4. 8481 Demo PWS(with Attachment #4).pdf

FXSB 20-1047

Wildlife Museum Demolition, Bldg 8481

PERFORMANCE WORK STATEMENT (PWS)

FOR

WILDLIFE MUSEUM DEMOLITION, BLDG 8481

AT

JOINT BASE ELMENDORF-RICHARDSON, AK

9 Mar 2020

(Solicitation # FA5000-XX-X-XXXX)

PROJECT NUMBER: FXSB 20-1047

1.1 GENERAL REQUIREMENTS: Provide all labor, materials, and equipment necessary to complete the work for the demolition, removal and disposal of a historical one-story log building in accordance with the PWS, and the attached specifications and drawings. The Contractor shall comply with all applicable Federal, State, and Local regulations. Please see attached drawings for approximate dimensions and locations. Contractors shall not rely on drawings and are responsible for field verifying all measurements and locations of utilities to be demolished prior to work start. Locates of utilities shall be done by the Contractor through the dig permit process. Information shown on government-provided reference drawings may not be accurate and requires verification of dimensions/locations.

All utilities for this facility are owned by the Government except for the natural gas which is owned by Enstar. The Contractor will make arrangements with the government’s inspector and Enstar for the proper disconnect and removal of utilities.

1.2 PROJECT LOCATION: All work under this project will be performed on Joint Base

Elmendorf-Richardson (JBER), Alaska. This building is located at 8481 19th street on JBER Elmendorf.

1.3 PERFORMANCE WORK STATEMENT: This Performance Work Statement (PWS) is intended to outline the Contractor’s general work items. Incidental work may be required to accomplish the intent of the contract. It is the Contractor’s responsibility to ensure all incidental work required to complete the demolition, disposal and finish work is included in their proposal for all areas of work outlined by the Performance Work Statement.

1.3.1. MITIGATION UNDER THE NATIONAL HISTORIC PRESERVATION ACT:

1.3.1.1. Scope: The purpose of this PWS is to provide an overview of the work necessary to develop a Memorandum of Agreement (MOA) between the Alaska State Historic Preservation Office (SHPO) and Joint Base Elmendorf- Richardson (JBER) regarding the demolition of Building 8481 (Wildlife Museum). This PWS also outlines likely requirements and mitigation measures to be included in the MOA to be completed by JBER.

1.3.1.2. Background. Building 8481 (ANC-01082) is beyond its useful life and being demolished. It is eligible for the National Register of Historic Places (NRHP) and demolition will be considered an adverse effect on an historic property.

Therefore, the work will require consultation with the SHPO, National Park Service (NPS), and US Advisory Council on Historic Preservation (ACHP) and the following technical requirements may be necessary.

1.3.1.3. Historic Relevance and Description. The Wildlife Museum is eligible for the NRHP under Criterion A for its significance in recreation during World War II and the development of Elmendorf Air Field. 1 Recreational opportunities were seen as crucial elements in keeping morale high for troops who were often far from home and living in an unfamiliar environment.

Several early recreational facilities on Elmendorf, including the Wildlife

1 Elmendorf Air Force Base Historic Context of World War II Buildings and Structures, Volume I (1999). Prepared by Linda Cook, Karen Bretz, Brian Coffey, Anna Lee Hewko, and Frank Broderick, US Department of the Interior, National Park Service, Anchorage Regional Office.

Museum, reflected regional vernacular architectural styles.1 The Wildlife Museum is a one-story log structure on a concrete pad foundation built in 1942. The main structure is 41-by-100-feet, with a 16-by-37-foot projection for the southwest entrance and a 9-by-20-foot addition on the northeast side.

The Wildlife Museum was originally built as a tap room for the Northern Lights Service Club (ANC-01083, now known as the Band Building). The two buildings were once connected with an enclosed hallway. The wood sash windows, the log frame (butted, cantilevered joints with protruding log ends), and wood floor are important original architectural elements.

The building currently houses the Wildlife Education Center, but is no longer occupied. It has several persistent issues that has made it unsuitable to occupy, including an unreliable water and sewer system and a failing heating system. The roof has been damaged by ice dams and pooling. The grading around the Wildlife Museum causes water to pool around the exterior. The water has seeped through the concrete sills and pad, and the sill logs have rotted as a result. The pooling has also caused erosion that undermines the foundation. The swelling and shifting of the sill logs has made it difficult to properly close the doors. As a result of the November 2018 earthquake, multiple cracks developed in the interior wood support columns and some of the knee braces separated from the columns. The ramp on the north façade and the arctic entry on the west end have both separated from the building. Several studies were conducted to evaluate what would be needed to repair the building (plumbing, foundation, roof, fire suppression, and pest control).

After the 2018 earthquake, the additional damage caused the cost of repair to exceed the value of the building.

1.3.1.4. Legal Drivers. This project requires knowledge of Air Force policy regarding cultural resources management (AFI 32-7065); cultural resources laws and regulations, including but not limited to, the NHPA, as amended, Archeological Resources Protection Act, Native American Graves Protection and Repatriation Act, executive orders, presidential memoranda, Department of Defense Native American policy, and associated regulations;

and Air Force policies regarding the funding of cultural resources programs.

The unique situation in Alaska with the public land orders and the jurisdiction that is retained by the Department of the Interior, Bureau of Land Management must be understood and addressed.

1.3.1.5. Objectives: The objective of this project is to facilitate consultation with

SHPO, NPS, and ACHP to complete requirements agreed upon in the MOA under development.

1.3.1.6. Major Requirements: This SOW includes research, field documentation, submittal of documentation, and development of interpretive materials for compliance with 54 U.S.C. 306108 (Section 106 of the NHPA) by providing technical assistance to the JBER Cultural Resource Manager (CRM). This includes photography, as well as architectural and historical documentation.

The cooperator will provide technical expertise in generating material that meet the Historic American Building Survey (HABS) guidelines. Deliverables include photographs, architectural drawings, historic building inventory, a written history, SHPO forms, and interpretive material. The contractor, as an independent contractor and not as an agent of the Government, shall provide the personnel necessary to complete the MOA requirements for JBER. This includes coordination with the SHPO, NPS, and the ACHP.

1.3.1.7. Professional Qualifications: The Contractor shall ensure the requirements of this contract are conducted by or under the direct supervision of a person or persons meeting, as a minimum, the Secretary of Interior’s qualifications as an historic architect, architectural historian or architect (36 CFR Part 61, Appendix A(c), (d), and (e). This individual shall have demonstrated experience in HABS/HAER and/or HALS documentation.

1.3.1.8. Task 1: HABS Documentation:

1.3.1.8.1. Historic Photographs. Research and compile historic photographs, preferably black and white, chronicling the history of the facility that depict the unique features. Photographs should be primarily from the period of significance, but may include images that depict how Building 9268 and the Alaska Air Depot have changed since the period of significance.

These will be included in the written documentation. The number and types of photographs and descriptions should be in consultation with the SHPO, NPS, and JBER, as well as meet the HABS guidelines. Print and digital versions will be made available, as determined through consultation. This documentation will be a required mitigation item.

1.3.1.8.2. Architectural Drawings. Architectural drawings will be prepared using HABS guidance and meet the requirements of the MOA. The drawings will consist of floor plans, building elevations of the two most public elevations, and cross sections. Print and digital versions will be made available, as determined through consultation. This documentation will be a required mitigation item.

1.3.1.8.3. Architectural Recordation. An Architectural Recordation Form shall be prepared and submitted for the building according to HABS standards.

Two copies shall be provided to JBER. Original and one copy will be given to the NPS and one copy to the SHPO. Print and digital versions will be made available, as determined through consultation. This documentation will be a required mitigation item.

1.3.1.8.4. Alaska Heritage Resource Survey (AHRS) Cards and Building Inventory Forms. Up-to-date AHRS Cards and Building Inventory Forms will be completed for the building. These forms and guidance on their completion are available through the Alaska SHPO website. They shall be submitted to SHPO and two copies shall be provided to JBER.

Original and one copy is given to NPS and one copy goes to the SHPO.

Print and digital copies will be made available. This documentation will be required but not necessarily included in the MOA. It may be completed after the demolition of the building has begun.

1.3.1.8.5. Written Documentation. A history of the Building 8481 may be one of the mitigation items in the MOA. If so, it would be prepared from existing literature and documentation. The history would incorporate some of the drawings and photographs described above and be organized in a presentable report format. It would be prepared in consultation with the SHPO and JBER, including length, style, and format. Two copies shall be provided to JBER. Original and one copy is given to NARA and one copy to the SHPO. Print and digital versions will be made available.

1.3.1.8.6. Interpretive Display. An interpretive display or monument may be one of the mitigation items in the MOA. The style, content, and placement would be determined through consultation and detailed in the MOA. A timeline would be coordinated with SHPO and JBER and set in the MOA.

An example of the type of display or monument that JBER would support is a gazebo, shelter, or interpretive area relating to the World War II Fort Richardson Japanese Internment Camp (ANC-04244).

1.3.1.9. Stipulations

1.3.1.9.1. Quality Control. The CRM is responsible for quality control. This includes reviewing content for academic excellence, professional quality, and technical accuracy; and copy-edited for consistency, organization, grammar, spelling, and punctuation. All plans and reports shall be of professional quality format and be free of errors. The cooperator is responsible for printing and binding draft and final reports.

1.3.1.9.2. Notification of Recent Damage or Potential Damage. If recent damage to sites or immediate threats of new or continuing damage are observed at the sites, the CRM will be notified immediately. If there is observed damage but without signs of an immediate threat of further damage, then a report of the site damage may be included at the end of the field report.

1.3.1.9.3. Findings of Human Remains. In the event of unanticipated findings of human remains or other cultural items as defined by NAGPRA, all work will immediately stop in the vicinity of the find, they will be covered or protected as appropriate, the location will be documented, and the CRM will be notified immediately. Utmost care shall be taken to ensure that any associated artifacts or stratigraphic features included within the provenience of the burial remains are not further disturbed and are appropriately covered from sunlight, protected from vandalism, and the elements. Their location(s) shall be recorded as polygons with a GPS device such that the data complies with the section below. There shall be no photographing of human remains.

1.3.1.9.4. Publication and presentation outside the Air Force. The distribution of any material, data, or reports collected or prepared in the execution of this SOW is limited to the Air Force and CES. This material, as well as any publications or presentations, must be approved by the CRM and JBER Public Affairs.

1.3.1.10. Government Furnished Materials and Training:

The Air Force will:

(a) Provide georeferenced data, feature classes, and data necessary to complete tasks in this SOW.

(b) Provide office and laboratory space on JBER for analysis and report writing if needed.

(c) Submit radiometric and other samples for laboratory analysis.

(d) Submit material to curation facility.

1.3.1.11 Contractor Furnished Materials and Training:

The Contractor will:

(a) Provide all labor, materials, supplies, and equipment required to produce deliverables.

(b) Complete an Air Force Civil Engineer Center Environmental GIS Digital Data Request Form and submit it to GeoBase.

(c) Prepare material for accession to the University of Alaska Museum of the North Archaeological Repository, if necessary.

1.3.1.12 Submittals, Deliverables, and Schedule. The signed MOA will prescribe the required submittals and deliverables and associated schedule for each of the accepted mitigation measures. NOTE: Demolition of Building 8481 may not begin until the MOA is signed by invited signatories and the prescribed mitigation measures are complete and acceptable.

1.3.1.12.1 Draft Documentation. Drafts of the HABS documentation, architectural drawings, photographic documentation, and forms will be provided to the JBER CRM who will provide review comments no more than 60 days after receipt. The draft documents may be digital and presented on a DVD in an accessible format.

1.3.1.12.2 Final Documentation. A final version of the documentations will be submitted to the JBER CRM using the format in 1.3.1.8 above, excluding the interpretive display. The time allotted to finalize the documentation may vary and will be established after contractor receipt of comments. The final documentation will include print and digital copies on DVD in an accessible format.

1.3.1.12.3 Submittal to NPS. The Contractor shall transmit a copy of the requirements in 1.3.1.8.1-.5 to NARA after SHPO and JBER approval. The Contractor must provide documentation that the materials were submitted and received by NPS.

1.3.1.13 Meetings, Reviews, and Coordination:

1.3.1.13.1 Post Award Planning Meeting shall take place within one (1) month of the award between the Contractor Technical POC and 673 CES/CEIEC.

1.3.1.13.2 Technical Coordination Meetings will take place at least quarterly. The meetings may be conducted over the phone or in person. At a minimum, the Contractor Technical POC and 673 CES/CEIEC will participate.

1.3.1.13.3 Consultation Meetings. Expect to organize and attend at least one meeting among the JBER CRM, SHPO, NPS, and other interested parties with the purpose of consultation relating to the MOA stipulations. These meetings will be face-to-face in Anchorage.

1.3.1.13.4 Cultural Resource Manager Contact Information: The Contractor shall contact the JBER CRM at the following:

Mailing: Margan Grover, 673 CES/CEIEC, 6346 Arctic Warrior Drive, JBER, AK 99506 Physical: Margan Grover, 673 CES/CEIEC, 724 Quartermaster Road, JBER, AK 99506 Phone: (907) 384-3467

1.3.2 DEMOLITION:

1.3.2.1 Work areas include: Building 8481, including related items that may not be attached to the structure such as sewer lines back to the main, water service lines back to the mains, sidewalks, gas lines back to the main, electrical lines underground or overhead, landscaping, etc. All work indicated shall be accomplished for the original proposal price, including special work times required for utility outages, and repair of damages to the site, by the Contractor. The building is a log structure with a concrete foundation. The Contractor will remove all portions of the building and not leave any structure in the ground. At the completion of the project the Contractor will leave a level area that is top soiled and seeded. The Contractor will water the newly seeded area and maintain it until the first cutting. Cutting will not occur until the grass is 6 inches in length. First cutting is the responsibility of the Contractor.

1.3.2.2 Provide a complete hazardous materials and hazardous waste survey for building 8481 including testing, test reports and identification of all hazardous containing materials and lead containing materials that exist.

This structure is anticipated to have asbestos material used in its construction such as 9x9 floor tiles and pipe insulation remaining. This should not alleviate the Contractor from sampling any material that they may feel contains asbestos. The Contractor may want to sample areas prior to submitting a proposal. The Contractor may request additional time for testing if it is deemed necessary. A complete survey shall be submitted no later than

30 days prior to the beginning of any work. Hazardous materials and hazardous waste that may be expected to be encountered by the Contractor include: asbestos, lead including lead based paint (LBP), glycol, light bulbs, ballasts, thermostats and PCB’s. Other hazardous waste and hazardous materials containers may be encountered as determined through the required hazardous waste testing performed by the Contractor. The Contractor is required to attend a site visit prior to submitting a proposal and determine as much hazardous material as possible which will be included in the bid.

1.3.2.3 Fencing: Provide temporary fence for security around the demolition site prior to beginning abatement, and maintain through project completion.

Temporary fence s h a l l be chain link, minimum 6’- 0” high, and shall be continuous and secure around site, free from gaps or breaks. Appropriate signage shall be conspicuously posted on fence, around construction site, including but not limited to Danger – Keep Out!

1.3.2.4 After all hazardous materials (if any) are removed by the Contractor, the

Contractor will compile a list to indicate the quantities of materials removed and supply the information to the 673 CES/CEANV office. Contractor shall abide by all Environmental Provisions.

1.3.2.5 Remove and properly dispose of all hazardous materials and hazardous waste, including but not limited to, asbestos and lead-containing materials, light bulbs, ballasts, glycol, thermostats and other reportable materials in accordance with the attached SUPPLEMENTAL HAZMAT SPECS, local, state, and federal regulations. Salvage, reuse, or recycle metals (i.e., conduit, piping, wiring, etc.) to the greatest extent possible.

1.3.2.6 Building demolition limits extend to 75 feet around perimeter of building or to the main utility lines if required.

1.3.2.7 Completely remove slab on grade, foundation, foundation supports, foundation walls and utilities within the construction site. Termination of utilities shall be as outlined in section 1.4.

1.3.2.8 Disposal of all solid waste shall be off base.

1.3.2.9 Disposal of asphalt and clean concrete will be on JBER at the main gravel pit located near the east end of the 06/24 runway off Richardson drive.

Coordinate with the project inspector for proper disposal location of asphalt and clean concrete.

1.3.2.10 Backfill material will be made available to the Contractor from the main gravel location off of Richardson drive. The exact location of borrow material will be determined at the time of need. The Contractor will be responsible for loading and excavation of pit material. There is no processed material available at the pit for use by this contract. Any processed material needed by the Contractor will be purchased off installation and hauled on by the

Contractor at his expense. Top soil is not available on base and will be purchased and hauled by the Contractor.

1.3.2.11 Building has an existing parking lot which will remain. The sidewalks that directly access the building will be removed back to the main public sidewalks or parking lot. A new curb and gutter will be installed where removed sidewalks meets the parking lot. Parking lot and sidewalks to remain will be protected to the maximum extent possible. Contractor will take care not to damage existing parking lot/sidewalks, any damage will be repaired by the Contractor at no additional cost.

1.3.2.12 Any grassed area disturbed by demolition activity will be left level and seeded. Provide approved seed, or hydro-seed, lawn material over all areas not getting asphalt or concrete. Install top soil & hydro seed for all grass areas disturbed and sidewalks, drives & utilities that have been removed. Fill top 6" with topsoil compacted to 85% of maximum density and prepare surface for seeding. Contractor shall be responsible for maintenance and watering of new lawn material through the first cutting. The first cutting will be done when new grass has reached a height of 6” or greater.

1.3.2.13 Work shall be performed in such a way as required to protect storm water runoff from pollution (erosion, sediment, or waste) entering waterways in compliance with all Federal, State and local regulations. Completed work in areas where site is to be left natural, (no pavements), shall be revegetated in accordance with the best management practices of the Clean Water Act and shall encourage groundwater infiltration.

1.4 UTILITIES WORK: The Contractor shall provide a work schedule for the disconnection and demolition of utilities for approval by the Contracting Officer. Contractor shall submit details; including sketches, materials to be used, and descriptions of the termination work for all utilities terminations for approval by the Contracting Officer prior to performing the work. Contractor will provide a work start notice prior to any work start and shall provide a minimum three (3) weeks notice for approval for any work that will require a shutdown of utilities affecting other facilities. “JBER- Elmendorf domestic water/fire suppression services, electrical services, sanitary sewer collection services are owned and operated by 773 CES. Ownership of natural gas services is Enstar Gas Company. Demolition contractor will coordinate disconnect and removal of utilities from with 773 CES and Enstar prior to start of any demolition activities.” The Contractor’s responsibilities related to existing utilities include the following:

1.4.1 Water: Where water service connects directly to a water main, Contractor shall disconnect from the main, to include valve and repair coupling shall be placed on main. The service pipe shall be abandon in place. Where water service connects to a manhole, Contractor shall plug the service line at the manhole with a proper water plug for the service line type and size, provided no other service lines from other buildings are connected to the same service line. Abandoned in place pipe needs to be tracked in government GIS.

1.4.2 Sewer: Where Sewer lateral drops into main. Main will have to be repaired after removal of lateral. Because of the age of this pipe the Contractor may need to replace a section and not just plug the pipe. The lateral will be abandoned in place. Where sewer service connects to a manhole, Contractor shall plug the service line at the manhole with a proper sewer plug for the service line type and size, provided no other service lines from other buildings are connected to the same service line.

1.4.3 Electrical: The Contractor shall be responsible for coordinating use of on-site power with the 773 CES Exterior Electric Shop through the project inspector and shall provide any temporary electrical connection components required, or shall provide their own independent power prior to beginning the abatement phase of the work.

The Contractor shall notify the Government 14 days prior to beginning work on building 8481. All interior electrical equipment within the building limits shall be the property of the Contractor to salvage or dispose of as required. Final termination shall be coordinated with the Government and shall be made at the transformer serving the building by the 773 CES Exterior Electric Shop. Additionally the Contractor will remove the meter base/disconnect, remove electrical conductors, plug open end of conduit at electrical vault and at open end at demo excavation limits. Abandoned in place conduit needs to be tracked in GIS.

1.4.4 Communications: The Contractor shall be responsible for notifying the 673d

Communications Squadron (673 CS), Maintenance Support, minimum ten (10) business days prior to beginning any communications demolition. Contractor shall be responsible for complying with Attachment #3, JBER Telecommunications Installation Standards, applicable to the termination. Contractor shall be responsible for providing a six (6) inch pre-formed stainless steel splice case. Final termination shall be made within the area shown on the contract drawings at the location determined by 673 CS. Communication conduit shall be removed back to vault/manhole and capped and sealed at exterior of vault/manhole. Communication cables to be removed and recapture splicing cables back to supply case at vault/manhole. Upon completion of splicing any communication, or data cables, the Contractor shall backfill the dig area in preparation for asphalt.

1.4.5 Natural Gas: Disconnect service lateral at main. Disconnect assumed to be performed by Enstar for the distribution system. The Demo contractor must coordinate this disconnect with Enstar. The service line will be abandon in place.

Abandoned in place line will be tracked in governments GIS information. The Contractor will ensure that this information is transferred to the Government for inclusion. All costs for termination work shall be the responsibility of the Contractor.

1.4.6 Other utilities: Other utilities that may be part of this contract could include AT&T and GCI communications. The Contractor will verify that these utilities are contacted and if part of the building demolition will remove as required by those utility agencies.

1.4.6. Mechanical: The Contractor shall remove and dispose of all mechanical equipment within building 8481, and properly remove and dispose of any hazardous material and hazardous waste from any equipment prior to disposal.

1.4.7. Fire Alarm Panel: The Contractor shall notify the 773 CES Alarm Shop prior to demolition to give shop personnel an opportunity to remove the Fire Alarm Panel and antenna mast from the building prior to demolition.

1.5 ENVIRONMENTAL COORDINATION: All work shall be performed in accordance with the

JBER Environmental Requirements. Refer to attached SUPPLEMENTAL HAZMAT

SPECS.

1.5.1 Hazardous materials/ hazardous waste abatement: Hazardous materials and hazardous waste that should be expected to be encountered and removed by the Contractor include: Asbestos (ACM), lead including lead based paint (LBP), glycol, light bulbs, ballasts, and PCB’s. Other hazardous waste and hazardous materials containers may be encountered as determined through the required hazardous waste testing performed by the Contractor. All required sampling, testing, documentation and disposal shall be by the Contractor as a part of the resulting contract work.

1.5.2 Contractor is responsible for abatement of all hazardous materials and hazardous waste from the facilities identified for demolition. Competent Persons shall perform all abatement. The Competent Persons shall be trained, knowledgeable, and qualified in the techniques of abatement, handling and disposal of hazardous materials and the subsequent cleaning of contaminated areas. The Contractor and his personnel shall comply with all applicable Federal, State and Local regulations to perform the work of this contract.

1.6 CONTRACTOR PROJECT MANAGERS: The Contractor shall appoint a project manager to serve as the single point-of-contact and liaison between the Contractor and the Contracting Officer or representative for all work under the contract. Upon receipt of the Notice to Proceed (NTP), the Contractor shall immediately provide the name of the designated individual and contact information to the Contracting Officer, in writing. The Project Manager will be responsible for the complete coordination of all work under the contract.

1.6.1 Daily Reports: All Contractor daily inspections and tests will be reported on a contractor-approved form. The Contractor's verification must be contained in the Contractor's report. When completed by the quality control inspector or contractor project manager, this report must contain sufficient information and details to provide complete documentation of all daily work, inspections and tests. These reports, including a record of deficiencies and corrective action taken, should be submitted to the Government daily no later than 1200 hours the first working day following the date which the report covers.

1.7 SERVICES SUMMARY (SS):

Performance Objective

Performance Threshold

Method of Surveillance

Deficiency Resolution

SS 1:

Mitigation Under The National Historic Preservation Act

Furnish the government with all submittals as described in the PWS

Government inspection (100%)

Contractor re-performance and payment of Contractor caused fines

SS 2:

Demolish Facility

Facility demolished All materials removed from the site in compliance (100%) with the PWS and applicable environmental laws and regulations

Government inspection (100%)

Contractor re-performance and payment of Contractor caused fines

SS 3:

Remove debris off deconstruction site

All material removed from the site of the existing facility and waste disposed of properly

Government inspection (100%)

Contractor re-performance and payment of Contractor caused fines

SS 4:

Inventory debris

Furnish the Government with an accurate inventory of debris to include type, volume, and location

Government inspection (100%)

Contractor re-performance

SS 5:

Restore site

Perform all site restoration work as described in the PWS

Government inspection (100%)

Contractor re-performance

PWS Attachments:

Attachment #1: Project As-built/Site Plan Drawings Attachment #2: Open Market General Specifications Attachment #3: JBER Telecommunications Installation Standards Attachment #4: Existing Condition Pictures Attachment #5: AF66

-END OF SECTION-

Photos

Attachment #4 Existing Photos

Front view

Back view

Side view