Revised_Specifications_-_Ravine_Restoration_0001.pdf

Div. 1 V. 2021-10-18 Page | 1

APOSTLE ISLANDS NATIONAL LAKESHORE

WISCONSIN

Ravine Restoration

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

5/2022

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TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 - Division 01 Short Form General Requirements

ITEM 1 - DESCRIPTION OF WORK

ITEM 2 – PRODUCTS/MATERIALS

ITEM 3 - CONTRACTOR’S USE OF PREMISES

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

ITEM 5 - EXAMINATION OF THE SITE

ITEM 6 – ABBREVIATIONS

ITEM 7 - ACCIDENT PREVENTION

ITEM 8 - PRECONSTRUCTION CONFERENCE

ITEM 9 - SUBMITTALS

ITEM 10 – TEMPORARY SERVICES

ITEM 11 - PROJECT CLOSEOUT

Appendix A - Maps Appendix B - Photos

SECTION 01 10 00

DIVISION 1 SHORT FORM GENERAL REQUIREMENTS

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PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background: At the end of Ridge Road, within the park’s Mainland Unit, is an abandoned logging road. The location is approximately 3 miles from the park’s visitor center at Little Sand Bay. Culverts installed to channel streamflow under the road have since failed and are impacting the natural character and flow of these small streams, contributing to streambed scouring, increased erosion, and run-off into Lake Superior. The objective of this project is to restore streambanks at three locations along this old logging road on the Mainland Unit at the end of Ridge Road (T51N R4W, Section 6). This will require removal of the three failed culverts, reshaping the streambanks, removal of the logging roadbed, where needed, and restoration (see attached map and photos).

1.2 Work Covered by the Contract Documents:

A. Project Location:

Apostle Islands National Lakeshore, 415 Washington Ave, Bayfield, WI 54814. From the intersection of County K and Little Sand Bay Road (51 N, 4 W, Section 4) in Bayfield County travel north on Little Sand Bay Road 1 mile. Turn left on Ridge Road approximately 1.5 miles and park. Walk on the logging road to the following coordinates for ravines/culverts:

Ravine 3: 46.93197, -90.91302 Ravine 2: 46.93246, -90.91245 Ravine 1: 46.93291, -90.91214

B. Work consists of:

Removal of three failed culverts, reshaping the streambanks and removal of the logging roadbed, where needed, to restore the streambed and banks, and restoration (biodegradable erosion control matting/staking; and seeding (see attached map and photos).

Culverts are approximately 2 feet in diameter and 30 to 50 feet in length. The old logging road section between Culverts 1 and 2 will need to be cleared of downed trees to allow for access of an excavator. This equipment is needed to dig out culverts and reshape the streambanks. Less clearing will be needed between Culvert 2 and 3 because the work needed at Culvert 3 can be done by much smaller equipment. A temporary work pad along the logging road for the excavator will be needed to access Culvert 2.

Specifics by culvert location:

Culvert 3 - the culvert at this location is fairly exposed at the bottom of a steep ravine and there isn't a need for streambank restoration. This culvert will be removed through hand digging, cutting the pipe into manageable sections, and manual removal using a come-along or lifted with the assistance of small equipment.

Culvert's 1 and 2 - the old logging road/trail will be knocked down and enough soil removed to expose and remove the failed culvert. This will be followed by reshaping to restore the streambank and restoration and removal of logging roadbed, where needed. The final step will be restoration to include seeding with non-invasive annual rye grass and installation of coconut erosion control matting (biodegradable).

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Silt fencing will be used during and after the project to minimize erosion and run-off until the streambanks have been stabilized.

Specifics by work stage:

The work will occur in stages that sequence restoration from west to east, or Culvert 3, then 2, then 1 but access is from the east and this sequence should be followed:

1. Placement of a temporary support structure over Ravine #1 to allow dump trucks to follow in behind excavator, beginning removal work on Ravine #2.

2. Complete minimal grubbing along logging road to allow machinery access to Ravine 1.

Complete some clearing of young balsam fir along logging road to allow machinery access to Ravine #2.

3. Remove remnant culvert by hand from Ravine #3.

4. Excavate portion of logging road to create a “pad” from which the excavator could work from to remove fill and culvert in Ravine #2.

5. Remove Ravine #2 material. Complete reshaping of Ravine #2 and replace fill taken to create the pad.

6. Seed with annual ryegrass at a rate of 10 lbs/acre.

7. Place and stake coconut erosion control matting (biodegradable).

8. Move equipment to Ravine 1 and remove temporary support structure.

9. Repeat removal, re-sloping and revegetation process in Ravine 1 that occurred in Ravine

#2.

NOTE: Native material should be used to reshape bank. Old roadbed material should be removed. It can also be used to create temporary pad.

Mitigation measures include:

• Heavy equipment will be required to be cleaned prior to accessing the site to prevent exotic plant invasions and follow-up monitoring will occur.

• Erosion control silt fencing will be temporarily installed to minimize erosion and run-off.

• Equipment staging area will be designated and restored.

• Vegetation restoration will include seeding of a non-invasive annual rye and installation of coconut erosion control matting (biodegradable) for soil stabilization.

C. All work will be performed under a single contract.

Period of performance: Project work shall be completed 90 calendar days after issuance of Notice to Proceed (NTP).

ITEM 2 – PRODUCTS/MATERIALS

All product/materials contained in the below sections are subject to FAR Clause 52.211-6 Brand Name or Equal.

Despite a manufacturer and product being listed, it is a suggested product, but all products/materials are brand name or “or equal”.

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Brand name or equivalent product must use manufacturer’s instructions and recommendations for product installation/application.

A. Annual ryegrass (non-invasive) at a rate of 10 lbs/acre.

B. Coconut erosion control matting (Coir 90 or equivalent).

C. Field stones – clean and free of any living matter.

ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

Superintendent's Compendium - Apostle Islands National Lakeshore (U.S. National Park Service) (nps.gov)

3.2 On-site work hours: Work shall be generally performed during normal business working hours of 8 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated.

A. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the CO and COR. Submit requests for work outside of the stated normal business hours to the CO and COR for approval at least 48 hours in advance of the work.

The following Federal holidays are observed by the National Park Service:

New Year Day Martin Luther King, Jr’s Birthday Washington’s Birthday Memorial Day Juneteenth National Independence Day Independence Day Labor Day Columbus Day Veterans Day Thanksgiving Day Christmas Day

B. Note: Any of the above holidays falling on a Saturday will be observed on the preceding Friday;

holidays falling on Sunday will be observed on the following Monday. The specific day that each holiday is recognized for each year can be found at the following site: Federal Holidays (opm.gov).

3.3 Contractor Use of Site:

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to construction area as shown on attached site plan. Do not disturb portions of project site beyond areas in which the work is indicated.

B. Limits: The work area is restricted to within 150 feet of the historical roadbed between the staging area at the end of Ridge Road and the third and southwestern most ravine. See attached site plan.

https://www.nps.gov/apis/learn/management/superintendents-compendium.htm https://www.nps.gov/apis/learn/management/superintendents-compendium.htm https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022 https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022

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C. Limit site disturbance, including earthwork and vegetation clearing to what is needed to restore area impacted by failed culvert (<150 feet on either side of the historic roadbed). Any additional staging areas need to be approved by the CO and must limit compaction in the constructed area.

D. Utilities

a. No utilities are available.

E. Security and Protection facilities:

a. Environmental Protection:

i. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with state and federal environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

ii. Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area. Equipment shall be considered free of soil, seeds, and other debris when a visual inspection does not disclose such material.

Disassembly of equipment components or specialized inspection tools are not required.

iii. Tree and Plant Protection: Clearing needed to access restoration sites - limit tree removal to the minimum needed to access restoration sites. Limit vegetation disturbance to the minimum needed to restore streambed and slopes and to provide equipment access.

iv. Carefully supervise excavating, grading, filling, and other construction operations to prevent unnecessary damage.

3.4 Storage - Staging Areas:

A. Confine storage of materials and equipment to the project staging area noted on the project site map. No cost specific storage and staging area’s may be discussed at the preconstruction briefing. Limits of use and control shall be subject to Contracting Officer’s approval.

3.5 Preservation of Natural Features: The main purpose of this project is to restore and protect natural resources in the area including ravines, soils, and native vegetation in the site. Subsequently contractors should remain within project boundaries and reduce negative impacts to these resources to the extent practicable during the restoration work.

3.6 Hauling Restrictions: Contractor to verify path to site and meet state and county road requirements and height restrictions for all park work/access.

3.7 Housekeeping:

A. Keep project neat, orderly, and in a safe condition at all times.

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a. Dispose of waste materials and recycling legally outside the park. The contractor shall not use park dumpsters

b. Address Recycling: Government goal is to salvage and recycle as much nonhazardous construction waste as possible. Use sustainable methods to extent possible during this project, recycling material as is probable with local means. Maintain accurate documentary records for submittal of all recycled materials used including fly ash and slag cement.

3.9 Photo Documentation:

Contractor must provide existing condition, progress and completion photos. All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photo as needed. Shall be in JPEG digital form and submitted electronically by email or via CD-R Archival Gold or DVD-R Archival Gold media with printed labels and 8 mega pixels minimum within 7 days from time of taken or as approved by COR.

A. Existing Condition Images:

Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic. Include existing items to remain or be salvaged from different vantage points and with context for location identification.

B. Construction Progress Images:

1. Document all sub-surface work/ trenches etc. prior to backfill with photos covering enough overall field view to show location and then zoom in for details. (Locations and dimensions shall also be noted on as built drawing set.)

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.

C. Completion Images:

1. Document all completed work within scope of work.

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.

3.10 Fire and Life Safety:

As a minimum, conduct one weekly 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document meeting minutes on the daily reports.

A. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

B. Store and handle hazardous materials in accordance with manufacturer’s and OSHA 29CFR1926 Subpart D requirements 1926 | Occupational Safety and Health Administration (osha.gov). Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

https://www.osha.gov/laws-regs/regulations/standardnumber/1926 https://www.osha.gov/laws-regs/regulations/standardnumber/1926

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i. Immediately report all spills of hazardous materials to the CO, COR and park.

ii. Maintain a spill emergency response kit.

iii. Train employees how to respond to a spill and use the emergency response kit.

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract.

Contractor shall coordinate and incorporate long lead and delivery time items within the schedule.

ITEM 5 - EXAMINATION OF THE SITE

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids. A site visit for interested bidders will be scheduled. Meeting location will be Little Sand Bay Visitor Center.

No cost changes for items viewable during site visit will be allowed. Contractors will be accountable for understanding existing conditions.

ITEM 6 - ABBREVIATIONS

6.1 The list of abbreviations, standards and organizations which may be used in/referred within the Construction Specifications or Special Provisions, may be found linked from the listed page below. On the home page, follow the link under “Contracting and Procurement” labeled “NPS Reference Standards.”

https://www.nps.gov/orgs/1671/do-business-with-us.htm

ITEM 7 - ACCIDENT PREVENTION

7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention program (APP) and providing a safe environment for all personnel and visitors.

7.2 Submittals:

A. Accident Prevention (Safety) Plan (APP): Submit a site specific accident prevention (safety) plan. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

1. Name and qualifications of responsible supervisor to carry out the program.

2. First aid and rescue procedures.

3. Training, both initial and continuing.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National Park Service personnel, and Contractor's employees. Identify the work included under each phase, with a Job Hazard Analysis (JHA)/Job Safety Analysis (JSA), etc. A sample JHA template may be provided upon request.

5. Planning for possible emergency situations, such as cave-ins, earthquake, explosions, fires, floods, power outages, slides, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

6. Contractor to identify nearest location of medical facility for emergencies https://www.nps.gov/orgs/1671/do-business-with-us.htm

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7. Recognition that work will be performed in remote areas with limited communication or cell phone coverage if applicable.

8. Supplemental hazard specific plans may be required IAW 29 CFR 1926 or 1910.

B. Meeting and Inspection Reports: Safety Meetings: As a minimum, conduct 15 minute

"toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite. Submit a report of safety meetings and inspections by documenting the meetings on the daily reports.

7.3 Qualification of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment. Provide operating instructions for all equipment.

B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

7.4 Accident Reporting: The Contractor shall report all accidents to the CO and COR as soon as safely possible and assist the CO and COR and other officials as required in the investigation of the accident.

7.5 First Aid Facilities: Provide access to facilities for the number of employees and appropriate to the hazards associated with the types of ongoing construction work at the site.

7.6 Emergency Instructions: Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

7.7 Personal Protective Equipment (PPE): It is the Contractor's responsibility to require all those working on or visiting the site to wear necessary protective equipment at all times.

A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to OSHA 29CFR 1926 Subpart E.

B. A hard hat use area shall be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

C. All PPE will be serviceable at all times. At a minimum, maintain four sets of PPE including hard hats and all other Accident Prevention Plan required equipment.

7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, functioning within the park to properly cleanup, mitigate and remediate if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state and local regulations, and as outlined within the operator's Safety or Hazardous Materials Business Plan.

A. If a spill, leak or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the National Park Service Emergency Dispatch.

ITEM 8 - PRECONSTRUCTION CONFERENCE: If the Contracting Officer decides to conduct a preconstruction conference, the successful offeror will be notified and will be required to attend. The

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Contracting Officer’s notification will include specific details regarding the date, time, and location of the conference, any need for attendance by subcontractors, and information regarding the items to be discussed. See Item 8.1C below.

ITEM 9 - SUBMITTALS

9.1 General Submittal Procedures:

A. General: Prepare and submit submittals required by individual Technical Specification Sections. Types of submittals are indicated in individual specific sections.

1. CM-16 Transmittal Form: All submittals shall be transmitted via electronic email using

National Park Service form CM-16 form. The form will be provided by the Contracting Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Submit completed CM-16 forms to the CO and the COR

B. Submittal List: administrative required submittals are listed below in 9.1.C and does not include technical section submittal requirements included in each technical section.

C. Preconstruction Conference Submittal: Satisfactory evidence of liability insurance coverage and workman’s compensation, and any applicable bonds, must be submitted within 10 calendar days of Notice of Award. The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed may not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued. Contracting Officer will notify Contractor of tentative date for the Pre- Construction Conference:

1. Letter designating Project Superintendent.

2. Construction Schedule. (Must include procurement time including long lead time items, mobilization, work progression and completion at minimum.)

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention (Safety) Plan (see section 7 of this document).

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).

7. Quality Control Plan.

8. Waste Management Plan. All materials, except existing designated for reused, salvage, reinstalled, or otherwise indicated on the Plans to remain Government’s property.

Remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

1. Do not burn demolished materials.

2. Disposal shall be per state and local ordinances.

3. The cost of legal disposal of the materials shall be included in the Bid, and no additional compensation will be allowed.

9.2 Product Data, and Samples: Contracting Officer will provide sample cover sheet.

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D. Provide detailed information on all restoration materials, including erosion control matting and seed to be used.

1. For seeding - annual ryegrass at a rate of 10 lbs/acre.

2. Coconut erosion control matting and staking – Coir mat 90 or equivalent.

E. After approving submittals, Contracting Officer and/or COR will return one copy to the Contractor.

If submittals are not approved, Contracting Officer will return all copies to Contractor with reasons for rejection. Resubmit, identifying changes. Any work done before approval shall be at Contractor's own risk.

9.3 Approved Equals: If an item in this solicitation is identified as “brand name or equal” or lists more than 1 manufacturer, the description of the proposed item must reflect the characteristics and level of quality that will satisfy the Government’s needs as demonstrated by the salient physical, functional, or performance characteristics that “equal” products must meet and/or exceed that as specified in the solicitation or relevant specification.

A. For each item proposed as an “approved equal,” submit supporting data, including:

a. Comparison of the characteristics of the proposed item with that specified and with the salient characteristics provided.

b. Changes required in other elements of the work because of the substitution.

c. Name, address, and telephone number of vendor.

d. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists.

Describe availability of maintenance service, and state source of replacement materials.

B. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waives all claims for additional expenses that may be incurred as a result of the substitution.

C. Approved Equals will be evaluated and approved/disapproved during the submittal process.

9.4 Progress Reporting: The initial Construction Schedule and Schedule of Values are required a minimum of one week prior to the Preconstruction Conference. After the Notice to Proceed is issued and after on-site work begins, progress will be documented via daily logs and by providing an updated Construction Schedule and Schedule of Values when requested; but minimally with each pay application.

Submit digital copy electronically (PDF preferred) of all required documents. Construction Schedules are normally in bar chart form and indicate estimated starting and completion dates for each part of the work.

For a pay application to be reviewed and processed in a timely manner, the following information must either be submitted prior to or accompany submission of the pay application:

A. Daily/weekly progress reports during construction as part of the administration process.

B. Updated Schedule of Values: Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The Schedule of Values

Page | 12 will form the basis for payment. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. A sample Schedule of Values format may be provided upon request.

ITEM 10 – TEMPORARY SERVICES

9.1 It is the Contractor’s responsibility to provide temporary services, equipment, tools, and skilled labor as required for the chosen means and methods to perform the work in accomplishing this Contract.

ITEM 11 - PROJECT CLOSEOUT

11.1 Description: The work of this section consists of final cleanup, closeout submittals, final inspection procedures working toward Final Acceptance.

11.2 Cleaning: Remove all tools, equipment, surplus materials, and rubbish. At time of final inspection, project shall be thoroughly clean and ready for intended use. Inspector holds the right to reschedule if project is not ready for inspection.

11.3 Completion and Final Inspection: Contractor shall submit written certification of project completion and request a final inspection to the Contracting Officer and COR. The Contracting Officer or designee will make an inspection within 10 days of receipt of request or at a mutually agreeable time.

A. If the work is determined to be complete following the final inspection with minor comments, the

COR will prepare and provide the Contractor a Punch List noting outstanding items to be addressed.

B. If the work is not determined to be complete following the final inspection, the Contracting Officer will notify Contractor in writing, stating reasons. Contractor, after completing the work according to the Contract Documents, shall resubmit completion and request a new final inspection. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

C. Contractor shall complete the Punch List within 30 calendar days or a time directed by the CO.

D. Once Contractor completes all items of work on the Punch List and all contractually required items are accepted, Contracting Officer will issue Letter of Final Acceptance of Work and request the final pay application.

E. If the Contractor fails to complete the work within the time frame, the Contracting Officer may correct the work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with the Inspection of Construction contract clause.

F. Disposition of any permits and warranties required by the specifications in this section.

11.4 Final Acceptance of the Work: After all punch list deficiencies have been corrected, a Letter of Final Acceptance will be issued. A Release of Claims document must be executed and submitted to the Contracting Officer before final payment can occur.

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11.5 Warranties

A. Construction Warranty shall be based on date of final acceptance of the work and remain in effect for one year.

B. Provide all manufacturer warranty information of products installed organized by Division. All contact information, extent of coverage and conditions shall be clearly noted as well as date of overall final acceptance.

C. Information shall include operation and maintenance manuals for each warranted product.

END OF SECTION

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Appendix A - Maps

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Project Site Map

Project site is limited to 150’ of either side of the old road bed (outlined in green).

Start at the intersection of County K and Little Sand Bay Road (51 N, 4 W, Section 4) in Bayfield County.

Travel north on Little Sand Bay Road 1 mile. Turn left on Ridge Road approximately 1.5 miles and park.

Walk on the logging road to the following coordinates.

Coordinates for Ravines/Culverts:

Ravine 3: 46.93197, -90.91302

Ravine 2: 46.93246, -90.91245

Ravine 1: 46.93291, -90.91214

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Appendix B - Photos

Ravine and Culvert 1

Ravine and Culvert 2

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Ravine and Culvert 3