Statement of Work Superior NF Road Grading R1.pdf

SUPERIOR NATIONAL FOREST

Roadway Grading

PROJECT STATEMENT OF WORK (SOW)

Project Superior National Forest Road Grading

General Information

1.0 Scope of Work

Provide roadway grading for crushed aggregate roadways on the Superior National Forest. On the East Zone of the forest, this includes approximately 388 miles of single-lane, 489 miles of double-lane, and 9 miles of recreation roadways for an approximate total of 886 miles. On the West Zone, this includes approximately 295 miles of single-lane, and 398 miles of double lane for an approximate total of 693 miles. Grading mileage on each zone may vary annually based on operational needs or funding.

2.0 Background

Roadway grading, also known as blading, involves the reshaping and smoothing of the roadway with a motor-grader to restore a proper surface crown or cross slope; removal of corrugations and potholes; and restoration of a shoulder area that slopes directly away from the edge of the driving surface towards the ditch. Roadway grading is the primary form of routine roadway maintenance on the Superior National Forest. The goal of roadway grading is to maintain a standard of safety and comfort for motorists by ensuring a smooth traveling surface, and proper roadway drainage. Consistent, quality roadway grading enhances the sustainability of the Superior National Forest’s road system by reducing the likelihood of failure and decreasing the cost and frequency of major maintenance and reconstruction.

Contractor Requirements

3.0 Technical Requirements / Tasks

The contractor must perform the road grading requirement as specified in the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), and the Forest Service Supplemental Specifications (FSSS) to the FP-14. The project-specific FSSS is an attachment included with this SOW. The FP-14 is available from the Federal Highway Administration website: FP-14 | FHWA

4.0 Milestones / Schedule

The roadway grading worklist is attached to this SOW and provides a detailed list of mileage for each round of grading.

The East Zone and West Zone have different milestone schedules, both of which are shown below

To meet grading requirements, work must occur when the roadway has a sufficient moisture content. If the roadway material is too wet or too dry, results are unlikely to be satisfactory. Because proper roadway grading is dependent on weather conditions, the following milestone schedule is a guideline and may be adjusted due to weather and road conditions, and available budget.

East Zone Grading - Key Milestones Item No. Milestone Due

1 Grading Round 1 June 22nd 2 Grading Round 2 July 30th 3 Grading Round 3 September 7th 4 Grading Round 4 October 15th

West Zone Grading - Key Milestones Item No. Milestone Due

1 Grading Round 1 June 22nd 2 Grading Round 2 July 30th 3 Grading Round 3 September 7th 4 Grading Round 4 October 15th 5 Grading Round 5 November 1st https://highways.dot.gov/federal-lands/specs/fp-14

SUPERIOR NATIONAL FOREST

ROADWAY GRADING

FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS) TO THE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL

HIGHWAY PROJECTS FP-14

Table of Contents

Contents Table of Contents

Preface

101 - Terms, Format, and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

104 - Control of Work

104.06 Use of Roads by Contractor

107 - Legal Relations and Responsibility to the Public

109 - Measurement and Payment

109 Deletions

109.02 Measurement Terms and Definitions

212 – Road Grading

Preface

Preface_wo_03_15_2004_m

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

101 - Terms, Format, and Definitions

101.00_nat_us_07_25_2005

101.01_nat_us_01_22_2009

101.01 Meaning of Terms

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03_nat_us_06_16_2006

101.03 Abbreviations.

Add the following to (a) Acronyms:

AFPA

MSHA

NIST

NESC

WCLIB

American Forest and Paper Association Mine Safety and Health Administration National Institute of Standards and Technology National Electrical Safety Code West Coast Lumber Inspection Bureau

Add the following to (b) SI symbols:

mp Milepost ppm Part Per Million

101.04_nat_us_03_29_2007

101.04 Definitions.

Delete the following definitions and substitute the following:

Bid Schedule--The Schedule of Items.

Bridge--No definition.

Contractor--The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “purchaser”.

Culvert--No definition.

Right-of-Way--A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Add the following:

Adjustment in Contract Price--“Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change--“Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Design Quantity--“Design quantity” is a Forest Service method of measurement from the FS-96 Forest Service Specifications for the Construction of Roads and Bridges. Under these FP specifications this term is replaced by the term “Contract Quantities”.

Forest Service--The United States of America, acting through the Forest Service, U.S.

Department of Agriculture.

Neat Line--A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road--Temporary construction access built along the route of the project.

Purchaser--The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse--A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order--An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Schedule of Items--A schedule in the contract that contains a listing and description of construction items, quantities, units of measure, unit price, and amount.

Utilization Standards--The minimum size and percent soundness of trees described in the specifications to determine merchantable timber.

104 - Control of Work

104.06 Use of Roads by Contractor

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

107 - Legal Relations and Responsibility to the Public

Design and locate equipment repair shops, stationary refueling sites, or other facilities to minimize the potential and impacts of hazardous material spills on Government land.

Before beginning any work, submit a Hazardous Spill Plan. List actions to be taken in the event of a spill. Incorporate preventive measures to be taken, such as the location of mobile refueling facilities, storage and handling of hazardous materials, and similar information. Immediately notify the CO of all hazardous material spills. Provide a written narrative report form no later than 24 hours after the initial report and include the following:

Description of the item spilled (including identity, quantity, manifest number, and other identifying information).

Whether amount spilled is EPA or state reportable, and if so whether it was reported, and to whom.

Exact time and location of spill including a description of the area involved.

Containment procedures.

Summary of any communications the Contractor had with news media, Federal, state and local regulatory agencies and officials, or Forest Service officials.

Description of clean-up procedures employed or to be employed at the site including final disposition and disposal location of spill residue.

When available provide copies of all spill related clean up and closure documentation and correspondence from regulatory agencies.

The Contractor is solely responsible for all spills or leaks that occur during the performance of this contract. Clean up spills or leaks to the satisfaction of the CO and in a manner that complies with Federal, state, and local laws and regulations.

109 - Measurement and Payment

109.00_nat_us_02_17_2005

109 Deletions

Delete the following entire subsections:

109.06 Pricing of Adjustments.

109.07 Eliminated Work.

109.08 Progress Payments.

109.09 Final Payment.

109.02_nat_us_06_16_2006

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Add the following:

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

212 – Road Grading

Description

212.01 The Contractor shall furnish all equipment, labor, materials, transportation, supervision and incidentals necessary to perform road grading (blading) on designated forest roads on the Superior National Forest.

212.02 Road Grading. Work shall be done by pulling the road surface material from both shoulders of the road to the center and straight blading the windrow down the center of the road.

Entire road width is to be bladed including turnouts and intersection fillets. The depth of normal blading cuts shall be deep enough to remove potholes and washboards. Approximate length of windrow shall be between 1 and 3 miles depending on moisture conditions in road surface material. Roads bladed by this method should be relatively free of loose stones over 3 inches in diameter and have a minimal amount of sod encroachment from the shoulders. Any sod shall be cut and bladed onto the roadway and broken up. If excessive sod encroachment exists, sod shall be cut and bladed onto the roadway progressively in 3 successive monthly bladings. In no case will it be permissible to leave accumulations of oversize rock or large chunks of sod in the roadway.

The bladed road shall conform to a uniform cross-section including adequate crown and curve superelevation as indicated by present road contour or as directed by the C.O.R. Crown shall be removed from all intersections with the transition beginning and ending 100ft. before and after the centerline of each intersection. Grader speed shall be maintained to prevent wash boarding of roadway surface.

Roads shall be crowned at a slope to promote proper drainage of water from road surface.

Blading shall include draining surface water directly into the side ditches at the shoulder without interruption by false ditches formed by accumulations of excess surfacing material or sod. All surfacing material shall be conserved by blending into the road. Blading of oversized rock and sod off the road will be permitted only at locations approved in advance by the COR.

Blading will proceed in a logical continuous pattern. Grading shall not proceed when road conditions do not warrant it, such as extremely wet or dry weather or when the road, in the judgement of the COR, does not need grading.

212.04 Time Frame. The contractor shall be required to (a) commence work under this contract after meeting with the Contracting Officer Representative after a pre-work meeting, (b) proceed to work diligently, and (c) complete all work per listed milestone dates.

Refer to the work list for roads to be graded during these rounds. The work list is a guideline and may be adjusted, in coordination with the Contracting Officer Representative, due to weather/road conditions and available budget.

Additional grading may be requested outside of designated rounds. In such cases the timelines will be agreed upon between the COR and contractor at the time of task order issuance.

The typical work period is limited to 7:00A.M. to 7:00P.M. Monday thru Friday. No work will be allowed on weekends or holidays without approval from the COR.

212.05 Safety. The machine operator and any helpers shall comply with all State and local safety requirements. The grader shall be equipped with an operating flashing amber light on top of the cab, a minimum of one rearview mirror adjustable from inside the cab, backup alarm, “Slow Moving Vehicle” sign and high visibility flags attached to both ends of the mold board. If operation will occur during hours when vehicle lighting is required, the grader shall have a fully operational lighting system.

The contractor shall be responsible for placement and maintenance of traffic warning signs when necessary. The need for warning signage will be roadway specific as determined by the COR.

Warning signage shall be agreed upon by the COR and Contractor during the pre-work meeting.

The COR reserves the authority to require additional warning signage as needed based on field conditions. Warning signage shall be visible to all traffic approaching the active work area. They shall be moved as work progresses so that at all times there is an adequate warning of the road machinery ahead. All signing shall meet Manual on Uniform Traffic Control Devices (MUTCD) requirements.

Work shall be planned so each road or section of road is completed at the end of the work day and neither berms nor loose materials shall be left on the roadway overnight. In the event of an emergency, unsafe sections of road shall be signed, lighted, and barricades erected if necessary for safe travel.

On narrow roads, the operator shall stop to allow oncoming traffic to pass. The operator shall stop in all cases where oncoming traffic does not have at least 10 ft. good driving surface free of loose gravel beyond extended grader blade.

The contractor shall be responsible for all damage to property and to persons that occur as a result of the contractor or the contractor's agent's or employee's fault or negligence and shall take adequate precautions to prevent such damage.

212.09 Measurement. Linear measurements will be horizontal along the road centerline regardless of the amount of work required. Measure the Section 230 items listed in the bid schedule according to Subsection 109.02.

212.10 Payment. The accepted quantities, measured as provided in Subsection 109.02 and above, will be paid at the contract price per unit of measurement for the Section 230 pay item listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05. The contractor shall, without expense to the government, transport his equipment and operator to, from and between all work areas.

See work list for roads and mileages for each round. Maps will be provided at the pre-work meeting as needed. Quantities will be the number of miles and fractions thereof along the road centerline, regardless of the amount of work required.

Round 1 Round 2 Round 3 Round 4 June 22nd

July 30th September 7th October

15th 140 Mink Lake 7.5 D 7.5 7.5 7.5 22.5 146 East Bearskin 1.0 D 1.0 1.0 1.0 3.0 MP 0.0 to 1.0 double lane MP 1.0 to 2.8 single lane 146 East Bearskin 1.8 S 1.8 1.8 1.8 5.4 MP 0.0 to 1.0 double lane MP 1.0 to 2.8 single lane 142 East Bearskin CG and BA 1.3 R 1.3 1.3 152 Twin Lakes 9.8 S 9.8 9.8 9.8 29.4 154 Pine Mountain 10.0 S 10.0 10.0 10.0 30.0 157 Pike Lake 3.8 S 3.8 3.8 3.8 11.4 158 Bally Creek 0.7 D 0.7 0.7 0.7 0.7 2.8 MP 0.0 to 0.7 double lane, MP 0.7 to 11.5 single lane 158 Bally Creek 10.8 S 10.8 10.8 10.8 10.8 43.2 MP 0.0 to 0.7 double lane, MP 0.7 to 11.5 single lane 170 Two Island Grade 8.4 D 8.4 8.4 8.4 8.4 33.6 Road has Calcium Chloride. Must do when moist.

309 Greenwood 8.7 D 8.7 8.7 8.7 26.1 313 Shoe Lake 16.7 D 16.7 16.7 16.7 50.1 315 Bow Lake 5.8 S 0.8 0.8 1.6 MP 0.0 to 0.8 - to Little Ollie Road 323 Ball Club 3.6 S 3.6 3.6 3.6 3.6 14.4 325 South Brule 6.0 S 6.0 6.0 6.0 18.0 1612 Devil Track CG and BA 0.8 R 0.8 0.8 143 Flour Lake CG and BA 1.1 R 1.1 1.1 332 Mistletoe 2.5 S 2.5 2.5 2.5 2.5 9.8 561 Poplar Lake B.A. 0.9 S 0.9 0.9 Up the Gunflint Trail 1365 Pit Lake 1.2 S 1.2 1.2 1495 Round Lake 0.8 S 0.8 0.8 Up the Gunflint Trail 1416 Loon Lake Boat Landing 0.4 R 0.4 0.4 Up the Gunflint Trail 1392 Kimball Lake CG and BA 0.5 R 0.5 0.5 Off FR 140 1430 Two Island CG and BA 1.0 R 1.0 1.0 Off CC27 near Eastern end of Two Island Grade.

150 Iron Lake CG and BA 0.4 R 0.4 0.4 Up the Gunflint Trail

S 49.1 51.2 16.9 49.1 166.1 D 43.0 43.0 9.1 43.0 138.1 R 0.0 5.5 0.0 0.0 5.5

Total 92.1 99.7 26.0 92.1 309.7

Round 1 Round 2 Round 3 Round 4

June 22nd

July 30th September 7th October

15th

170 Fourmile Grade 12.5 D 12.5 12.5 12.5 12.5 50.0 170 Marsh Lake Grade 15.0 D 15.0 15.0 15.0 45.0 326 Brule Lake 5.9 D 5.9 5.9 5.9 17.7 336 Onion River 2.1 D 2.1 2.1 2.1 6.3 340 Clara Lake 4.7 D 4.7 4.7 4.7 4.7 18.8 342 Two Island River 5.0 D 5.0 5.0 5.0 15.0 343 Temperance River 5.2 D 5.2 5.2 5.2 5.2 20.8 346 Richey Lake 5.8 D 5.8 5.8 5.8 17.4 172 Wanless Trail 12.9 D 12.9 12.9 12.9 38.7 369 Trappers Lake 17.2 D 17.2 17.2 17.2 17.2 68.8 373 Norwest 5.4 D 5.4 5.4 5.4 16.2 377 Tomahawk 18.0 D 18.0 18.0 36.0 164 Honeymoon Trail 9.8 S 9.8 9.8 9.8 29.4 166 Cross River (600) 10.4 S 10.4 10.4 10.4 10.4 41.6 332 Mistletoe 4.1 S 4.1 4.1 4.1 4.1 16.4 336 Onion River(Upper) 3.5 S 3.5 3.5 337 Barker Lake 3.2 S 3.2 3.2 6.4 340 Clara Lake 6.4 S 6.4 6.4 6.4 6.4 25.6

340D Clara D (Tait Lk.) 1.9 S 1.9 1.9 3.8 348 Whitefish Lake 5.0 S 5.0 5.0 5.0 15.0 354 Kawishiwi Lake 4.5 S 4.5 4.5 9.0 355 Wilson Lake 1.1 S 1.1 1.1 2.2 1261 White Pine Lk.B.A. 0.3 R 0.3 0.3 1410 Ward Lake 2.5 S 2.5 2.5 2.5 7.5 1412 Deeryard Lake Acc. 0.8 S 0.8 0.8 0.8 2.4 176 Arrowhead Creek 2.9 S 2.9 2.9 5.8 358 Hoist Lake 4.8 S 4.8 4.8 9.6 359 Shoepack Lake 6.7 S 6.7 6.7 13.4 362 Manitou 3.2 S 3.2 3.2 6.4 379 Mesabi Grade 5.7 S 5.7 5.7 5.7 17.1 380 DM&IR Grade 2.2 S 2.2 2.2 2.2 6.6 1274 Crescent Lake CG and BA 1.5 R 1.5 1.5 Off the Marsh Lake Grade 921 Silver Island Lk.BA 1.6 R 1.6 1.6 Off Trappers Lake Road

S 68.7 46.9 30.9 75.2 221.7 D 95.9 91.7 53.4 109.7 350.7 R 3.4 0.0 0.0 0.0 3.4

Total 168.0 138.6 84.3 184.9 575.8

Gunflint Ranger District Key: S = Single Lane, D = Double Lane, R = Recreation Road

Road Number Road Name Total Mi. Width Total Comments

Summary

Summary

Tofte Ranger District Key: S = Single Lane, D = Double Lane, R = Recreation Road

Road Number Road Name Total Mi. Width Total Comments

Round 1 Round 2 Round 3 Round 4 Round 5

June 22nd July 30th September 7th October 15th November 1st

131 Summer Home West 0.3 S 0.30 0.30 0.30 0.30 1.20 181 Spruce Road 1.0 D 1.00 1.00 1.00 1.00 4.00

181K Gabbro Lake Access 0.7 D 0.70 0.70 0.70 0.70 2.80 183 S. Kaw. CG 1.0 S 1.00 1.00 2.00 186 S. Kaw. Summer Home 1.0 S 1.00 1.00 1.00 1.00 4.00 383 Bandana Lake 4.0 S 4.00 4.00 8.00 951 Sand Lake BL 0.5 S 0.50 0.50 429 Little Lake 3.6 D 3.60 3.60 3.60 3.60 3.60 18.00 435 Birch Lake CG 2.2 D 1.20 1.20 1.20 1.20 1.20 6.00

435B Birch Lake CG North Loop 0.6 S 0.60 0.60 1.20 435BA Birch Lake CG Spur BA 0.1 S 0.10 0.10 0.20 435C Birch Lake CG South Loop 0.3 S 0.30 0.30 0.60 451 West Boundary 2.0 S 2.00 2.00 4.00 457 Mudro Lake Access 1.2 S 1.20 1.20 1.20 1.20 4.80 459 Grassy Creek 4.4 S 4.40 4.40 4.40 4.40 17.60 1036 Cloquet Line 3.5 S 3.50 3.50 7.00 1552 One Pine BL 0.3 D 0.30 0.30 1551 Johnson Lake BL 0.4 D 0.40 0.40 1541 Tofte Lake BL 0.2 D 0.20 0.20 1881 Nels Lake BL 0.8 S 0.80 0.80

1882A Fenske Lake BL 0.1 D 0.10 0.10 1882 Fenske Lake CG 0.7 S 0.70 0.70 1.40 112 Dunka River 3.9 D 3.90 3.90 3.90 3.90 15.60 1540 Ojibway BL 0.5 D 0.50 0.50 1037 Little Long Lake BL 0.2 D 0.20 0.20 1534 Farm Lake BL 0.3 D 0.30 0.30

S 20.4 6.9 19.1 6.9 0.0 53.3 D 12.4 10.4 10.4 10.4 4.8 48.4

Total 32.8 17.3 29.5 17.3 4.8 101.7

Round 1 Round 2 Round 3 Round 4 Round 5

June 22nd July 30th September 7th October 15th November 1st

199 Huntingshack 2.2 S 2.20 2.20 4.40 200 Hilda Creek 11.3 D 11.30 11.30 22.60 203 Elephant Lake 14.3 D 14.30 11.50 14.30 11.50 11.50 63.10 206 Moose River Access 1.3 S 1.30 1.30 1.30 1.30 5.20 360 Lk Jeanette CG 0.4 S 0.40 0.40 0.80 464 Moose Loop 7.4 S 7.40 7.40 14.80 467 Meander Lake 1.8 S 1.80 1.80 3.60 470 Jeanette Lake Boat Access 0.1 S 0.10 0.10 471 Nigh Creek 5.7 S 5.70 5.70 11.40 485 Vermillion Falls 0.4 S 0.40 0.40 0.40 0.40 0.40 2.00 491 Vermillion River 8.2 D 8.20 8.20 8.20 8.20 8.20 41.00 493 Long Lake Grade 4.9 S 4.90 4.90 4.90 14.70 487 Gold Mine (Taft) 2.6 S 2.60 2.60 5.20 608 Fawn Creek 3.8 S 3.80 3.80 7.60 609 Novak 2.8 S 2.80 2.80 5.60 611 Boise Cascade 4.8 D 4.80 4.80 9.60 612 Nine Mile 1.7 S 1.70 1.70 3.40 841 Echo Lake Camp Ground 1.3 D 1.30 0.90 1.30 0.90 4.40

841A Echo Lake Boat Landing 0.3 D 0.30 0.30 0.30 0.30 1.20 859 Johnson Lake 1.2 S 1.20 1.20 2.40 1006 Camp 97 2.8 S 2.80 2.80 5.60 1873 Sioux River Boat Landing 0.6 S 0.60 0.60 1.20

S 39.7 1.7 39.6 1.7 5.3 88.0 D 40.2 20.9 40.2 20.9 19.7 141.9

Total 79.9 22.6 79.8 22.6 25.0 229.9

Round 1 Round 2 Round 3 Round 4 Round 5

June 22nd July 30th September 7th October 15th November 1st

113 Headwaters 4.3 D 4.30 4.30 4.30 4.30 17.20 117 Partridge River 3.4 D 3.40 3.40 118 Camp 26 9.7 D 9.70 9.70 9.70 9.70 9.70 48.50 120 Skibo 1.8 D 1.80 1.80 3.60 120 Skibo 3.5 S 3.50 3.50 7.00 122 Langley 8.8 S 130 Mooseline 10.4 D 10.40 10.40 10.40 10.40 41.60 791 Mooseline Spur 3.2 S 3.20 3.20 1822 Koivisto 1.0 D 1.00 1.00 2.00 416 Otto Lake 5.3 D 5.30 5.30 10.60 418 Seven Beaver Lake 5.5 D 5.50 5.50 11.00 419 Hjalmer Lake 3.6 S 3.60 3.60 7.20 420 Cranberry Lake 3.4 S 3.40 3.40 425 Bundle Lake 0.5 D 0.50 0.50 0.50 0.50 2.00 425 Bundle Lake 3.2 S 3.20 3.20 6.40 778 Cadotte Lake 1.6 S 1.60 1.60 1.60 1.60 6.40

778A & 778B Cadotte Lake CG 0.3 S 0.30 0.30 0.60 780 Norway Point 0.7 S 0.70 0.70 1.40 795 Laird Creek 3.5 S 3.50 3.50 1114 Shiver Creek 1.1 S 1.10 1.10 785 Salo Lake Boat Launch 0.6 S 0.60 0.60 247 Big Rice Lake 1.0 D 1.00 1.00 2.00 272 Sturgeon River 3.0 S 3.00 3.00 6.00 273 Bates 3.2 S 3.20 3.20 6.40 274 Goddell 3.5 S 3.50 3.50 7.00 278 Dewey Lake 4.3 D 4.30 4.30 8.60 279 Shannon Lake 3.9 D 3.90 3.90 7.80 256 Hulm 11.4 S 11.40 11.40 11.40 11.40 11.40 57.00

256M Hulm Spur M 0.3 D 0.30 0.30 0.60 256MA Pfieffer Lake Campground 0.2 D 0.20 0.20 0.40

256MAA Pfieffer Lake Spur MAA 0.3 D 0.30 0.30 0.60 256MB Hulm Spur MB 0.1 D 0.10 0.10 0.20

744 Dark Lake Boat Access 0.2 S 0.20 0.20 S 46.0 13.0 34.0 13.0 11.4 117.4 D 52.0 24.9 48.6 24.9 9.7 160.1

Total 98.0 37.9 82.6 37.9 21.1 277.5

Summary

No grading for 2025 due to bridge being closed.

LAURENTIAN RANGER DISTRICT Key: S = Single Lane, D = Double Lane

Road Number Road Name Total Mi Width Total Comments

Campground Loop on 1st and 3rd round only

Summary

Comments

203 North of 491 on 1st and 3rd round only

Summary

LACROIX RANGER DISTRICT Key: S = Single Lane, D = Double Lane

Road Number Road Name Total Mi Width Road Total

KAWISHIWI RANGER DISTRICT Key: S = Single Lane, D = Double Lane

Road Number Road Name Total Mi Width Total Comments