B08_Solicitation_(Attachment_1_Statement_of_Work)_.pdf

WILSON’S CREEK NATIONAL BATTLEFIELD

REPUBLIC, MISSOURI

Demo Double Springs Structures, and Gunpowder Storage, Rehab Demo Site

PMIS 171581

PROJECT STATEMENT OF WORK

NATIONAL PARK SERVICE

3/20/2023

STATEMENT OF WORK

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TABLE OF CONTENTS

Service General Requirements

1. Location and Description of Work

2. Existing Utilities

3. Contractor’s Use of Premises

4. Examination of Site

5. Submittals

6. Temporary Services

7. Project Closeout

Maps / Photographs

1. Exhibit 1: Double Springs Farm Site Map

2. Exhibit 2: Maintenance Complex Site Map

3. Exhibit 3: Structure Map of Double Springs Complex

4. Exhibit 4: Detailed Demolition Instructions

5. Exhibit 5: Detailed Pictures and Description of Each Structure

6. Exhibit 6: Structure 6 Asbestos Report

7. Exhibit 7: Structure 6 Lead Base Paint Report

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SERVICE GENERAL REQUIREMENTS

PART 1 – GENERAL

ITEM 1 – LOCATION AND DESCRIPTION OF WORK

1.1 Background: Wilson’s Creek National Battlefield acquired the Double Springs property in 2006 and at that time was a working modern farm. Since that time most of the structures have been removed, leaving several concrete foundations, an early 1900s era farmhouse and a few small structures. It is the intent of

Wilson’s Creek National Battlefield to remove these modern structures and foundations and restore this area to its natural state.

1.2 Work Covered by the Contract Documents:

Project Location: The project location will be located at Wilson’s Creek National Battlefield in two separate sites. The main park address is 6424 West FR 182 Republic Mo 65738. The majority of the work will take place at the Double Springs Farm location and one structure near the Maintenance Complex of Wilson’s

Creek National Battlefield. See exhibits 1 and 2 for detailed site maps and locations.

Work consists of: This project will include removal of early 1900s era farmhouse, permanent well abandoning / capping (2 ea.), removal of associated septic tank, and removal of vacated adjacent structures and foundations. (See exhibits 3, 4 and 5 for structure locations, detailed work descriptions and pictures.)

A National Park Service archeologist will monitor the removal of these structures. If they feel the project needs to stop due to uncovered artifacts or culturally significant items are located, they will immediately notify the site supervisor and the COR and work will stop immediately. Following removal of structures, any remaining fill gravel will be removed, and the remaining holes will be filled, leveled, and graded using clean soil with at least a 4-inch top layer of clean topsoil. All fill soil will be provided by the contractor and inspected by COR. Soil will be free of any contaminants, construction debris, and have no rocks over 4 inches in diameter. New soil will be compacted to insure there is no settling or ground erosion. If there is any noticeable settling after one year the contractor will be required to refill, compact, and reseed in those areas.

All groundwork will present a natural appearance and blend in with existing contour of the ground. Finally, the entire work area will be reseeded using a blend of native grasses harvested in SW Missouri or an approved equal, (Big Blue Stem, Little Blue Stem / Indian Grass Mixture) and covered in good clean straw.

There are 19 various locations that will need to be addressed and removed. Eighteen of these locations are located within a five-acre perimeter at the Double Springs Farm. The remaining location is located approximately 3 miles to the north, inside the maintenance complex of Wilson’s Creek National Battlefield.

See the attached maps, tables, and pictures to identify the different locations and work to be completed. All measurements are estimates and must be field verified by contractor.

Structure six has been tested and did test positive for asbestos in the underlayment for the flooring in the kitchen and lead in the paint on some of the exterior siding. The contractor will be required to dispose of the asbestos and lead paint areas according to the State of Missouri and Federal laws.

Structures 5.2 and 7 both contain an existing well. Contractor will be required to cap and fill these wells in accordance with Department of Natural Resources and the State of Missouri.

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The work of this contract includes furnishing all labor, equipment, and materials necessary to restore the sites to their original ground conditions. If the contractor has the capability to work in more than one site at a time, coordination will be required with the CO and COR.

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

Period of performance: Work shall be completed within 180 calendar days. The period of performance is inclusive of 15 weather days. Structure 6 must be removed between the time frame of October 15th and March 14th due to avoid any possible impact to sensitive bat species.

All other structures can be removed anytime within the period of performance.

ITEM 2 - EXISTING UTILITIES

2.1 Existing Utilities: Notify Contracting Officer (CO), Contracting Officer’s Representative (COR) and utility companies to coordinate proposed locations, times for excavation and request location services prior to any digging operation.

2.2 Contractor shall be responsible for locating and preventing damage to known utilities. If contractor damage occurs, alert CO and COR as soon as safely possible, and repair utility at no additional expense to the Government. If damage occurs to an unknown utility, contact CO and COR as soon as safely possible.

2.3 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated below:

2.3.1 Notify CO and COR not less than two business days in advance of proposed utility interruptions.

2.3.2 Hours for Utility Shutdowns: Shutdowns shall not exceed 2 to 3 hours. Temporary provisions will be needed by the Contractor for periods longer than stated allowance or if required for critical systems as determined by COR.

ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct 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. See following website for detailed list of park rules and regulations.

https://www.nps.gov/wicr/learn/management/superintendent-s-compendium.htm

A. No signs or advertisements (except those specified herein and as required for safety) shall be displayed on the site or within the park unless approved by the Contracting Officer.

B. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.

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C. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public. (See Exhibits 1 and 2 for site maps.)

3.2 On-site work hours: Work shall be generally performed during normal business working hours of

7:30a.m. to 4:15 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. Limit use of premises to area of service provided as shown on site plan. (See Exhibits 1 and 2 for site plans.) Do not disturb portions of

Project site beyond areas in which the Work is indicated.

B. Limits: See Exhibits 1 and 2 for site plans.

C. Driveways and Entrances: Keep driveways, access roads, and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize use of driveways and entrances.

D. Limit site disturbance, including earthwork and clearing of vegetation, to:

a. 20 feet of structures perimeter

b. Not more that 18 inches below existing foundations.

E. Utilities

a. General: Cost or use charges for temporary facilities shall be included in the Contract

Sum as required.

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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b. Water Service: Water from existing water system is not available for use without metering and without payment of use charges. Provide connections and extensions of services as required for operations without any additional permit costs. Use resources wisely and minimize waste of water.

c. Electric Power Service: Electric power from existing system is not available for use without metering and without payment of use charges. Provide connections and extensions of services as required for operations without any additional permit costs. Power may or may not meet your power tool requirements, provide generators if questionable. Use power in a resourceful manner and avoid excess power waste.

d. Toilets: Contractor provided for contracting personnel, sufficiently lighted and ventilated toilet facilities in weatherproof, sight proof, handicap accessible (if required), sturdy enclosures with privacy locks. Coordinate with COR for approved location if not shown on attached site plan.

F. Security and Protection facilities: Some of this may be relevant and some may not.

1 Environmental Protection: Provide protection, operate temporary facilities, and conduct work 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.

2 Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project Area, all service equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Disassembly of equipment components or specialized inspection tools are not required.

3 Site Security: The Contractor shall ensure that the gate to work site is secured and locked each night before leaving the site.

4 Tree and Plant Protection: Provide Tree Protection fence at drip line of trees impacted in service area. Coordinate with COR.

b. Restore damaged areas to original condition, repairing or replacing damaged trees and plants, at no additional expense to the Government.

c. Provide temporary barriers to protect existing trees and plants and root zones.

d. Do not remove, injure, or destroy trees or other plants without prior approval.

Consult with Contracting Officer Representative and remove agreed-on roots and branches that interfere.

e. Do not fasten ropes, cables, or guys to trees.

f. Carefully supervise excavating, grading, filling, and other operations near trees to prevent damage.

3.4 Storage - Staging Areas:

A. Confine Storage of materials and equipment to the project staging area noted on the plans/aerial. No cost specific storage and staging area’s may be discussed at the kickoff meeting. (See Exhibits 1 and 2 for designated staging areas.)

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3.5 Preservation of Natural Features: The Contractor shall at all times protect the existing creeks and streams in the immediate area from pollution and contamination. The existing creek is outside the boundaries of the site plan and will not be used for cleaning of equipment in any means.

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.

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 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.

3.8 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 within 7 days from time of taken or as approved by COR.

3.9 Fire and Life Safety:

1 Comply with the requirements of NFPA.

2 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.

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 an emergency response kit.

3.10 Noise and Acoustics Management: N/A

ITEM 4 - EXAMINATION OF THE SITE

4.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids.

Contractors will be accountable for understanding existing conditions. No cost changes for items viewable during the site visit will be allowed. Contractors will be expected to complete the work as quoted.

ITEM 5 – SUBMITTALS

5.1 General Submittal Procedures:

A. General: Prepare and submit submittals for approved equipment as specified https://www.osha.gov/laws-regs/regulations/standardnumber/1926

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

National Park Service Form CM-16. The form will be provided by the Contracting Officer.

Deliverable Schedule

Deliverable Description Quantity Date Completed

1 Letter designating Project Superintendent Electronic Copy

Before Preconstruction Meeting

2 Construction Schedule. Electronic Copy

Before Preconstruction Meeting

3 A comprehensive breakdown of the Schedule of Values.

Electronic Copy

Before Preconstruction Meeting

4 Accident Prevention Plan. Electronic Copy

Before Preconstruction Meeting

5 A list of Subcontractors for this project. Electronic Copy

Before Preconstruction Meeting

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

Electronic Copy

Before Preconstruction Meeting

7 Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

Electronic Copy

Before Preconstruction Meeting

8 Waste Management Plan. Electronic Copy

Before Preconstruction Meeting

9 Quality Control Plan. Electronic Copy

Before Preconstruction Meeting

10 Storm Water Pollution Prevention Plan. Electronic Copy

Before Preconstruction Meeting

11 Recycling Materials (Pounds or Tons) Electronic Copy

To be provided at the end of the project.

12 Demolition Plan Electronic Copy

Before Preconstruction Meeting

13 Asbestos Removal Plan Electronic Copy

Before Preconstruction Meeting

14 Provide Evidence of Contractor and Subcontractors Qualifications

Electronic Copy

Before Preconstruction Meeting

15 Asbestos Hazard Abatement Plan (AHAP) Electronic Copy

Before Preconstruction Meeting

16 EPA MAP Training Certification Electronic Copy

Before Preconstruction Meeting

17 Respiratory Protection Program Electronic Copy

Before Preconstruction Meeting

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ITEM 6 – TEMPORARY SERVICES

6.1 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 7 - PROJECT CLOSEOUT

7.1 Cleaning: Remove all tools, equipment, surplus materials, and rubbish. At time of final inspection, project shall be thoroughly clean and ready for intended use.

7.2 Completion: Contractor shall request a final inspection to the Contracting Officer and COR.

7.3 Warranties:

A. Workmanship Warranty will be based on project acceptance and will remain in effect for 1 year following acceptance. The contractor will also support manufacturer warrantied items and repair work during this period.

B. If there is any noticeable settling of the ground after one year the contractor will be required to refill, compact, and reseed.

END OF SECTION

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Exhibit 1: Double Springs Farm Site Map

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Exhibit 2: Maintenance Complex Site Map

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Exhibit 3: Structure Map of Double Springs Complex

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Exhibit 4: Detailed Demolition Instructions

Item

No.

Structure

No. Type Work To Be Completed

1 1

Concrete Pilers

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

2 2

Foundation

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

3 3

Concrete Slab

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

4 4

Foundation

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

5 5

Concrete Slab

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

6 5.1

Tin Structure /

On Concrete

Pad

Building and associated scale parts is to be removed. All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical

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7 5.2

Tin Structure /

On Concrete

Pad

Building and is to be removed. All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried. Well casing, is to be cut 18 inches below ground surface, filled, capped and paperwork filed in accordance with State of Missouri

DNR Guidelines. https://dnr.mo.gov/document-search/abandoned-wells-locating-plugging-reporting-pub2900/pub2900

8 6

Farmhouse

Building and is to be removed. All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried. Septic tank is to be removed and hole filled; lateral lines may remain in place and buried. Asbestos flooring and lead based painted siding is to be removed and disposed of in accordance with State of Missouri and Federal Laws.

9 7

Concrete

Structure

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried. Well casing, is to be cut 18 inches below ground surface, filled, capped and paperwork filed in accordance with State of Missouri DNR Guidelines.

https://dnr.mo.gov/document-search/abandoned-wells-locating-plugging-reporting-pub2900/pub2900

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10 8

Stone Structure

/ Rock Wall

All concrete, fill gravel / rock, metal and debris in this area is to be removed (to include adjacent rock walls and slab), holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

11 9

Concrete Slab /

Rock Wall

All concrete, fill gravel / rock, metal and debris in this area is to be removed, (to include adjacent surrounding rock / concrete walls) holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

12 10

Concrete Slab

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

13 11

Concrete Slab

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

14 12

Concrete Slab

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

15 13

Cattle Guard

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

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16 14

Foundation /

Retaining Wall

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. Associated railroad tie retaining wall and adjacent barb wire fence is to be removed. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

17 15

Foundation /

Debris

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

18 16

Concrete Pad

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

19 17

Center Block

Structure

All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried.

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Exhibit 5: Detailed Pictures and Description of Each Structure

Structure 1: A rectangular area, measuring approximately 128 x 60 feet, with high vegetation.

Approximately ten square concrete structural pillars, measuring approximately 2ft x 2ft x 3ft, with rebar are evenly spaced on the western and eastern sides of Structure 1.

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Structure 2: Structure 2 is a rectangular area, approximately 80 x 60 feet, with a thin concrete foundation around the perimeter of the structure and inset concrete pillars in various locations.

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Structure 3: A large concrete slab with rebar located in several areas around the perimeter. The concrete slab measures approximately 100 x 40 feet and 8 inches thick. A concrete entrance ramp is located on the eastern side of the structure area and an electrical outlet is located off the southwestern corner.

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Structure 4: This structure area measures approximately 72 x 20 feet and has concrete walls that are roughly 15 inches tall on the eastern, northern, and western sides of the structure. An interior wall of concrete at the same height separates this structure into two rooms. Iron posts are located in the center of the structure and an electrical box is location on the northeast corner.

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Structure 5: This area is composed of two extant sheet metal structures, labeled Structure 5.1 and

Structure 5.2, and an associated large concrete slab with several metal and wooden posts. The concrete slab measures approximately 170 x 87 feet. At the center of the concrete slab are 4 ferrous metal posts, roughly 1.5 meters tall. Additionally, two wooden posts are located on the northeast portion of the concrete slab, south of Structure 5.2. On the southern extent of the concrete slab are twelve concrete pillars with rebar, similar to those described at Structure 1.

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Structure 5.1: Is a sheet metal barn that was used to weigh cattle, approximately 24 x 16 feet. Structure

5.1 has a small crawl space roughly 3 feet in height covering approximately half of the structure. Inside this crawl space is the metal framework for a scale system. The entrance to this crawl space is located in the northeast corner of Structure 5.1.

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Structure 5.2: Is a sheet metal sided building measuring 10 x 14 feet and includes a concrete slab foundation and insulation. Underneath the floor in the west section of the building is an access to a hand dug well and well casing.

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Structure 6: A two story house structure with white exterior and green roofing. This structure measures approximately 48 x 36 feet.

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Structure 7: A small concrete constructed open case pump house and well. This structure measures approximately 8 x 5 x 6 feet and has an entrance way on the north side of the structure. Inside is a modern day well casing.

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Structure 8: A stone structure, measuring approximately 18 x 11 feet and comprised of field stone masonry with a wooden door. The structure has a metal roof and borders a field stone retaining wall on the north side of Structure 8. Field stone stairs on the west side of this structure connect to Structure 9.

The field stone retaining wall continues to parallel Structure 8 on the west side. On the east side there is a field stone retaining wall that measures approximately 5 ft tall for the first 18 ft and then 2 ft tall for the next 45 ft, with a 5 x 8 slab at the end.

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Structure 9: This structural remain measures approximately 75 x 30 feet and has a raised trapezoidal concrete platform in the center measuring 42 x 10.5 feet and 10 inches in height. This structural remain is enclosed on the north and east sides by a stone retaining wall that is approximately 7.5 ft tall x 75 ft long and a partial free-standing wall on the south side of the Structure 9.

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Structure 10: A small concrete slab, measuring approximately 26 x 15 feet, west of Structure 3 and south of Structure 4. The concrete slab is flush with the ground surface and is heavily vegetated.

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Structure 11: A small concrete slab, measuring approximately 15 x 10 feet, and roughly 2 – 4 inches off the ground surface.

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Structure 12: A small concrete slab, measuring approximately 18 x 18 feet and roughly 2 -4 inches above the ground surface.

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Structure 13: A cattle guard with ten wood slats and a concrete foundation. This structure measures approximately 10 x 8 feet and is ground level.

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Structure 14: This structural remain is a rectangular concrete foundation measuring approximately 10 x 8 feet. Along the east side of the structure is a wall made of older railroad ties measuring approximately 40 feet.

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Structure 15: A large concrete foundation measuring approximately 32 x 25.5 feet with a large pile of miscellaneous farming debris on top of it.

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Structure 16: A rectangular concrete pad with several large, felled trees on top. This structural remain measures approximately 20.5 x 10 feet.

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Structure 17: A square structure located inside the maintenance complex of Wilson’s Creek National Battlefield, measured approximately 9 x 9 x 8 and is composed of cinder blocks and a south-facing wooden door. The interior of the structure has compacted floor foundation.

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Exhibit 6: Asbestos Report

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Exhibit 7: Structure Six Lead Paint Report