B09_Amend_01_Revised_B08_Attach_1_SOW_25_Jun_24_0001.pdf

Attachment No. 1

SECTION C, UNIFORM CONTRACT FORMAT (UCF)

DESCRIPTION / SPECIFICATION / STATEMENT OF WORK (SOW)

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PROJECT TITLE:

Litchfield Wild Horse & Burro Maintenance Shop Demolition Eagle Lake Field Office

Bureau of Land Management Susanville, CA

Table of Contents SOW 1.0 Background on the Government’s Requirement SOW 2.0 General Scope of Work SOW 3.0 Overall Objective(s) SOW 4.0 Specific Tasks SOW 5.0 Delivery / Performance Schedule SOW 6.0 Government-Furnished Property, Materials, Services SOW 7.0 Security and Administrative Matters SOW 8.0 Technical Exhibits and Definitions

SECTION E: PERFORMANCE REQUIREMENTS SUMMARY (PRS)

Amendment 01

DESCRIPTION / SPECIFICATION / STATEMENT OF WORK (SOW)

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SOW 1.0 Background on the Government’s Requirement

A 1,680-square foot maintenance shop must be demolished at the Litchfield Wild Horse and Burro (WH&B) facility located in Susanville, California, on U.S. Highway 395 in Lassen County. A new shop was recently constructed at the facility to replace the old shop. The government requires the old maintenance shop to be demolished. The Litchfield WH&B facility covers 80 acres and serves as the regional preparation center for wild horses and burros gathered from public lands in northern California and northwestern Nevada.

SOW 2.0 General Scope of Work

The old shop must be fully removed and all materials must be disposed offsite in accordance with any applicable federal and state laws. Demolition of the building will involve the following key aspects:

1. Electrical work to re-route electrical circuits and abandon an existing service that is attached to the shop. The shop has a 200-amp service meter attached to the building that must be abandoned before the demolition can take place. This service contains several circuits that need to be retained. The circuits to remain must be extended approximately 75-feet to feed off another service on the adjacent administrative office building. Once the circuits are re-routed, the utility company can shut off the shop service and the shop electrical panels can be removed. The contractor will coordinate service work with the utility company contact below: Lassen Municipal Utility District, Marcus Wright, (530) 257-4174.

A site plan showing the proposed re-route is attached (Attachment 1).

2. Demolition of the 1,680-square foot building and dispose all materials offsite. The building is constructed primarily of wood framing and some steel framing on a concrete foundation with corrugated metal roof and siding. The building is approximately 24 feet wide x 70 feet long. All materials must be disposed offsite in accordance applicable state and federal laws. Work must also comply with the General Specifications provided attached (Attachment 2).

3. According to hazardous material testing on the shop, there are traces of lead-based paint on the old shop. Contractor must carry the required lead-certified accreditations to handle the lead-based paint waste product. All work must be in accordance with State of California Code of Regulations Title 17, CCR, Division 1, Chapter 8: Accreditation, Certification, and Work Practices for Lead-Based Paint and Lead Hazards. The contractor must comply with the OSHA Lead in Construction Standard (1926.62) and Cal/OSHA CONSTRUCTION SAFETY ORDERS, LEAD SECTION 1532.1, Title 8, California Code of Regulations (CCR), effective November 4, 1993 (revised March 7, 1997). A fully copy of the hazardous material testing report for the old shop is enclosed (Attachment 3).

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Place of Performance:

The project is located on the U.S. Bureau of Land Management administrative facility called the Litchfield Wild Horse and Burrow (WH&B) Facility, 21 miles east of Susanville, at the following address:

Address: 474-000 Hwy 395 East, Litchfield, CA, 96117 Latitude/Longitude: 40.2306.54; -120.1831.34 Lassen County parcel number: 119-90-008

Period of Performance:

The period of performance (POP) shall be 100 calendar days (approximately 3 months) from the Notice to Proceed. The objective is to complete work by October 31, 2024.

Site constraints

Between the dates of September 1 through 30, 2024, the Wild Horse and Burro Facility will be performing a horse gather operation that will occupy the areas near the animal chute adjacent to the shop to be demolished. Semi-trucks could deliver to Litchfield corrals as soon as the September 2, 2024. The contractor will need to coordinate staging and operation with onsite staff to avoid conflict with the horse gather operation during these dates. There will also be a feeding crew working daily, south of the shop in and around the hay barns. Demo operations will need to be conducted east of the Well Head and North of the traffic route and Hay Barns. Material from the Shop Demo will be staged along the Highway fence on the West of the shop to be out of the way of all traffic operations. A map of the proposed staging area is attached (Attachment 5).

SOW 3.0 Overall Objective(s)

The objective of this work is to demolish and remove the old maintenance shop, and as it relates to the demolition, abandon the electrical service after re-routing necessary electrical circuits, remove lead-based paint materials as required by law, and fully cleanup and restore the project area after completion.

SOW 4.0 Specific Tasks

The contractor shall furnish all labor, equipment and materials to accomplish the electrical re-routing and building demolition work, whether explicitly described in the tasks below or not.

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Task 1: Electrical Work

The Shop has an electrical service attached to the building that must be disconnected and abandoned. Prior to disconnecting the service, some of the circuits must be re-routed to a nearby service on the Admin Office approximately 75 feet away. Prior to demolition, the contractor must re-route these circuits from the Shop to the Admin Office. The proposed electrical plan is attached (Attachment 1).

The contractor can develop alternate plans that what is outlined in this SOW, but those must be submitted for approval by the COR. All electrical work must be performed by a qualified electrician and shall comply with applicable codes and standards including the National Electrical Code (NEC).

Existing Electrical Services

• Shop Service: Overhead, 1/0, 3-wire, 200 amp (to be abandoned)

• Admin Office Service: Underground, 4/0, 3-wire, 200 amp

The proposed electrical plan in Attachment 1 is summarized as follows:

1. Locate the Shop circuits underground below the Shop service panel (see photos below).

2. Install a 100-amp subpanel at the Admin Office next to the main panel, and connect a feed line from the main panel to the subpanel. Mount the subpanel on the Admin Office wall next to the existing main panel. Install a circuit breaker for each circuit being extended from the Shop.

3. Install a traffic rated splice box at the Shop breaker panel large enough to carry the circuits to be spliced re-routed. Minimum size shall be 20”x30”x24” deep.

4. Trench and install conductors and conduits from the splice box to the subpanel, approximately 75 feet away. Plan for 100-feet of conduct to provide service loop on each side. Conductors must be sized to carry the load of the circuit, and must be at least the size of the existing wires or larger. Install conductors in a conduit or multiple conduits large enough to carry the wires of each circuit, to meet maximum conduit fill requirements from NEC. Conduits shall be schedule 80

PVC.

5. Run existing circuits into the splice box and splice the conductors to the circuits inside the splice box.

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6. Coordinate with the utility company to disconnect and remove the Shop service.

Lassen Municipal Utility District, Marcus Wright, (530) 257-4174

Shop Circuits to Re-Route to the Admin Office

Item Circuit #s Panel Label Breaker Size

Animal Chutes 6/8 SO. Chute 20 amp Domestic Well 16/18 Pump House 40 amp Exterior Lights 20/22 SE 1, 2, 3 20 amp Exterior Lights 24/26 SW 4, 5, 6 20 amp Exterior Lights 28/30 NE 14, 15, 16, 17. 20 amp Exterior Lights 21/23 NW 11 20 amp Exterior Lights 25/27 NW 8, 9, 10, 12, 13 20 amp

Note: The circuits to be routed currently exit the Shop breaker panel underground and can be intercepted underground. See photo below.

Figure 1: Photo of Shop Service

Shop circuits to extend

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Figure 2: Photo of Shop Breaker Panel

Task 2: Hazardous Material Abatement

The Shop contains lead-based paint, as noted in the attached Hazardous Material testing report (Attachment 3).

The purpose of this work is to conduct a removal action of the lead paint waste and other materials at the Litchfield Wild Horse and Burro Shop prior or as part of demolition of the Shop.

The Contractor shall remove all hazardous waste from the Shop and dispose of it in accordance with federal, state and county laws and regulations. The Contractor shall characterize the wastes on site as either "RCRA-hazardous, "non-RCRA, California-hazardous," or "non-hazardous waste" prior to preparation of the waste for transportation, if applicable.

The overall purpose of this task is:

• Removal of all lead paint materials and other wastes from the site;

• Transportation of lead paint waste and other waste to a permitted facility;

• Satisfy removal action criteria of Title 40 CFR 300.410.

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• Contractor to provide information on how much waste was recycled or sent to the transfer station/landfill.

All work shall be done by HAZWOPER-trained workers in accordance with 29 CFR

1910.120. All work shall be done in compliance with all local, state and federal regulations.

California EPA (DTSC) requires that presumed (pre-1978) lead-based paint chips and dust be disposed of as hazardous waste. At minimum the contractor should employ common-sense measures, such as: Collect paint chips, dust, dirt, and rubble in 6-mil plastic trash bags for disposal.

Task 3: Demolition of the Shop

Demolition work shall comply with the General Specifications for Demolition (Attachment 2).

The building features include:

• 1,680 square feet

• 24-foot x 70-foot

• Wood post framing with wood rafters. Metal siding and roofing.

• Four rooms. Two are storage rooms with swing doors. One is a garage with roll-up door. One is an open shop space.

Photos of the existing shop are in attached (Attachment 4).

The only utility connected to the building is electrical (see Task 1). The fuel tank and propane service have both been relocated. Therea are no water or sewer services to the building.

The BLM will completely remove of all personal property prior to demolition.

The entire shop is to be demolished down to the existing slab, and all contents and materials are to be discarded by the contractor. The shop slab is to remain in-place.

Foundation bolts are to be ground flush with the slab.

The slab and bollards to the south of the shop were from a prior fuel tank. The bollards are to be removed but the slab is to remain in-place.

Any items not designated for demolition around the shop must be protected by the contractor. These include:

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• Any structures not slated for demo, such as the shade structure. The shade structure is not attached to the shop but is immediately adjacent to it. The structure must be protected in-place.

• Any infrastructure, such as the potable water well and electrical pull-boxes.

Contractor shall provide a Solid Waste Report. The report shall include information on how much waste was recycled or sent to the waste disposal stations or landfills. The contractor shall document where all material was discarded and provided receipts.

SOW 5.0 Delivery / Performance Schedule

The following submittals shall be received and approved by the Contracting Officer (CO) prior to issuing a Notice to Proceed.

1. Local and state permits, if any required

2. Confirmation of Lead-certified accreditation and HAZWOPER trained personnel.

3. Health and Safety Plan

4. Removal Plan

The following submittals shall be received and approved before demolition takes place:

1. Verification that electrical utilities were relocated and approval to disconnect and remove the existing utility service by Lassen Municipal Utility District.

The following submittals shall be received and approved prior to final payment:

1. Information on volumes of waste discarded and the locations of where the waste was sent.

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SOW 6.0 Government-Furnished Property, Materials, Services

General:

The Contractor shall furnish all personnel, materials, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform the work tasks defined in this Performance Work Statement, except for those items specified as government-furnished.

Materials:

None.

Equipment:

None.

Services:

None.

Facilities The Government will provide access to the onsite public restrooms.

Utilities The Government will provide access to the onsite water and electrical power for performance of the work. The Contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions that preclude the waste of utilities, which include turning off the water faucets or valves after using the required amount to accomplish the work.

Applicable Publications (Current Editions)

• ANSI A10.6 - American National Standard Safety Requirements for Demolition.

• State of California Code of Regulations Title 17, CCR, Division 1, Chapter 8:

Accreditation, Certification, and Work Practices for Lead-Based Paint and Lead Hazards.

• OSHA Lead in Construction Standard (1926.62) and Cal/OSHA CONSTRUCTION SAFETY ORDERS, LEAD SECTION 1532.1, Title 8, California Code of Regulations (CCR), effective November 4, 1993 (revised March 7, 1997).

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SOW 7.0 Security and Administrative Matters

Security:

The Contractor shall be responsible for safeguarding all Government property provided for Contractor use or under their control, including securing all facilities the Contractor may access after normal business hours.

Contractor shall coordinate work schedule with Contracting Officers Representative to minimize public and employee ingress/egress to the building.

Safety:

The Contractor shall not require, or allow any employee, engaged in the performance of this Contract to work under conditions which are unsanitary, hazardous, or dangerous to his/her health or safety, as determined under safety and health standards promulgated by the Secretary of Labor under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327 et seq.) as amended and other Federal, State and applicable local government safety standards.

Department of Labor Code of Federal Regulations Title 29 and other Federal, State and local government safety standards will apply in its entirety to the Contractor.

Examples of applicable safety standards are OSHA 29 CFR 1910, OSHA 29 CFR 1926, California Title 19, "Public Safety", California Title 8, "General Industry Safety Orders", and 41 CFR, Subpart B, "Public Contracts, General Safety and Health Standards."

The contractor shall also use the “BLM SAFETY AND HEALTH STANDARDS” (The Yellow Book) for reference.

Should the contractor fail to comply with any of these standards and regulations, the contractor shall be found to have defaulted on the terms of the contract.

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Contingency Plan:

Sudden or unusual events could result in a negative impact to the delivery / performance of these requirements.

As an aid to properly plan for such events, the Contractor shall prepare and submit for approval a Contingency Plan for each Place of Performance for these requirements.

The Contractor will outline in detail the method(s) that the Contractor shall use in meeting Contract requirements in the following circumstances:

• a natural disaster occurs which impacts upon the Contractor's ability to perform

• a labor strike occurs which impacts upon the Contractor's ability to perform.

• a hazardous materials spill which impacts the Contractor’s ability to perform or which may affects public safety

• an incident which causes major damage which impacts the Contractor's ability to perform

• other unforeseen circumstances

In all cases, the Contractor will assume that government cannot provide supplemental forces, and continues to need the same or additional performance under the Contract, which the Contractor must meet.

This Contingency Plan shall be submitted as a part of the Contractor proposal.

Emergency Response:

Response to emergency service calls outside of the normal business hours shall not exceed four (4) hours regardless of the time during the day or night, weekends or holidays.

Response to emergency service during normal business hours shall not exceed two (2) hours.

Response is defined as having all personnel and equipment required to correct an emergency at the site of the emergency or at a pre-approved staging area, ready, willing, and able to perform the emergency work. The Contractor will provide a draft emergency response plan prior to Contract start date.

Emergency Services:

On occasion, services may be required to support an activation or exercise of contingency plans outside the normal business hours described above. The Contractor's responsibilities for emergency support will be in accordance with the contingency plan.

Hazardous Materials and Hazardous Response:

The Contractor will conform to all Bureau, Federal, State, and local regulations in the use and disposal of hazardous materials and hazardous waste. The Contractor will provide the appropriate response to any emergency involving hazardous materials at any of the

SOW Page 12 facilities covered by this Contract. The Contractor will provide proof/certification of it's personnel qualified to work with hazardous materials and wastes to the Bureau. The Contractor will notify the Bureau immediately upon discovering a release of hazardous waste into the environment.

Public contact:

Contractor personnel may encounter adjacent landowners or members of the public during the performance of their work.

Contractor personnel will present a professional appearance and be able to provide appropriate identification, including display of proper identification by each employee.

All Contractor and subcontractor personnel shall comply with all Federal and State laws relative to citizenship.

Contractor personnel shall inform any trespassers along the right of way of hazards and, as necessary and appropriate, ask trespassers to leave fenced off or restricted areas.

If Contractor personnel may encounter emergency personnel, policemen, or firemen along the right of way, the Contractor personnel shall notify the On-Site Foreman If Contractor personnel encounter the news media, they should refer all questions to the On-Site Foreman, who shall keep the COR informed of all news media contacts.

Government Observations:

Government personnel other than COR may from time to time observe, photograph, or otherwise record Contract operations. However, these personnel will not interfere with Contractor performance.

Regular Work Hours:

The performance period established for this contract is based upon all work being conducted during regular working hours between 8:00am and 4:30pm, Monday through Friday, excluding government holidays.

If the Contractor desires to carry on work outside regular hours, including Saturdays, Sundays, and government holidays, a request must be submitted to the COR in sufficient time to allow satisfactory arrangements to be made for access to the work site.

Communications:

“Time” for communications received after 3:00pm, after 12:00 pm locally on Fridays, or after 12:00 pm locally prior to a holiday will not start until the next business day. All times are local Pacific Standard Time.

Federal Holidays:

The following Federal Legal Holidays are observed:

New Year’s Day Martin Luther King, Jr. Day President’s Day Memorial Day Independence Day Labor Day

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Columbus Day Veterans Day Thanksgiving Day Christmas Day

Fire Danger Season:

If the Contracting Officer Representative (COR) allows the Contractor to continue work during periods of declared fire danger or season, the Contractor shall comply with all applicable state laws relating to fire prevention and with all special conditions of work as directed by the COR.

Drawings:

Typical Drawings: Any drawings titled typical are general only and dimensions of each structure will be fixed by the Contracting Officer to adapt the design to existing conditions at the structure location.

Reduced Size Drawings: Any drawings identified as "REDUCED SIZE DRAWINGS" are photographically reduced in size. Accordingly, measurements and dimensions should not be taken or be based on any numerical scales shown. Prospective bidders desiring to review a copy of the full size drawings may contact the Contracting Officer identified in the solicitation.

Preservation of Historical and Archeological Data:

The Historic and Archeological Data Preservation Act of 1974, provides for the preservation of historical and archeological data that might otherwise be lost as the result of alterations to the terrain caused by a federal or federally licensed activity or program.

If, in connection with operations under this contract, the Contractor, subcontractors, or the employees of any of them, discovers, encounters or becomes aware of any possible historical or archeological data, objects or sites of cultural value on the project area, such as historical ruins, graves or grave markers, fossils, or artifacts, the Contractor shall immediately suspend all operations in the vicinity of the cultural value and shall notify the Contracting Officer in writing, giving the location and nature of the findings. No objects of cultural resource value may be removed.

Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance and/or changes in the work. If such delays and/or changes are ordered, the time of performance and contract price shall be adjusted in accordance with the Changes clause.

The Contractor will be responsible for protecting the cultural resources within the affected area from damage. In addition, the contractor will be liable for all damage to the identified cultural resources caused by their actions or the actions of their agents or representatives. The Contractor shall immediately notify the Contracting Officer or his representative if any damage occurs to any cultural resource and immediately suspend work in the area in which damage has occurred until authorized to proceed.

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SOW 8.0 Technical Exhibits and Definitions

Standard Definitions:

Physical Condition The Physical appearance of Federal equipment or facilities that considers cracks, chips, dents, abrasions, rust, corrosion, general cleanliness, vibration, operating temperature, and discoloration and other items as identified by the COR..

Physical condition may be determined by visual as well as diagnostic means.

Contracting Officer (CO) The Secretary of the Interior or designated authorized representative who is the only agent capable of signing a federal award or obligating funds.

Contracting Officer’s Representative (COR) The Contracting Officer’s designated representative as indicated in a delegation of authority letter.

Quality Assurance (QA) Surveillance of Contractor performance to determine performance requirements are met.

Performance Requirements Summary (PRS) (see Technical Exhibit below) The PRS identifies the key performance indicators of the Contract that will be evaluated by the Government to assure Contract performance standards are met by the Contractor.

Quality Control Those actions taken by the Contractor to control the production of goods or services so that they meet the requirements of the performance work statement.

Attachments:

Attachment 1: Electrical Plan Attachment 2: General Specifications for Demolition Attachment 3: Hazardous Materials Testing Report Attachment 4: Existing Photos of Shop Attachment 5: Proposed Staging Area

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EXISTING HAY STORAGE

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ADMIN BUILDING OFFICE

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MAINTENANCE SHOP

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EXISTING HAY STORAGE

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UP

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UP

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FENCE

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POTABLE WATER PUMP HOUSE

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NEW MAINTENANCE SHOP

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POTABLE WATER WELL

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EXISTING VET SHED

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PROPANE TANK

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PROPANE TANK

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UP

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O/H SERVICE TO OLD SHOP

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U/G SERVICE TO NEW SHOP

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ANIMAL CHUTE SYSTEMS

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CHK'D BY:

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DESIGN OFFICE:

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DESIGNED BY:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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DESCRIPTION

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MARK

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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ELECTRICAL RE-ROUTE PLAN

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LITCHFIELD SHOP DEMOLITION

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SUSANVILLE

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CALIFORNIA

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ELFO-LWH&B-DEMO-2024

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EAGLE LAKE

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J. SHOBE

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J. SHOBE

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J. SHOBE

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MARCH 2024

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KEYED NOTES

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ADMIN OFFICE SERVICE: UNDERGROUND, 4/0 3-WIRE

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EXISTING SHOP SERVICE: OVERHEAD, 1/0 3-WIRE

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INSTALL 100 AMP SUBPANEL ON ADMIN OFFICE TO SERVE EXTENDED SHOP CIRCUITS.

AutoCAD SHX Text EXTEND SHOP CIRCUITS TO NEW SUPANEL, RUN CONDUIT AND CONDUCTORS SIZED FOR EACH CIRCUIT. ALL WORK SHALL CONFORM TO NEC.SPLICE BOX AT SHOP SHALL BE TRAFFIC RATED, MINIMUM SIZE 20X30 X 24-INCHES DEEP

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SCALE OF FEET

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LEGEND

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GAS LINE

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UNDERGROUND ELECTRIC

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UTILITY POLE

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FENCE BARBED WIRE

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BOLLARD

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HPDE WATER LINE

AutoCAD SHX Text A. THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL NOTIFY 811 USA NORTH, UNDERGROUND SERVICE ALERT SYSTEM (1-800-642-2444) 48 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION B. LOCATIONS OF EXISTING STRUCTURES AND UTILITIES ARE APPROXIMATE. ANY CONFLICT IN PLANNED UTILITY TRENCHING SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR.

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GENERAL NOTES

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EXISTING SPOT ELEV.

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MAINTENANCE SHOP TO BE DEMOLISHED

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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EXISTING PHOTOS

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LITCHFIELD SHOP DEMOLITION

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SUSANVILLE

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CALIFORNIA

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ELFO-LWH&B-DEMO-2024

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EAGLE LAKE

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J. SHOBE

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J. SHOBE

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J. SHOBE

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MARCH 2024

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KEYED NOTES

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ADMIN OFFICE SERVICE: UNDERGROUND, 4/0 3-WIRE

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EXISTING SHOP SERVICE: OVERHEAD, 1/0 3-WIRE

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INSTALL 100 AMP SUBPANEL ON ADMIN OFFICE TO SERVE EXTENDED SHOP CIRCUITS.

AutoCAD SHX Text EXTEND SHOP CIRCUITS TO NEW SUPANEL, RUN CONDUIT AND CONDUCTORS SIZED FOR EACH CIRCUIT. ALL WORK SHALL CONFORM TO NEC.SPLICE BOX AT SHOP SHALL BE TRAFFIC RATED, MINIMUM SIZE 20X30 X 24-INCHES DEEP

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LEGEND

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GAS LINE

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UNDERGROUND ELECTRIC

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UTILITY POLE

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FENCE BARBED WIRE

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BOLLARD

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HPDE WATER LINE

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EXISTING SPOT ELEV.

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EXISTING TOPO

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MAINTENANCE SHOP TO BE DEMOLISHED

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SHADE STRUCTURE TO REMAIN IN-PLACE

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POTABLE WATER SHED

ADMIN OFFICE

General Specifications for Demolition

PART 1 SCOPE

1.1 SUMMARY

A. Section Includes: Selective demolition as designated or required to provide for new Work. Refer to Drawings for additional demolition notes. Work includes, but is not necessarily limited to, the following:

1. Demolition of designated structures.

2. Removal of designated materials and finishes.

3. Disconnecting and capping identified utilities.

4. Removal of demolished materials from site.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or recycled.

B. Remove and Salvage: Detach items from existing construction and deliver them to Owner.

C. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or recycled.

1.3 REFERENCE STANDARDS

A. American National Standards Institute

1. ANSI A10.6 - American National Standard Safety Requirements for Demolition.

1.4 PERFORMANCE REQUIREMENTS

A. Salvage and recycle demolition waste in accordance with local, state and federal laws.

1.5 ADMINISTRATIVE REQUIREMENTS

A. Coordination:

1. Coordinate utility and building services interruptions with Owner.

2. Pre-Demolition Meeting: Conduct pre-demolition meeting. Convene pre-demolition meeting one week prior to commencing work of this Section

C. Sequencing:

1. Sequence operations to maintain safe working conditions and preserve existing work that is to remain.

2. Sequence demolition so as not to undermine or compromise vertical and lateral load carrying capacity of structures that are to remain.

D. Scheduling:

Attachment 2

1. Schedule work at Owner’s convenience to cause minimal interference with Owner’s normal operations.

2. Schedule utility and building services interruptions with Owner. Schedule tie-ins to existing systems to minimize disruption.

3. Cooperate with Owner in scheduling noisy, dirty, or wet work.

4. Cooperate with Owner in scheduling waste removal that may impact Owner’s operations.

1.6 SUBMITTALS

A. Existing Building Documentation: Submit the following for existing buildings indicated to remain.

1. Report of inspections conducted with Owner both before and after performing work.

2. Survey indicating position and elevation of exterior building features.

3. Photographic survey indicating conditions before, during, and after demolition work.

1.7 QUALITY ASSURANCE

A. Requirements of Regulatory Agencies:

1. Perform Work in accordance with rules and regulations of state and local agencies having jurisdiction for demolition of structures, safety of adjacent structures, dust control, runoff control, and disposal of debris.

2. Conform to rules and regulations of state and local agencies having jurisdiction when hazardous or contaminated materials are discovered.

1.8 SITE CONDITIONS

A. Contractor and Owner shall establish a construction area that is to be maintained by the Contractor throughout demolition.

B. Safety is the Contractor’s responsibility for all activities related to demolition and all activities within the established construction area.

C. Conduct demolition to minimize interference with adjacent [and occupied] building areas.

D. Conduct demolition and debris removal operations to minimize interference with adjacent roads, streets, walks, and other adjacent occupied and used facilities.

E. Conduct demolition and debris removal operations with minimum interference to public or private access. Maintain protected egress and access from adjacent structures at all times.

F. Where existing conditions conflict with representations of the Contract Documents, notify Owner’s Representative and obtain clarification. See also inspection requirements under Existing Building Documentation Article. Do not perform work affecting the conflicting conditions until clarification of the conflict is received.

G. Hazardous Materials:

1. Refer to the Hazardous Materials testing report for the building. Perform all removal of hazardous materials on the structure in accordance with the law.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 EXISTING BUILDING DOCUMENTATION

A. Before performance of work, make inspection and report defects and structural weaknesses of structures to be partially demolished, cut, or removed, of adjacent structures, and of improvements remaining.

B. After performance of work, make inspection and document conditions including defects and structural weaknesses of:

1. Adjacent structures indicated to remain.

2. Structures partially demolished, cut, or removed.

3. Improvements indicated to remain.

C. Owner will accompany Contractor before and after performance of Work to confirm physical condition of existing structures or improvements indicated to remain.

3.2 EXAMINATION

A. Review Project Record Documents of existing construction provided by Owner’s Representative does not guarantee that existing conditions are same as those indicated in Project Record Documents.

B. Determine where demolition may affect structural integrity or weather resistance of adjacent buildings indicated to remain.

a. Identify measures required to protect buildings from damage.

b. Identify remedial work including patching, repairing, bracing, and other work required to leave buildings indicated to remain in structurally sound and weathertight and watertight condition.

C. Verify hazardous material abatement is complete before beginning demolition.

D. Examine areas affected by work of this Section and verify following:

1. Disconnection of utilities as required.

2. Those utilities serving occupied portions of buildings will be disturbed – needs to be coordinated.

3. Removal by Owner of Owner’s personal property, movable furniture, and equipment items not designated for relocation.

E. Inventory and record the condition of items to be removed and salvaged.

F. When unanticipated mechanical, electrical, or structural elements are encountered, investigate and measure the nature and extent of the element. Promptly submit a written report to Owner.

3.3 PREPARATION

A. Consult with Owner prior to commencing demolition work and determine which existing items are to be salvaged and retained or can be reused in the work. These items shall be carefully removed to avoid damage and shall be delivered to Owner or stored as directed.

B. Lay out work to be demolished at job site and coordinate with related work for which cutting is required.

C. Review proposed layout with Owner’s Representative prior to performing demolition.

D. Existing Utilities:

1. Notify affected utility companies before starting work and comply with their requirements.

2. Mark location and termination of utilities.

3. Do not start demolition work until utility disconnection and sealing have been completed and verified in writing.

4. Take care to ensure that utilities to remain and portions thereof which are not required to be demolished or removed.

5. Locate, identify, disconnect, and seal or cap off indicated utilities serving areas to be demolished.

6. Locate, identify, and protect known utilities indicated to remain from damage. Should damage occur, notify Owner’s Representative and repair at no additional cost to the Contract.

7. Verify that those utilities serving occupied portions of buildings will not be disturbed-unless coordinated with the Owner.

E. Prevent movement or settlement of adjacent structures. Provide bracing and shoring.

F. Protect existing improvements indicated to remain from damage during demolition.

G. Locate, identify, and protect known utilities indicated to remain from damage. Should damage occur, notify Owner’s Representative and repair at no additional cost to the Contract.

3.4 SALVAGE REQUIREMENTS (NONE)

3.5 DEMOLITION REQUIREMENTS

A. Disposition of Existing Improvements:

1. Materials forming portions of permanent structure designated for demolition shall become Contractor’s property, and Contractor shall be responsible for their removal unless otherwise noted.

2. Owner has removed all personal property from the structure to be demolished. Any movable items or furniture shall be the Contractor’s property.

B. Sprinkle or wet down Work and areas affected by this Work as required to prevent dust and dirt from rising. Provide hoses and water connections required for this purpose.

3.6 DEMOLITION

A. Perform work in accordance with ANSI A10.6 unless otherwise noted.

B. Conduct demolition to minimize interference with adjacent and occupied building areas.

C. Maintain protected egress from and access to adjacent existing buildings at all times.

D. Do not close or obstruct roadways or sidewalks without permits.

E. Cease operations immediately when safety or dangerous issues are identified and notify

Owner’s Representative.

F. Disconnect, cap, and identify designated utilities within demolition areas.

G. Remove designated interior structures, parts, and finishes at beginning of work to minimize hazardous working conditions and to provide comparatively clean surfaces for installation of new work.

H. Concrete:

1. Demolish by means of saw cutting, drilling, chipping, breaking, or a combination thereof, as indicated or required.

I. Lower heavy structural framing members by hoist or crane.

3.8 REMOVAL OF DEBRIS

A. Remove all debris and material from the demoltion.

B. Remove demolished materials from site except where specifically noted otherwise.

C. Remove materials as Work progresses. Upon completion of Work, leave areas in clean condition.

D. Remove salvage and debris as they accumulate. Do not permit presence of debris to delay progress of related work.

E. Remove materials in a manner to prevent spillage.

F. Nothing to be removed from site shall be stored, sold, burned, or buried on site.

3.9 REPAIRS

A. Promptly repair damage to adjacent construction caused by demolition operations.

B. Where repairs to existing surfaces are required, patch to restore surface to original or better condition.

C. Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

3.10 CLEANING

A. Clean adjacent improvements scheduled to remain of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing before building demolition operations began.

5740 Arville Street, Suite 209 | Las Vegas, NV. 89118 | 702-547-6186 | www.northwindgrp.com

2/01/2024

Justin Shobe Contract No: 140L0623D0008 District Engineer NWGC Project No: 150005.500.07 Bureau of Land Management Northern California District jshobe@blm.gov 707-296-6573

SUBJECT: ASBESTOS AND LEAD BASED PAINT INSPECTION, SAMPLING AND, ANALYSIS REPORT FOR THE

LITCHFIELD WILD HORSE AND BURRO FACILITY, LITCHFIELD, CALIFORNIA

Dear Mr. Shobe, North Wind General Contractors (NWGC) has completed the asbestos and lead (Pb) based paint (LBP) inspection, sampling, and analysis for the subject site. The site is identified as the Litchfield Wild Horse and Burro facility, near Litchfield, California. The project summary is below and supporting documentation can be found in the Enclosures.

Project Summary

Asbestos containing material (ACM) and LBP inspection, sampling, and analysis:

• NWGC sub-contracted Patriot Environmental Laboratory (Patriot) for the ACM and LBP inspection services.

• Patriot mobilized to the site and completed the inspection and sampling activities on January 24, 2024.

• A total of six (6) samples of suspected ACM were collected and analyzed for asbestos by Polarized Light

Microscopy (PLM).

o All samples returned results of non-detect (ND) for asbestos.

• A total of 15 samples were collected and analyzed for lead-based paint.

o Two (2) of the 15 samples returned results above the HUD Guidelines threshold of 5,000 ppm for lead and are considered lead-based paint.

Please see the enclosed Asbestos and LBP reports for sample details, analytical reports, and recommendations.

If you have any questions, please do not hesitate to contact me at (505-634-8301) or felipe.aragon@northwindgrp.com .

Sincerely, Felipe Aragon

Enclosures: Patriot Asbestos Survey Report Patriot Lead-Based Paint Inspection Report cc: Kevin Redmond, NWCS (via email)

Attachment 3 mailto:jshobe@blm.gov mailto:felipe.aragon@northwindgrp.com

5740 Arville Street, Suite 209 | Las Vegas, NV. 89118 | 702-547-6186 | www.northwindgrp.com

ENCLOSURES

PATRIOT ASBESTOS SURVEY REPORT

PATRIOT LEAD-BASED PAINT INSPECTION REPORT

January 24, 2024

Felipe Aragon North Wind General Contractors 5740 Arville Street, Ste 209 Las Vegas, NV 89118

Re: Full Asbestos Survey Litchfield Wild Horse and Burro 474-000 Hwy 395 East – Admin Building Litchfield, CA 96117

Project No: SC167627

Dear Mr. Aragon, On January 24, 2024, California DOSH Certified Site Surveillance Technician, Chad Calhoun (CSST# 06-4014) of Patriot Environmental Laboratory Services, Inc. (Patriot) performed a limited asbestos inspection at the above subject property located in Marina, California. The purpose of the inspection was to determine if asbestos is present in the building materials soon to be disturbed by an upcoming demolition at the subject property.

Summary of Findings

No asbestos was detected in the building materials sampled.

Property Description

The subject property is a commercial structure. The subject building is a single-story wood and metal frame building set on a cement slab foundation.

Scope of Work

On January 24, 2024, Mr. Chad Calhoun (CSST# 06-4014) of Patriot conducted a limited asbestos inspection at the subject property. The interior and exterior of the building were visually inspected for the purpose of identifying suspect asbestos containing materials soon to be disturbed by an upcoming demolition at the subject property. Once the inventory of suspect materials was created, physical bulk samples were collected of the materials from representative locations. Samples were collected in airtight containers. Upon collection, sample numbers, descriptions, and collection locations were entered on to a chain of custody for transportation to Patriot's NVLAP accredited laboratory.

Sampled Suspect Materials

Samples of the following suspect materials were collected:

Black Roof Mastic Concrete --

Sample Protocol/Analysis

Samples were collected in accordance with the Asbestos Hazard Emergency Response Act (40 CFR 763 Subpart E) as mandated by Cal/OSHA (Title 8 Section 1529) and Lassen County Air Pollution Control District.

Physical bulk samples were analyzed by Patriot. Patriot is accredited by the National Voluntary Laboratory Accreditation Program (201022-0). The method of analysis was Polarized Light Microscopy (EPA 600/M4-82-020).

Recommendations

No asbestos was detected in the building materials sampled. Therefore, no recommendations are warranted at this time.

Disclaimer

Limited destructive sampling was conducted at the subject property. If additional suspect materials are discovered during renovation, all work should cease until a Certified Asbestos Consultant is contracted to ascertain the possibility of asbestos content. This inspection was performed in accordance with current regulations and state of the art practices. The inventory of asbestos containing materials and determination of their condition are based upon observations at the time of inspection. Patriot does not assume responsibility for future regulatory changes or changes in the condition of the building or materials.

Enclosed is the laboratory analysis report. Please contact our office if there are any questions regarding this inspection.

Sincerely, Patriot Environmental Laboratory Services, Inc.

Maxwell Yourman Certified Asbestos Consultant No. 18-6333

Enclosure: Laboratory Results Sample Location Diagram Certification

PLM Asbestos Identification

Certificate of Analysis

North Wind General Contractors

Felipe Aragon

5740 Arville Street, Ste 209

Las Vegas, NV 89118

Date Received: 1/25/2024

Number of Samples: 6

Material DescriptionLab/Client ID/Layer Location Color Composition (%)

Report Number: 1013835 Revised

Project Name: Litchfield Wild Horse and Burro

Date Reported: 1/30/2024

Claim Number:

Project Number: SC167627

Project Location: 474-000 Hwy 395 East

Litchfield, CA 96117

Date Analyzed: 1/26/2024 PO Number:

Date Collected: 1/24/2024 Collected By: Chad Calhoun

1013835-001 Admin Building - Roof -

Vent Penetration01

90% Tar

10% Cellulose

BlackRoof Mastic

None DetectedTotal Asbestos

1013835-002 Admin Building - Roof -

Nail Heads02

90% Tar

10% Cellulose

BlackRoof Mastic

None DetectedTotal Asbestos

1013835-003 Admin Building - Roof -

Nail Heads03

90% Tar

10% Cellulose

BlackRoof Mastic

None DetectedTotal Asbestos

1013835-004 Admin Building - Slab

Foundation04

100% Non-

Fibrous Material

GreyConcrete

None DetectedTotal Asbestos

1013835-005 Admin Building - Slab

Foundation05

100% Non-

Fibrous Material

GreyConcrete

None DetectedTotal Asbestos

1013835-006 Admin Building - Slab

Foundation06

100% Non-

Fibrous Material

GreyConcrete

None DetectedTotal Asbestos

PLM Asbestos Identification

Certificate of Analysis

North Wind General Contractors

Felipe Aragon

5740 Arville Street, Ste 209

Las Vegas, NV 89118

Date Received: 1/25/2024

Number of Samples: 6

Material DescriptionLab/Client ID/Layer Location Color Composition (%)

Report Number: 1013835 Revised

Project Name: Litchfield Wild Horse and Burro

Date Reported: 1/30/2024

Claim Number:

Project Number: SC167627

Project Location: 474-000 Hwy 395 East

Litchfield, CA 96117

Date Analyzed: 1/26/2024 PO Number:

Date Collected: 1/24/2024 Collected By: Chad Calhoun

Esmeralda Jimenez - Approved ByDenis Hau - Analyst

This is an amended report issued on 1/27/24 and reissued 1/30/24. The project address and name have been updated.

Bulk sample(s) submitted was (were) analyzed in accordance with the procedure outlined in the US Federal Register 40 CFR Appendix E to Subpart E of

Part 763 and EPA-600/R-93/116. Samples were analyzed using Calibrated Visual Estimations (CVES); therefore, results may not be reliable for samples of low asbestos concentration levels. Samples of wall systems containing discrete and separable layers are analyzed separately and reported as composite unless specifically requested by the customer to report analytical results for individual layers. This report applies only to the items tested as received.

Results are representative of the samples submitted and may not represent the entire material from which the samples were collected. “None Detected” means that no asbestos was observed in the sample. “<1%” (less than one percent) or Trace means that asbestos was observed in the sample but the concentration is below the quantifiable level of 1%. This report was issued by a NIST/NVLAP (Lab Code 201022-0) and CA Water Board ELAP (Cert.

No. 2900) accredited laboratory and may not be reproduced, except in full without the expressed written consent of Patriot Environmental Laboratory

Services, Inc. This report may not be used to claim product certification, approval or endorsement by NIST, NVLAP, CA-ELAP or any government agency.

(not to scale) Sample Location Diagram

2 1

Room 1 Room 2 Room 3 Room 4

Litchfield Wild Horse and Burro 474-000 Hwy 395 East Litchfield, CA 96117

Project No: SC167627

February 1, 2024

Felipe Aragon North Wind General Contractors 5740 Arville Street, Ste 209 Las Vegas, NV 89118

Re: Limited Lead-based Paint Inspection Litchfield Wild Horse and Burro 474-000 Hwy 395 East Litchfield, CA 96117

Project No: SC167627

Dear Mr. Aragon, On January 24, 2024, California DPH Certified Lead Sampling Technician, Chad Calhoun (LRC#-00003327) of Patriot Environmental Laboratory Services Inc. (Patriot) performed limited lead-based paint sample collection services for the site listed above. The structure surveyed included a single-story, commercial building. A total of fifteen (15) paint chip samples were collected from various locations throughout the interior/exterior of the subject structure.

FINDINGS

The samples were collected at these locations and yielded the following results:

SAMPLE

COLOR/

MATERIAL

SUBSTRATE LOCATION CONDITION RESULTS

(ppm)

01L Green/ Paint Chip

Wood Exterior – Wall – Side A Fair <200

02L Green/ Paint Chip

Drywall Roof – Eave – Side A

Fair <200

03L Green/ Paint Chip

Wood Roof – Eave – Side C

Fair <200

04L Green/ Paint Chip

Wood Roof – Rafter Tail

– Side A

Fair 10,000

05L Green/ Paint Chip

Wood Roof – Rafter Tail

– Side C

Fair 1,200

06L Beige/ Paint Chip

Wood Exterior – Roll-up Door – Jamb – Side

A

Fair <200

07L Green/ Paint Chip

Wood Room 1 – Upper Wall – Trim – Side

Fair <200

A 08L Beige/Green /

Paint Chip Wood Room 2 – Door –

Jamb – Side D Fair <200

09L Beige/ Paint Chip

Wood Room 3 – Wall – Side A

Intact <200

10L Beige/ Paint Chip

Wood Room 3 – Wall– Side B

Intact <190

11L Beige/ Paint Chip

Wood Room 3 – Wall – Side C

Int…