lands in California – Best Management Practices, USDA Forest Service, Pacific Southwest (PSW) Region, 2011 – Region 5 Forest Service Handbook 2509.22, Chapter 10 found at http://www.fs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb5399662.pdf

PSW Regional BMP 1.5: Limiting Operating Period of Timber Sale Activities PSW Regional BMP 1.6: Protection of Unstable Lands PSW Regional BMP 1.8: Streamside Management Zone Designation PSW Regional BMP 1.9: Determining Tractor Loggable Ground PSW Regional BMP 1.10: Tractor (Forwarder) Skidding Design PSW Regional BMP 1.11: Suspended Log Yarding in Timber Harvesting PSW Regional BMP 1.12: Log Landing Location PSW Regional BMP 1.13: Erosion Prevention and Control Measures During Timber Sale Operations PSW Regional BMP 1.14: Special Erosion Prevention Measures on Disturbed Land PSW Regional BMP 1.15, Revegetation of Areas Disturbed by Harvest Activities PSW Regional BMP 1.16, Log Landing Erosion Control PSW Regional BMP 1.17, Erosion Control on Skid (Forwarder) Trails PSW Regional BMP 1.18, Meadow Protection during Timber Harvesting PSW Regional BMP 1.19: Streamcourse and Aquatic Protection PSW Regional BMP 1.20: Erosion Control Structure Maintenance PSW Regional BMP 1.21: Acceptance of Contract Erosion Control Measures Before Contract Closure PSW Regional BMP 1.22, Slash Treatment in Sensitive Areas PSW Regional BMP 1.25: Modification of the Timber Sale Contract.

PSW Regional BMP 2.2: General Guidelines for the Location and Design of Roads PSW Regional BMP 2.3: Road Construction and Reconstruction PSW Regional BMP 2.4: Roads Maintenance and Operations PSW Regional BMP 2.5: Water Source Development and Utilization PSW Regional BMP 2.6: Road Storage PSW Regional BMP 2.7: Road Decommissioning PSW Regional BMP 2.8: Stream Crossings PSW Regional BMP 2.9: Snow Removal and Storage PSW Regional BMP 2.10: Parking and Staging Areas

Project: Fiberboard Fuels Reduction and Forest Health Stewardship Page 3 of 5

PSW Regional BMP 2.11: Equipment Refueling and Servicing PSW Regional BMP 2.13: Erosion Control Plan PSW Regional BMP 5.1: Soil-disturbing Treatments on the Contour PSW Regional BMP 5.2: Slope Limitations for Mechanical Equipment Operations PSW Regional BMP 5.3: Tractor Operation Limitation in Wetlands and Meadows PSW Regional BMP 5.4: Revegetation of Surface Disturbed Areas PSW Regional BMP 5.5: Disposal of Organic Debris PSW Regional BMP 5.6: Soil Moisture Limitations for Mechanical Equipment Operations PSW Regional BMP 6.3: Protection of Water Quality from Prescribed Burning Effects PSW Regional BMP 7.3: Protection of Wetlands PSW Regional BMP 7.4: Forest and Hazardous Substance Spill Prevention Control and Countermeasure (SPCC) Plan PSW Regional BMP 7.7: Management by Closure to Use

Additionally, the following Best Management Practices (BMP) are applied to this contract for erosion control purposes. BMPs are specified in: National Best Management Practices for Water Quality Management on National Forest System Lands, Vol 1: National Core BMP Technical Guide. USDA Forest Service, April 2012. The national BMPs will be used to supplement the above listed PSW Regional BMPs found at http://www.fs.fed.us/biology/resources/pubs/watershed/FS_National_Core_BMPs_April2012.p df

National BMP Fac – 5: Solid Waste Management National BMP Fac – 6: Hazardous Materials National BMP Fire – 2: Use of Prescribed Fire National BMP Road – 2: Road Location and Design National BMP Road – 3: Road Construction and Reconstruction National BMP Road – 4: Road Operations and Maintenance National BMP Road – 5: Temporary Roads National BMP Road – 6: Road Storage and Decommissioning National BMP Road – 7: Stream Crossings National BMP Road – 8: Snow Removal and Storage National BMP Road – 9: Parking and Staging Areas National BMP Road – 10: Equipment Refueling and Servicing National BMP Road – 11: Road Storm – Damage Surveys National BMP Veg – 1: Vegetation Management Planning National BMP Veg – 2: Erosion Prevention and Control National BMP Veg – 3: Aquatic Management Zones National BMP Veg – 4: Ground-Based Skidding and Yarding Operations National BMP Veg – 6: Landings National BMP Veg – 7: Winter Logging National BMP Veg – 8: Mechanical Site Treatment National BMP WatUses – 3: Administrative Water Development (Water Drafting)

Project: Fiberboard Fuels Reduction and Forest Health Stewardship Page 4 of 5

1. Road Maintenance T-Specifications: The following specifications shall govern road maintenance made necessary by Contractor's road use and responsibilities for protecting roads from seasonal weather damage and for safeguarding soil and water. T-Specifications are included as attachments.

T-802 Ditch Cleaning T-803 Surface Blading T-805 Drainage Structures T-806 Dust Abatement T-807 Roadway Vegetation T-808 Miscellaneous Structures T-809 Waterbars T-810 Barriers

Contractor shall maintain roads in accordance with the following Contract Road Maintenance Requirements Summary, attached specifications, and drawings:

Contract Road Maintenance Requirements Summary

Road Termini

Miles Applicable Pre-haul Road Maintenance Specifications

From To T-802 T-803 T-805 T-806 T-807 T-808 T-809 T-810 16N74 73 Road Southern

Landing

1.67 P P P

16N77 16N74 Eastern Landing

1.07 P P P

All temp roads

Beginning End 2.44 P P P

Miles Applicable During Haul Road Maintenance Specifications

From To T-802 T-803 T-805 T-806 T-807 T-808 T-809 T-810 16N74 73 Road Southern

Landing

1.67 P P

16N77 16N74 Eastern Landing

1.07 P P

All temp

Beginning End 2.44 P P

Miles Applicable Post Haul Road Maintenance Specifications

From To T-802 T-803 T-805 T-806 T-807 T-808 T-809 T-810 16N74 73 Road Southern

Landing

1.67 P P P P P P

16N77 16N74 Eastern Landing

1.07 P P P P P P

All temp

Beginning End 2.44 P P P P P P

P = Contractor Performance Item D = Deposit to Forest Service D3 = Deposit to Third Party

2. Cooperative Road Use: When two or more commercial users are simultaneously using the same road, they shall agree on a maintenance plan and arrangements for accomplishing the work.

The Forest Service shall approve this plan.

Project: Fiberboard Fuels Reduction and Forest Health Stewardship Page 5 of 5

3. Temporary Roads: As necessary to attain stabilization of roadbed and fill slopes of Temporary Roads, Contractor shall employ such measures as out-sloping, drainage dips, and water-spreading ditches. After a Temporary Road has served Contractor’s purpose, Contractor shall give notice to Forest Service and shall remove bridges and culverts, eliminate ditches, out-slope roadbed, remove ruts and berms, effectively block the road to normal vehicular traffic where feasible under existing terrain conditions, and build cross ditches and water bars, as staked or otherwise marked on the ground by Forest Service. When bridges and culverts are removed, associated fills shall also be removed to the extent necessary to permit normal maximum flow of water.

4. Landings: After landings have served Contractor’s purpose, Contractor shall ditch and slope them to permit water to drain or spread. Unless agreed otherwise, cut and fill banks around landings shall be sloped to remove overhangs and otherwise minimize erosion. Landings shall not be constructed in wet or difficult to drain areas, in depressions, or within designated SEZ’s.

5. Forwarder Trails: When log forwarding is completed and portions of forwarder trails are not covered by slash, Contractor shall construct cross ditches on forwarder trails where staked or otherwise marked on the ground by Forest Service. By agreement, Contractor may use other comparable erosion control measures, such as backblading forwarder trails, in lieu of cross ditching.

6. Wetland Protection: Use mechanical treatments or systems that avoid or minimize disturbance to the ground and vegetation in or near the wetland. Conduct equipment operations in a manner that maintains or provides sufficient ground coverage. Contractor shall use slash mats or other approved methods of protection to travel in or near wetlands. Vehicular or skidding equipment shall not be used except where roads, landings, and tractor roads are pre-approved. When travel routes and landings are no longer needed the Contractor shall removal slash mats or other protective materials from the wetland. Where feasible, directional felling will be used to avoid felling trees into wet areas. Unless otherwise agreed, trees felled into wet areas or identified for removal shall be removed by endlining or fully suspended, slash removed, and resulting disturbance will be repaired where necessary to protect vegetative cover, soil, and water quality. Resulting logging slash shall be removed where necessary to protect cover, soil, and water. The Contractor will repair damage to a wetland caused by unauthorized purchasers’ operations in a timely and agreed-upon manner.

7. SEZ Vegetation Protection: Contractor's Operations shall not unnecessarily damage SEZ vegetation to include but not limited to aspens, willows, etc. in the stands and in protected areas.

8. Erosion Prevention and Control: All work must comply with all applicable BMPs listed in this appendix, applicable water quality BMPs from Appendix F of the Waste Water Discharge Permit (WWDR), and the LTBMU Agreement for Wet Weather Operations and Operations Outside Normal Operating Season.

Road Maintenance T-Specifications

No. Specification Title

T-800 Definitions

T-802 Ditch Cleaning

T-803 Surface Blading

T-805 Drainage Structures

T-806 Dust Abatement

T-807 Roadway Vegetation

T-808 Miscellaneous Structures

T-809 Waterbars

T-810 Barriers

SPECIFICATION T-800 DEFINITIONS

Wherever the following terms or pronouns are used in Specifications T-802 through T-810, the intent and meaning shall be interpreted as follows:

800-1.1 - Agreement. Maintenance projects require a mutually acceptable method to resolve the problems which arise when incompatible situations arise between drawings and specifications and actual conditions on the ground to allow orderly and satisfactory progress of the maintenance.

These specifications have been developed in anticipation of those problem areas and have provided that such changes will be by Agreement.

It is intended that drawings and specifications will govern unless "on-the-ground" conditions warrant otherwise, when specifications call for "Agreement", "agreed", or "approval" such Agreement or approval shall be promptly confirmed in writing.

800-1.2 - Annual Road Maintenance Plan. A plan prepared by various users of one or several roads. The plan is an Agreement on maintenance responsibilities to be performed for the coming year.

800-1.3 - Base Course. Material used to reinforce Subgrade or, as shown on drawings, placed on Subgrade to distribute wheel loads.

800-1.4 - Berm. Curb or dike constructed to prevent Roadway runoff water from discharging onto embankment slope.

800-1.5 - Borrow. Select Material taken from designated borrow sites.

800-1.6 - Crown, Inslope, and Outslope. The cross slope of the Traveled Way to aid in drainage and traffic maneuverability.

800-1.7 - Culverts. A conduit or passageway under a road, trail, or other obstruction. A culvert differs from a bridge in that it is usually entirely below the elevation of the Traveled Way.

800-1.8 - Drainage Dip. A dip in the Traveled Way which intercepts surface runoff and diverts the water off the Traveled Way. A Drainage Dip does not block the movement of traffic.

800-1.9 - Drainage Structures. Manufactured structures which control the runoff of water from the Roadway including Inslope, overside drains, aprons, flumes, downdrains, downpipes, and the like.

800-1.10 - Dust Abatement Plan. A table which lists the road, dust palliative, application rates, and estimated number of subsequent applications.

800-1.11 - Lead-off Ditches. A ditch used to transmit water from a Drainage Structure or Drainage Dip outlet to the natural drainage area.

800-1.12 - Material. Any substances specified for use in the performance of the work.

800-1.13 - Prehaul Maintenance. Road maintenance work which the Contractor determines must be accomplished to maintain the roads to a satisfactory condition commensurate with the Contractor's use, provided Contractor's Operations do not damage improvements under B6.22 or National Forest resources and hauling can be done safely. This work will be shown in the Annual Road Maintenance Plan as provided in B/BT6.31.

Prehaul Maintenance work the Contractor elects to perform will be in compliance with the Road Maintenance T-Specifications.

800-1.14 - Roadbed. The portion of a road between the intersection of Subgrade and sideslopes, excluding that portion of the ditch below Subgrade.

800-1.15 - Road Maintenance Plan. A table which shows applicable road maintenance specifications to be performed by Contractor on specific roads.

800-1.16 - Roadside. A general term denoting the area adjoining the outer edge of the Roadway.

800-1.17 - Roadway. The portion of a road within the limits of excavation and embankment.

800-1.18 - Shoulder. That portion of Roadway contiguous with Traveled Way for accommodation of stopped vehicles, for emergency use, and lateral support of base and Surface Course, if any.

800-1.19 - Slide. A concentrated deposit of Materials from above or on backslope extending onto the Traveled Way or Shoulders, whether caused by mass land movements or accumulated ravelling.

800-1.20 - Slough. Material eroded from the backslope which partially or completely blocks the ditch, but does not encroach on the Traveled Way so as to block passage of traffic.

800-1.21 - 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.

800-1.22 - Special Project Specifications. Specifications which detail conditions and requirements peculiar to the individual project.

800-1.23 - Subgrade. Top surface of Roadbed upon which Base Course or Surface Course is constructed. For roads without Base Course or Surface Course, that portion of Roadbed prepared as the finished wearing surface.

800-1.24 - Surface Course. The Material placed on Base Course or Subgrade primarily to resist abrasion and the effects of climate. Surface Course may be referred to as surfacing.

800-1.25 - Surface Treatment Plan. A table which lists the roads and surface treatments to be applied.

800-1.26 - Traveled Way. That portion of Roadway, excluding Shoulders, used for the movement of vehicles.

800-1.27 - Turnouts. That portion of the Traveled Way constructed as additional width on single lane roads to allow for safe passing of vehicles.

800-1.28 - Water Source. A place designated on the Road Maintenance Map for acquiring water for road maintenance purposes.

800-1.29 - Waterbar. A dip in the Roadbed which intercepts surface runoff and diverts the water off the Roadway. A Waterbar is not designed to be traversable by logging trucks.

SPECIFICATION T-802 DITCH CLEANING

DESCRIPTION

1.1 Ditch cleaning is removing and disposing of all Slough Material from Roadway ditches to provide a free-draining waterway.

REQUIREMENTS

3.1 Ditch cleaning shall be repeated during the year as often as necessary to facilitate proper drainage.

3.2 All Slough Material or other debris which might obstruct water flow in the Roadway ditch shall be removed. Material removed from the ditch, if suitable, may be blended into existing native road surface or Shoulder or placed in designated Berms in conjunction with Surface Blading T-803 operations.

Material removed from ditches that is not by Agreement blended into existing roads or placed in Berms shall be loaded and hauled to the disposal site shown on Sale Area Map.

3.3 Roadway backslope or Berm shall not be undercut.

SPECIFICATION T-803 SURFACE BLADING

1.1 Surface blading is keeping a native or aggregate Roadbed in a condition to facilitate traffic and provide proper drainage. It includes maintaining the Crown, Inslope or Outslope of the Traveled Way, Turnouts, and Shoulder; repairing Berms; blending approach road intersections;

and cleaning bridge decks, Drainage Dips, and Lead-off Ditches.

REQUIREMENTS

3.1 Surface blading shall be performed before, during, and after Contractor's use as often as necessary to facilitate traffic and proper drainage.

3.2 The surface blading 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. Surface Material which has been displaced to the Shoulders or Turnouts shall be returned to the Traveled Way. The blading operation shall be conducted to prevent the loss of surface Material and to provide for a thorough mixing of the Material being worked.

3.3 Water, taken from Water Sources designated on Sale Area Map, shall be applied during blading if sufficient moisture is not present to cut, mix, or compact the surface Material.

3.4 On native surfaced roads, Material generated from backslope Sloughing, and ditch cleaning 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 agreed otherwise.

3.5 Roadway backslopes or Berms shall not be undercut, nor shall new Berms be established unless agreed otherwise.

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

3.6 Drainage Dips and Lead-off Ditches shall be cleaned and maintained to reasonably blend with existing line, grade, and cross-section.

3.7 Intersecting roads shall be bladed for a distance of 50 feet to assure proper blending of the two riding surfaces.

3.8 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 from the Traveled Way. The oversized Material shall be disposed of by sidecasting, unless shown otherwise on Sale Area Map. Sidecasting into streams, lakes, or water courses will not be permitted.

3.9 Material resulting from work under this specification shall not remain on or in structures, such as Culverts, overside drains, cattleguards, ditches, Drainage Dips, and the like.

3.10 Material resulting from work under this specification, plus any accumulated debris, shall be removed from bridge decks and the deck drains opened.

SPECIFICATION T-805 DRAINAGE STRUCTURES

1.1 This work consists of maintaining Drainage Structures and related items such as inlet and outlet channels, existing riprap, trash racks, and dropinlets.

MATERIALS

2.1 All Materials used in the maintenance of Drainage Structures shall conform by type and specification to the Material in the structure being maintained.

REQUIREMENTS

3.1 Drainage Structures and related items shall be cleared of all foreign Material which has been deposited above the bottom of the structure and all vegetative growth which interferes with the flow pattern. Material removed that cannot be incorporated into maintenance work shall be hauled to a disposal site shown on Sale Area Map.

3.2 If outlet or inlet riprap was installed by Contractor as a construction item or existed prior to Contractor's haul, it shall be maintained in good condition including the replacement of riprap if necessary to previous line, grade, and cross-section.

3.3 Perform maintenance to insure the proper functioning of the head walls, aprons, inlet assemblies, overside drains, riprap, trash racks, and other facilities related to the Drainage Structure.

SPECIFICATION T-806 DUST ABATEMENT

1.1 This work shall consist of preparing Traveled Way and furnishing and applying Materials to abate dust.

MATERIALS

2.1 The roads requiring dust abatement, type of dust abatement Material to be used, the rates of application, and frequency of applications will be shown on Dust Abatement Plan (B/BT5.3, B/BT6.31, and C/CT5.31#). The Dust Abatement Plan may be changed by written Agreement.

2.2 Water. The locations of Water Sources are shown on Sale Area Map.

2.3 Dust abatement Materials shall meet the requirements of the following subsections of Forest Service Specifications for Construction of Roads and Bridges or attached Special Project Specifications.

Emulsified Asphalt 702 Blotter Material 703.12 Magnesium or Calcium Chloride Brine 723.01 Calcium Chloride Flake 723.02 Lignin Sulfonate 723.03

2.4 Testing of Materials. Certification and sampling of bituminous Materials lignin sulfonate, and magnesium chloride shall be in accordance with subsections 105.04 or 723.04 of Forest Service Specifications for Construction of Roads and Bridges.

REQUIREMENTS

3.1 General. Dust abatement Materials shall be applied to the road surface as necessary to control road surface loss, provide for road user safety, and minimize damage to adjacent resources.

3.2 Compaction. When the methods listed below specify compaction, Traveled Way shall be compacted by an 8 to 10 ton pneumatic, steel-wheeled or equivalent vibrating roller making 2 passes over the full Traveled Way and Shoulder width, unless compaction is not required on the Dust Abatement Plan (B/BT5.3, B/BT6.31, and C/CT5.31#).

3.3 Preparation to Dust Abatement Materials Other Than Water. The following applies to all methods of preparation:

Bituminous residue shall be scarified and pulverized to produce loosened Material not exceeding 4 inches in greatest dimension.

Traveled Way shall be bladed in accordance with T-803.

Prior to applying DO-6BA, DO-6PA, or DO-8, the top 2 inches of Traveled Way shall contain not less than 80 percent nor more than 120 percent of optimum moisture as determined by AASHTO T-99, Method C. Prior to applying other bituminous Material, Traveled Way shall have a moisture content between 1 and 3 percent. If surface dusting prevents the bituminous Material from penetrating, a light application of water shall be applied just prior to applying the bituminous Material.

Lignin Sulfonate and magnesium chloride shall be applied when the top 1 inch of Traveled Way contains not less than 3 percent moisture, nor more than 120 percent of optimum moisture as determined by AASHTO T-99, Method C.

Moisture content will be determined in accordance with AASHTO T-217 OR T-239.

One or more of the following methods shall be used, as specified in the Dust Abatement Plan (B/BT5.3, B/BT6.31, and C/CT5.31#).

Method 1. Compact Traveled Way and apply the dust abatement Material.

Method 2. Develop a layer of loose Material approximately 1 inch in depth for the full width of Traveled Way. Apply the dust abatement Material to this loose Material and compact after penetration. If traffic makes maintenance of the loose Material difficult, 1 inch of the Material may be bladed into a windrow along the Shoulder. The specified moisture content shall be maintained in the windrow and the top 1 inch of Traveled Way. The windrow shall be bladed to a uniform Material. When the dust abatement Material has penetrated, Traveled Way shall be compacted.

Method 3. Blade 1 inch of Material from Traveled Way into a windrow along the Shoulder.

Maintain the specified moisture content in the windrow and the top inch of Traveled Way.

Apply half the dust abatement Material. When the dust abatement Material has penetrated, the windrow shall be bladed to a uniform depth across dust abatement Traveled Way, and the remaining dust abatement Material shall be applied. Traveled Way shall be compacted.

Method 4. Develop a layer of loose Material approximately 2 inches in depth for the full width of Traveled Way. Apply half the dust abatement Material to the loose Material. Blade the top 2 inches into a windrow 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.

SPECIFICATION T-807 ROADWAY VEGETATION

1.1 This work includes removal of brush and trees from within the Roadway limits.

REQUIREMENTS

3.1 Vegetative matter within the Roadway which impedes vehicular travel or interferes with road maintenance operations, such as surface blading and ditch and culvert cleaning shall be removed. Downed timber meeting utilization standards shall be cut in appropriate lengths and decked along the Roadside in locations where the Traveled Way or sight distances will not be impaired.

3.2 Vegetative matter removed from the Roadway shall be treated by the specified method shown on Sale Area Map and as required by C/CT6.7#.

SPECIFICATION T-808 MISCELLANEOUS STRUCTURES

1.1 Maintenance of miscellaneous structures includes cattleguards, gates, and other similar structures that have been previously installed to insure safe and efficient operation of the road.

MATERIALS

2.1 Any Materials needed in the maintenance of miscellaneous structures shall be similar in type and quality to the Material in the structure being maintained.

REQUIREMENTS

3.1 Cattleguards. Loose rails shall be welded or bolted back in place.

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.

3.2 Gates. Gates shall be kept in good repair and made to swing easily. Hinges or latches shall be repaired if not operating properly.

Brush and debris shall be removed from within the swinging radius.

SPECIFICATION T-809 WATERBARS

1.1 This work consists of installing or removing Waterbars in the Roadbed.

REQUIREMENTS

3.1 Waterbars shall be installed on roads shown on Road Maintenance Plan in accordance with the attached drawings and at locations designated or staked on the ground.

All Material excavated shall be used in the installation of the Waterbar. Bermed Material shall be compacted by operating heavy equipment over the length and width of the Berm.

3.2 Waterbars shall be removed on roads shown on Road Maintenance Plan by blading the Berm into the adjacent depression to form a smooth transition along the Traveled Way. The length and width of the fill Material shall be compacted by the equipment performing the work.

3.3 Waterbars may be required to be installed between seasons of use and then removed when haul is resumed. Waterbar installation may also be required when use of a road has been completed.

SPECIFICATION T-810 BARRIERS

1.1 This work shall consist of furnishing, installing, or removing barriers. Gates are not included.

MATERIALS

2.1 Materials for barriers shall meet the requirements as shown on attached drawings.

REQUIREMENTS

3.1 Barriers shall be installed in accordance with the attached drawings.

The location of barriers to be removed or installed is shown on Sale Area Map. Installation or removal may occur as often as road use is terminated and resumed.

Text1: SERVICE ENTRANCE TYPICAL 803