Attachment_A_Statement_of_Work.pdf

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C.1 STATEMENT OF WORK:

The work to be performed under this contract is fuel reduction through selective forest thinning of 20 acres in North Cascades National Park Service Complex, Lake Chelan National Recreation Area, Stehekin District, Stehekin, Washington. The Contractor shall furnish all needed labor, equipment, supplies, materials, permits, insurance, fees, alternate payment protection, lodging, and transportation (including barge services) to cut designated trees and remove the boles from the Company Creek Forest Fuel Reduction Area to a designated area within the Stehekin Valley.

The Contractor will have no entitlement under this contract to the trees cut and removed from the project area. While it is likely that we will award to one vendor, we reserve the right to make multiple awards. The fuel reduction project involves four phases, which correspond to the quote item numbers in the Line Item Summary:

1) Plowing the access route/ haul route from the log yard or Company Creek Road to the project area.

2) Selective tree felling on 20 acres; severing limbs and tops; lopping and scattering slash;

3) Horse or mechanized winter skidding operation to remove excess trees/logs from the treatment area to an adjacent temporary landing; and

4) Flush cutting tree stumps; bucking boles into 16 foot lengths; hauling logs from the temporary landing to the primary deck site using trucks; and constructing log decks.

C.2. BACKGROUND AND LOCATION:

C.2.1 BACKGROUND

This fuel reduction project is part of the Forest Fuel Reduction/Firewood Management Plan that was initiated in 1995 to reduce fire hazard and restore forest stand structure and species composition in strategic Forest Fuel Reduction Areas of the Stehekin Valley. In the past century forest stands in the Stehekin Valley have changed from the natural stand of mixed ponderosa pine and Douglas-fir, to primarily stands dominated by Douglas-fir. The forest type change has occurred over the past 100+ years from the selective harvesting of mature ponderosa pine and Douglas-fir, and the prolonged exclusion of fire. Forest thinning is one of the treatment techniques being used to reduce the forest fuel loads, open the canopy, favor pine regeneration, and reduce the chance that a wildfire will carry from tree crown to tree crown.

The portion of the Company Creek Forest Fuel Reduction Area (FFRA) that is included in this project is located adjacent to the road to the gravel pit. The area includes varied topography with a few areas including slopes up to 30%. The remainder of the project area is located on a gentle slope. The fuel reduction project planned for the winter of 2023/2024 will treat 20 acres of the FFRA near the gravel pit. (see attached maps).

The treatment is designed to promote a late successional stage forest with a greater proportion of ponderosa pine, as may have been found prior to European settlement of the valley. The fuel reduction treatments will be complemented by prescribed burning treatments, which reduce fuels on the ground, and maintain an open stand. Project objectives include minimizing soils disturbance and mitigating the visual impacts of treatment activities. The wood that results from

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P a g e 2 | 9 the fuel reduction operation will be made available as firewood permitted to local residents. The Contractor shall have no entitlement to the logs cut under this contract.

A total of 80 trees are to be cut, resulting in approximately 43 cords of wood to be removed from the site. The trees to be cut are primarily Douglas-fir and are 9-22" DBH in size; see table below.

The trees to be cut have been marked by the NPS with blue paint.

Size (diameter at breast height (DBH))

Number of trees To be removed

7.1” – 15” 51

15.1 - 22” 29 Total 80

The elevation of the treatment area is 1250 – 1370 feet above mean sea level. There are temporary landing sites along the road within the treatment area. The primary deck site at the NPS maintenance area is located approximately 1.1 to 1.6 road miles from the temporary landings.

C.2.2 LOCATION

The project work is located in Stehekin Valley approximately 1 mile from the intersection of Company Creek Road with the Stehekin Valley Road, and approximately 4 miles up valley from the Stehekin Landing in Lake Chelan National Recreation Area. Stehekin is a remote community located 50 miles from Chelan, Washington, at the north end of Lake Chelan. The Stehekin Valley is isolated; the roads do not connect with any highway system. Stehekin is accessible from Chelan only by boat, barge, or float airplane. The valley can also be accessed by several hiking trails. Within the Stehekin Valley, the project area may be reached within 1/4 miles on roads suitable for hauling heavy equipment. The winter turn-around is located at the Stehekin Valley Ranch. Lodging and meal services are limited in Stehekin and may only be available during the busy tourist season, June to September, and on a limited basis the remaining part of the year.

Information about Stehekin (including maps, ferry service, and lodging) is available at www.stehekin.com and www.nps.gov/noca/planyourvisit/stehekin.htm.

Contractors are advised that barges run infrequently and, if needed, it is recommended that Contractors verify scheduled runs and costs, or cost of charter runs, with the barge companies before submitting a quote. Some tools and materials may be sent on the passenger ferry runs, however some restrictions apply. Tom Courtney Tug & Barge Co. provides barge services between Chelan and Stehekin (509/682-2493).

http://www.nps.gov/noca/planyourvisit/stehekin.htm

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C.3. WINTER GROUND-BASED LOGGING:

C.3.1 WINTER HORSE AND TRACTOR REQUIREMENTS

Horse and mechanized skidding operations will occur only when winter conditions provide adequate protection for the soil resources. A snow pack, or a combination of snow pack and frozen ground sufficient to prevent compaction and displacement of the soil, must be present.

Indicators of insufficient protection include rutting, mixing of soil and snow, or visible displacement of the soil.

C.3.2 GUIDELINES FOR SNOW PACK PROTECTION OF SOIL

The undisturbed snow pack depth should be greater than 20 inches deep, although with light powdery snow greater depth may be necessary. Overnight temperatures should generally be less than 25 degrees Fahrenheit and daytime temperatures should generally not exceed 35 degrees Fahrenheit. Frozen ground may be used to complement the effects of a snow pack when the snow pack alone does not provide sufficient protection. With minimal snow (12 to 16 inches) the depth of frost should be at least 6 inches in the soil and daytime temperatures should be cold enough to maintain or deepen the frozen condition of traveled trails. With a deeper snow pack (16 to 20 inches) the depth of the frost can be less as long as the indicators of insufficient protection do not show a problem.

Example of winter skidding scenario:

Factors Condition

Snow pack 12 inches of medium to heavy snow Weather No snow in the immediate forecast.

Temperatures are in the 20’s F.

day and in the mid-teens at night

Ground/Soils The ground is frozen to a depth of 8 inches.

Monitoring The Contracting Officer’s Representative (COR) measures all of the factors that contribute to the prevention of soil compaction and disturbance. S/he monitors these factors during the operation and looks for indicators of insufficient soil protection. Regular documentation occurs to show the status of these factors over time during the operation.

Decision and Justification The COR informs the contractor that s/he may begin operation, but that they are relying heavily upon the combination of frozen ground and slash mat to continue operation. Factors that could change and require a suspension of operations include warming temperatures, the gradual thawing of the ground or less slash than anticipated.

C.4. DETAILED PROJECT SPECIFICATIONS:

C.4.1 SPECIFIC CONTRACTOR TASKS

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PHASE 1, TREE FELLING

1. Designated trees on 20 acres of the FFRA are to be cut and felled. The boundaries of the treatment area are marked with orange flagging. Trees designated for cutting have been marked by the NPS with blue paint above and below the stump height.

2. Contractor shall furnish trained fallers, chainsaws and related felling supplies, protective equipment for the sawyers, fuel, and supervision.

3. Contractor shall be responsible for contacting utility companies prior to beginning any operations that could damage adjacent power lines, and shall comply with their requirements.

4. No undesignated trees shall be cut without prior approval of the NPS Contracting Officer’s Representative (COR). The COR will indicate that a tree has been approved for removal by marking it above and below the stump height with blue paint.

5. Other trees, as indicated below, may be required to be cut when notice is given by the NPS

Contracting Officer:

a. Trees damaged by Contractors operations; and

b. Dead trees or unstable trees that might fall into a roadway, work area, or right of way.

Additional trees to be cut, if any, will be designated by marking above and below the stump height with blue paint.

6. Contractor can leave a maximum tree stump of 20 inches above the ground level during the winter snow operations.

7. The designated trees shall be completely severed from their stumps.

8. All trees designated to be cut shall be directionally felled away from the historic water line, roads, utility rights-of-way (power lines, hydro-pipes), established trails, fence lines, improvements, riparian zones and reserve trees. If trees can not be directionally felled away from roads, contractor will provide traffic control until hazard is mitigated.

9. Reserve trees are trees that have not been designated for cutting. If the Contractor damages reserve trees, a penalty will be assessed. (refer to C.4.D.)

10. The trees designated for cutting shall be felled so that the tops land within the contract boundary.

11. All felled trees shall have limbs and tops severed from the bole at the felling site.

12. All slash shall be lopped and scattered so that no portion of the slash is higher than 12 inches above the ground. All slash shall be at least 5 feet inside the treatment area boundary.

13. All lopped slash shall not be placed closer than 5 feet from the bole of any live Douglas-fir greater than 20" diameter at breast height (DBH) or within 10 feet from the bole of any live ponderosa pine greater than 6" DBH.

14. The Contractor shall immediately inform the COR of any tree designated for cutting that, in the opinion of the Contractor, cannot be felled without causing damage to adjacent trees. The COR, at their own discretion, may waive Contractor’s liability for damage.

15. If conditions are favorable, contractor can “flush-cut” stumps at any time during the contract. “Flush –cut” stumps are cut below the lowest live limb and not more than 3 inches above the ground level. Stump heights shall be measured on the uphill side of the stump. The cut stumps 12 inches or greater in diameter shall be left near the cut site. The COR will check stumps for blue paint to verify that the tree(s) were designated for removal.

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PHASE 2, SKIDDING

1. Horse or mechanical skidding techniques shall be used to remove the tree boles or logs from the location where they were initially cut to temporary landings along the road or in or adjacent to the gravel pit. This shall occur when the snow pack and/or slash mat provide sufficient protection for the soils.

2. Contractor shall furnish a team of horses and sled, or heavy machinery for skidding logs to the temporary landing;

PHASE 3, PLOWING

1. Contractor will plow the access route / haul route from Company Creek Road to the project area.

2. Contractor will plow the primary deck area.

2. Contractor will furnish equipment to plow snow.

PHASE 4, FLUSH-CUTTING STUMPS, HAULING LOGS, AND MAINTAINING THE

DECK

1. Logs shall be hauled by truck (tractor and trailer) from the temporary landing to the primary deck area.

2. Logs shall be moved by ground-based equipment such as front-end loaders and dump trucks or selfloading log trucks provided by the Contractor.

3. All logs shall be bucked into approximately 16 foot or shorter lengths.

4. Logs at the primary deck site shall be stacked into log decks at least 6 feet high but no more than 8 feet high.

5. Decks within the primary deck area shall be constructed so that material is parallel.

6. Decks shall be no more than 20’ wide.

7. Decks shall be not less than 3’ apart or more than 6’ apart.

8. Decks shall be compact and free from rocks, dirt and snow.

9. Decks at the temporary landing and primary deck area shall be placed no closer than 5 feet from live trees.

10. All decks at the primary deck site shall be supported by a minimum of two sill logs placed perpendicular to the decks.

11. Slash and log debris shall be removed from the temporary landing at the completion of the project and scattered in the treatment area in a manner consistent with the requirements of Tree Felling (outlined above), or piled at the direction of the COR.

12. If not already completed, Contractor shall return to the work site in the spring when the ground is free of snow and “flush-cut” the tree stumps, cutting them below the lowest live limb and not more than 3 inches above the ground level. Stump heights shall be measured on the uphill side of the stump. The cut stumps 12 inches or greater in diameter shall be left near the cut site. The COR will check stumps for blue paint to verify that the tree(s) were designated for removal.

13. Contractor may not utilize Company Creek Road as a haul route during periods of time when the road bed is not firm. A firm road bed is frozen or dry.

14. Contractor will coordinate with COR prior to stacking logs into decks to ensure deck location is approved.

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C.4.2. DEFINITION OF TECHNICAL SPECIFICATION TERMS

A. Felling – Cutting a tree, completely severing it from its stump so that it lands on the ground.

B. Flush cutting – The remaining tree stump is no more than 3 inch above ground when the contract is complete. Remove back-cut so stump is flush.

C. Crown – The portion of a conifer tree that has green needled branches.

D. DBH (Diameter at Breast Height) – Diameter of a tree trunk measured at a point 4 ½ feet above the ground level on the uphill side of the tree.

E. Log Dump – Area in the vicinity of the Primary Deck where logs are initially “dumped” prior to stacking them in the Primary Deck Site. Log Dump may be any cleared space that the contractor can utilize to initiate stacking logs in the Primary Deck Site

F. Lopping – The removal of limbs and branches from trees and hardwood brush that have been felled.

G. PIPO – Ponderosa Pine, Pinus Ponderosa H. Primary Deck Site – An area designated by the COR in the NPS maintenance yard.

I. PSME – Douglas fir, Pseudotsuga menziesii J. Reserve Tree - A tree that has not been designated for cutting.

K. Sill Log – logs that are perpendicular to the deck, that support the deck. Sill logs keep the logs in the deck from being in contact with the ground. Sill logs should be spaced far enough apart to keep the deck stable.

L. Slash – The vegetative material from felled trees including tops, limbs, and wood chunks that result from the thinning activity.

M. Temporary Landing – an area near the work site where logs/wood can be stacked on the ground until they are hauled to the Primary Deck in the NPS maintenance area.

N. Thinning – The removal of excess trees from a forest stand in order to accelerate growth on selected residual trees by reducing the competition for soil moisture, nutrients and sunlight.

O. Tree Height – Actual height of tree P. 6” top – Height of trees to 6 – inch diameter top.

C.4.3. PROTECTION OF NPS RESOURCES

A. AIR, SOIL, AND WATER

1. Tractors and trucks may operate only on roads and on the landing and deck sites.

Undesignated equipment shall not be permitted to operate in the treatment area. No equipment shall be permitted to operate across meadows, stream channels, or other non-work areas. Equipment utilized as skidders are allowed in treatment area.

2. If any soil berms are created on or around temporary landing, they shall be leveled and redistributed evenly over the landing site following completion of hauling operations.

3. All refueling, maintenance, and repairs of heavy equipment shall be done at the NPS maintenance area or other areas approved by the COR. An OSHA spill kit is required. All oil, hydraulic fluids, etc., shall be transported to state approved disposal sites. In no case shall such materials be disposed of on National Park Service land.

B. AVOIDANCE OF NOXIOUS WEEDS

1. To prevent the introduction of the seeds from noxious weeds into Stehekin Valley or onto NPS land, the Contractor shall wash all mechanized equipment thoroughly top to bottom before

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P a g e 7 | 9 transport via barge. This includes the removal of all soil, seeds, vegetative matter or other debris that could contain or hold seeds. Diffuse or spotted knapweed, cheat grass and rush skeletonweed are the primary noxious weeds of concern.

a. The Contractor shall employ whatever cleaning methods are necessary to ensure compliance with the terms of this provision, and shall notify the NPS prior to moving each piece of mechanized equipment into Stehekin Valley. Cleaning of equipment shall not occur on NPS land. Notification will include identifying the location of the equipment’s most recent operation. The NPS will inspect each piece of equipment prior to its being placed into service. If a piece of equipment fails the inspection, the Contractor will be responsible to perform whatever methods are necessary to pass upon re-inspection and will bear all costs.

b. The Contractor shall certify in writing, compliance with the terms of this clause prior to placement on a barge for arrival in Stehekin Valley. For the purposes of this provision, “equipment” means all ground-based contract machinery, including log trucks, chip vans, pickup trucks, cars or other vehicles used to transport personnel.

2. Horse feed shall be certified weed-free or originate in Stehekin Valley in a field free of noxious weeds. The horses will be maintained and corralled off-site when not being used in the operation.

3. Location of available horse facilities may be obtained by calling the Golden West Visitor Center in Stehekin at 509-699-2080.

C. RESERVE TREES

1. Contractor shall be required to exercise care in falling of trees, placement of decks and piles, and movement of slash or logs in order to protect reserve trees.

2. A damaged reserve tree will be considered as:

a. A reserve tree that has been pushed over or uprooted by equipment felled trees or by slash material that causes the reserve tree to lean more than 10 degrees from the vertical.

b. A reserve tree that has been girdled so that the bark is removed and wood is exposed on ¼ or more of the circumference of the bole.

c. A reserve tree has a broken top as a result of the Contractor’s operations.

d. A reserve tree with lateral root damage; with roots either cut or exposed.

3. Contractor's Liability for damaged trees:

a. Reserve trees that are considered damaged and are subsequently marked by the

Contracting Officer Technical Representative shall be cut and decked by the Contractor.

b. The Contractor shall be liable to the Government for costs and damages incurred as a result of damaged trees resulting from the Contractor’s operations, except as otherwise stated in the specifications.

c. Any reserve tree that is cut in error shall be charged to the Contractor.

d. Damages for cut-in-error and damaged trees will be charged to the Contractor at the following rate(s):

1. Ponderosa Pine Trees 48” tall to 11.9” DBH: $400

2. Ponderosa Pine Trees 12” DBH and over: $600

3. Tree species other than Ponderosa Pine: 48” tall to 11.9” DBH: $150

4. Tree species other than Ponderosa Pine: 12” DBH and over: $300

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D. SAFETY

1. A Safety Plan or Accident Prevention Program is necessary because this work is hazardous. It needs to identify safety concerns and/or potential hazards along with corresponding safety measures such as personal protective equipment and special procedures. The plan must be submitted to and approved by the COR prior to issuance of a Notice to Proceed.

2. The Contractor and Government will report all accidents in accordance with OSHA and Worker’s Compensations Act.

3. All work will be regulated by the Industrial Fire Precaution Levels. The Contractor is responsible for adhering to this Washington Department of Natural Resources (WDNR) standard and for providing adequate fire protection and prevention measures. (For specific information, contact WDNR-Southeast at 1-800-562-6010.)

4. Temporary road closures may be necessary.

5. The COR or designated inspector will have a portable radio at all times for contact with NPS offices and personnel. The Contractor or their project supervisor must also have a radio on site at all times for emergencies involving employee injuries and the need for evacuation and medical services. They will be given permission to use the NPS radio frequencies for this purpose only.

E. STRUCTURES AND IMPROVEMENTS

1. All roads and spurs damaged by the Contractor’s operations shall be returned to the same condition as they were at the time of starting work. This may include, but is not limited to, blading of road(s), installation of water bars and removing slash from trails as directed by the Contracting Officer.

2. The Contractor shall be held liable and are responsible for any damages caused by their personnel and equipment to any existing structures or other improvements. Repairs to these structures and improvements shall be at the Contractor’s expense and shall be accomplished in a timely manner. The Government shall not incur any additional expenses.

F. SPECIAL RESOURCES

If any cultural or archaeological sites or any threatened or endangered plant species are discovered during operation of this contract, work shall be suspended in the immediate vicinity of the site. This work suspension shall remain in effect until the Government completes a reconnaissance survey. The NPS may unilaterally modify or cancel this contract to protect an area regardless of when discovered or identified.

C.5. DELIVERABLES AND REPORTS:

These items must be received and approved by the COR prior to issuance of a Notice to Proceed.

1. Certification that the equipment has been cleaned and inspected for noxious weed protection.

2. Certification that the tractor and truck operator have the required licenses.

3. All required permits, insurance, and payment protections.

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C.6. PERFORMANCE DATES:

C.6.1

A. PRE-WORK CONFERENCE

A pre-work conference will be held at a place and time mutually convenient for the contractor and government.

B. PERIOD OF PERFORMANCE

1. Phase 1: A Notice To Proceed with tree limbing and felling will be issued when the winter snow and soil conditions meet the prescription to minimize soil disturbance, as described above. Work shall begin within 5 working days of receipt of the Notice To Proceed and shall be completed within 60 working days, unless weather or soil conditions halt operations.

2. Phase 2: A Notice To Proceed with tree skidding, hauling logs and maintaining decks will be issued when the winter snow pack and frozen ground conditions provide sufficient soil protection, as described above. Work shall begin within one week of receipt of the Notice To Proceed, unless snow pack, weather, and soil conditions become less favorable. All work shall be completed within 60 working days, unless weather or soil conditions halt operations.

3. Phase 3: A Notice To Proceed with plowing will be issued at the conclusion of the pre-work meeting or anytime thereafter when the contractor determines it is the best time to ensure contract complettion. The contractor will determine when and how often plowing is required to complete the contract.

4. Phase 4: A Notice To Proceed with hauling logs and maintaining the deck, will be issued as soon as snow conditions and contractor timelines allow. All work, including final cleanup of work areas, shall be completed no later than May 29, 2024.

5. The NPS represents that at the time of issuance of a Notice To Proceed all conditions necessary for successful operations exist for that day and in the foreseeable future. However, Contractors shall make their own assessment of conditions prior to the start of any mobilization of equipment and personnel to the treatment area in the Stehekin Valley.

Enclosures:

A: Tree List Table B: Plow Route Company Creek Road C: Company Creek Waterline Map

Enclosure A : FY23 Company Creek Tree List

Total 6" Tree DBH Height* Cords* Count (Inches) (Feet) (wood>6")

North End 1 9 45 0.35 2 9 51 0.40 3 9.3 36 0.28 4 9.7 51 0.40 5 10 45 0.35 6 10.4 45 0.35 7 10.5 68 0.53 8 10.5 51 0.40 9 11 51 0.40

10 11 48 0.38 11 11 45 0.35 12 11.2 63 0.49 13 11.6 48 0.38 14 11.7 57 0.45 15 11.8 48 0.38 16 11.8 51 0.40 17 12 48 0.38 18 12.2 84 0.66 19 12.4 69 0.54 20 12.4 66 0.52 21 12.5 72 0.56 22 12.7 72 0.56 23 12.8 54 0.42 24 12.8 63 0.49 25 12.9 60 0.47 26 12.9 54 0.42 27 13 69 0.54 28 13.2 57 0.45 29 13.5 69 0.54 30 13.6 54 0.42 31 13.7 66 0.52 32 13.8 81 0.63 33 14.1 66 0.52 34 14.2 60 0.47 35 14.2 72 0.56 36 14.3 57 0.45 37 14.4 75 0.59 38 14.4 72 0.56 39 14.5 79 0.62 40 14.7 69 0.54

*Estimated

Total 6" DBH Height* Cords* Tree Count (Inches) (Feet) (wood>6")

North End 41 15 51 0.40 42 15.5 60 0.47 43 16 69 0.54 44 16 81 0.63 45 16.2 84 0.66 46 16.2 81 0.63 47 16.3 78 0.61 48 16.4 75 0.59 49 16.5 90 0.70 50 16.7 96 0.75 51 17.4 66 0.52 52 17.6 84 0.66 53 17.7 63 0.49 54 18 69 0.54 55 18.1 69 0.54 56 18.2 78 0.61 57 18.8 64 0.50 58 18.9 84 0.66 59 19 84 0.66 60 19.1 75 0.59 61 19.5 69 0.54 62 19.8 66 0.52 63 21.3 96 0.75 64 21.5 78 0.61 65 21.9 96 0.75

Total number of trees in North End 65 Total number of cords in North End 33.57

Enclosure A : FY23 Company Creek Tree List

Total DBH Height* Cords* Tree Count (Inches) (Feet) (wood>6")

Near Gravel Pit 66 11.4 66 0.52 67 12.2 81 0.63 68 12.3 69 0.54 69 12.3 60 0.47 70 13 81 0.63 71 13.1 76 0.59 72 13.5 65 0.51 73 13.8 75 0.59 74 13.9 75 0.59 75 14.3 85 0.66 76 16 75 0.59 77 16.5 93 0.73 78 18 81 0.63 79 19.2 84 0.66 80 20.8 93 0.73

Total number of trees near Gravel Pit 15 Total number of cords near Gravel Pit 9.05

*Estimated

Company Creek Overstory Removal II

Plow Routes and Plow Decking Area kkopper 3/24/2019: V:\\inpnocamm\Stehekin Project Maps\CompanyCrkOSrmvl_topo.jpg

Company Creek Overstory Removal Project Boundary water line Ü