7._SOW_Igloo_Demo_OB001_1603_D0018_D0019.pdf

State of Ohio Adjutant General’s Department Directorate of Installation Management and Resources

Scope of Work:

Demolition of Igloo(s) 1602, 1603, D-0018, and D-0019

Prescribing Directive is NGB-420-10. Proponent NGB-ARI;

Project # 3918079

Camp Ravenna Joint Military Training Center; Newton Falls, Ohio 44444

Prepared by:

SSG McCorkle, Patrick D

Project manager

20 July 2018

TABLE OF CONTENTS

ARTICLE 1 ‐ PROPOSAL GENERAL INFORMATION

ARTICLE 2 ‐ DESCRIPTION OF SITE

ARTICLE 3 ‐ STATEMENT OF WORK

ARTICLE 4 ‐ GENERAL

ARTICLE 5 ‐ REFERENCES

ARTICLE 6 ‐ SUPPLEMENTAL CONDITIONS ENVIRONMENTAL 2 MAY 2016

CAMP RAVENNA WASTE MANAGEMENT GUIDELINES

ARTICLE 1 ‐ CAMP RAVENNA WASTE MANAGEMENT GUIDELINES

CAMP RAVENNA WEEKLY NON HAZARDOUS & HAZARDOUS WASTE SHEET

CONSTRUCTION/DEMOLITION DIVERSION AND WASTE DISPOSAL FORM

ENVIRONMENTAL WORK PLAN GUIDE

PROJECT SITE & MAIN GATE

PROJECT LOCATION MAP

AREA 8 COLD STORAGE ............................................................ ERROR! BOOKMARK NOT DEFINED.

AREA 8 COLD STORAGE FLOOR PLAN ....................................... ERROR! BOOKMARK NOT DEFINED.

GROUP 7 IGLOO STORAGE DEPOT ............................................ ERROR! BOOKMARK NOT DEFINED.

GROUP 7 IGLOO STORAGE DEPOT PLAN

GROUP 4 ABOVE GROUND POWDER MAGAZINE ..................... ERROR! BOOKMARK NOT DEFINED.

GROUP 4 ABOVE GROUND POWDER MAGAZINE PLAN ............ ERROR! BOOKMARK NOT DEFINED.

ARTICLE 1 - PROPOSAL GENERAL INFORMATION

1.1 Proposal Project Title:

1.1.1 PN: 3918079 Camp Ravenna Joint Military Training Site (CRJMTC) Igloo Storage Demolition

1.2 Project Scope:

1.2.1 The Scope of Service is for the demolition of multiple facilities to include Hazardous Materials abatement. Contractor will furnish all labor, materials, tools, equipment, supplies, transportation, supervision, inspections and testing in strict accordance with the Statement of Work, Requirements, and Specifications described within this proposal necessary to ensure that the specified demolition of the (4) Above Ground Powder Magazine Storage Igloos, located on CRJMTC, in Newton Falls, Ohio.. The work shall include but is not limited to properly removing and disposing of all structures, trash, rubbish, waste, basement walls, foundations, footers, and all exterior parking areas, sidewalks, and underground utilities.

1.3 Recommended Performance Period:

1.3.1 180 Days from Notice to Proceed

1.4 Base Bids

1.4.1 Base Bid

1.4.1.1 Base Bid 1— Demolition of (2) Igloo Storage Bunker(s); Buildings OB-001, 1603

1.4.1.2 Base Bid 2— Demolition of (2) Igloo Storage Bunker(s); Buildings D-0018, D-0019

ARTICLE 2 - DESCRIPTION OF SITE

2.1 Project Location:

2.1.1 Project site is located on the Camp Ravenna Joint Military Training Site (CRJMTC), 8451 State Route 5 Ravenna, OH 44266.

2.1.1.1 Building(s) OB-001 and 1603 are Above Ground Powder Magazine Storage Igloos, built in 1942.

Building OB-001 is 835 square feet and building 1603 is 717 square feet. Building material/components include: Transite Corrugated Asbestos roofing material, clay block construction, sitting on an above grade concrete slab, which are suspended by concrete pillars on footers. These two structures are located on the MK19 Range (future MPMG Range), refer to APPENDIX J for exact site location.

2.1.1.1 Building(s) D-0017 and D-0018 are located Above Ground Powder Magazine storage Igloos that were built in 1942 and are 1,808 square feet. Building material/components include: Transite Corrugated Asbestos roofing material, clay block construction, sitting on an above grade concrete slab, which are suspended by concrete pillars on footers. These two structures are located in Group 1, near the Combat Pistol Qualification Course, refer to APPENDIX I for exact site location.

ARTICLE 3 - STATEMENT OF WORK

3.1 Statement of Work:

3.1.1 DESCRIPTION OF DEMOLITION REQUIREMENTS. The contractor shall provide all management, tools, supplies, equipment and labor necessary to ensure that the specified demolition performed at the Camp Ravenna Joint Military Training Center, shall be in accordance with applicable federal, state, local, building, environmental and safety codes.

3.1.1.1 EARTH-COVERED MAGAZINE(S):

.1 Buildings at Camp Ravenna were constructed in the 1940s and have a history of containing lead-based paint, asbestos, PCB paint and equipment, mercury-containing equipment (light bulbs, thermostats). Earth-covered magazines OB-001, and 1603 on the MK19 Range (future MPMG range) were assessed in 2013. This survey was not a comprehensive pre-demolition survey. A Hazard Assessment for Building T-4301 was completed by Tetra Tech in 2018. These surveys should be utilized by bidding contractors to identify potential environmental hazards within the buildings that may require proper abatement and disposal during demolition. Copies of the surveys can be provided upon request. Due to the fact that the prior surveys were not comprehensive, the demolition contractor will be required to properly characterize all waste/building components prior to demolition. All environmental hazards identified must be properly abated, managed, transported and disposed in accordance with local, State and Federal regulations. All painted metal is assumed to contain lead and must be recycled. State of Ohio regulations indicate that if the demolition debris is some form of metal, such as steel structural components, lead pipes, or electrical components, they may be recycled as scrap metal without regulation under the hazardous waste rules, even if coated with lead-based paint.

Therefore, the painted metal components must be recycled as scrap metal to avoid disposal as hazardous waste. All identified hazardous waste must be properly transported and disposed of by approved DRMO waste transporters and disposal facilities. The contractor will be responsible for all necessary environmental permits and notifications. UXO construction support must be provided by the contractor during demolition activities. Please see Environmental Procedures provided in Appendix...

for additional information.

.2 Earth-covered magazines D0018 and D0019 which are located in Group 1, were constructed in 1942. Buildings are known to be painted with lead-based paint. An asphaltic waterproof membrane has been identified on these structures throughout the facility. The membrane was sampled within Group 1A and Group 7 (similar structures) and found to not be asbestos-containing. However, the contractor must sample the membrane prior to demolition to ensure that it is not asbestos-containing material. The demolition contractor will be required to properly characterize all waste/building components prior to demolition. All environmental hazards identified must be properly abated, managed, transported and disposed in accordance with local, State and Federal regulations. All painted metal is assumed to contain lead and must be recycled. State of Ohio regulations indicate that if the demolition debris is some form of metal, such as steel structural components, lead pipes, or electrical components, they may be recycled as scrap metal without regulation under the hazardous waste rules, even if coated with lead-based paint. Therefore, the painted metal components must be recycled as scrap metal to avoid disposal as hazardous waste. All identified hazardous waste must be properly transported and disposed of by approved DRMO waste transporters and disposal facilities. The contractor will be responsible for all necessary environmental permits and notifications. Please see Environmental Procedures provided in Appendix... for additional information.

3.1.2 DOCUMENTATION AND SITE INSPECTION:

3.1.2.1 The building demolition and debris removal process will not begin until:

.1 Submittal and approval of all required regulatory agency notifications (to include an Ohio Environmental Protection Agency (EPA) Notification of Demolition and Renovation Form and an Ohio Department of Health (ODH) Prior Notification of Asbestos Hazard Abatement Form), pre-demolition environmental hazards assessment, Storm Water Pollution Prevention Plan (SWP3) and Contractors environmental work plan .2 The facility has been inspected by Environmental Office, the Contractor, Contracting Officer Representative (COR) and Contracting Authority, and all are in agreement, that all environmental protections are in-place, confirmation that no federally listed species and/or nesting birds are present and that all connecting utilities are shut down, disconnected, or isolated to the facility in a manner satisfactory for demolition to begin.

3.1.3 RESTRICTIVE ACCESS WARNING BARRIERS. The contractor is required within ten (10) days of the notice to proceed to provide restrictive access warning barriers around the facilities scheduled for abatement and demolition. The barriers shall have posted warnings against unauthorized entry and be placed around the site perimeter to provide reasonable, safe clearance, and restricted access on all sides (where practical) for equipment movement, demolition of existing structures, components, and equipment and for the entry/exit of trucks (recommend 50’ x 50’ secure staging/loading area) hauling debris or equipment. The restrictive access barrier will be installed prior to any demolition or salvage efforts within/around the facility.

The area within the restrictive warning barriers as well as within the facility being demolished/constructed is designated as a ‘Hard Hat’, “PPE”, and “Authorized Personnel Only” zone. Signs shall be posted indicating limited/controlled access (every 100-150’), hard had and PPE zone (at entrances), all permits/notices and supervisory personnel’s names and contact numbers shall be posted at the primary entry/exit, shall be protected from weather, and shall remain posted until final acceptance of the completed project.

3.1.4 SALVAGE & RELOCATABLE ITEMS: All salvageable items shall be removed prior to the destruction of any portions of the facility unless the items shall be extricated from imbedded construction within the facility that renders the items unusable. Items designated as salvageable shall be stored, stacked, or piled and removed from the site on a weekly basis. The OHARNG retains the right to claim any salvageable and relocatable items. A list of these items shall be presented to the Project Manager for approval before removal from the site. Any items not salvaged and kept by the OHARNG will be the responsibility of the contractor and shall be disposed of following the OHARNG Environmental Supplemental Conditions.

3.1.5 ABATEMENT: The Contractor is required to follow all requirements set forth in the Environmental Work Plan. The Contractor will coordinate access and staging locations for purposes of abatement and equipment delivery with site personnel prior to any demolition work. The Contractor will provide the Project Manager detailed drawings/information indicating specific location(s) of and material type(s) requiring abatement for the entire facility, approximate time required for abatement, and personnel listing/contact information and licensure prior to starting work. All environmental hazards and substrates identified in the Pre- Demolition Environmental Hazards Assessment shall be properly removed, handled, containerized, managed and disposed of in accordance with applicable federal, state, Army, and local regulations as specified in the Environmental Work Plan. If additional environmental hazards are identified during demolition, the contractor shall stop work and consult with the Environmental Office and the State Project Manager. Once a course of action is agreed upon the Contractor will properly remove, characterize and dispose of the hazard in accordance with federal, state, Army and local regulations. The Contractor is required to inspect all waste stored onsite on a weekly basis and document it on the OHARNG Waste Inspection Form. The form shall be submitted to the Environmental Office on a weekly basis. All waste profiles and hazardous and TSCA waste manifests shall be signed by a representative of the Environmental Office prior to waste being shipped offsite.

All municipal waste, asbestos waste, and construction and demolition waste manifests must be signed by an owner representative. The contractor is required to track all wastes on the OHARNG Demolition Diversion and Waste Disposal Form. The form, along with all waste tickets and manifests, shall be turned in to the Environmental Office at the end of the project. Additional details regarding Environmental Requirements are provided in Article 6.

3.1.6 APPLIANCES: Remove and dispose of appliances and other items that may contain refrigerants in accordance with 40 CFR, Part 82.

3.1.7 DEMOLITION OF WALLS, CEILINGS, FLOORS, AND ROOFING: The Contractor will demolish the walls, ceilings, floors, and roofing within the designated footprint of the facility (demolition area). Any concrete shall be cleaned of rebar or other metals and crushed into aggregate size 1’s and left on site at a location determined by CRJMTC personnel for future use by CRJMTC. All materials to be removed will be adequately wetted prior to removal to control dust and spread of demolished materials and to comply with Environmental Protection Agency (EPA) clean air standards. The Contractor shall bring water in for use on the Project. All storm drains in the area adjacent to the facility shall have filtration/protection to prevent infiltration of dirt/debris into the storm drainage system. All removed materials shall be transported to a designated disposal facility or recycling center on the same or following day the material is demolished/removed from the building. The Contractor is responsible for the proper disposal/discharge of any standing water in accordance with applicable federal, State, local and Army regulations. The Contractor shall provide details regarding sampling, characterization and disposal/discharge of standing water in the Environmental Hazard Abatement Work Plan to be submitted for the project.

3.1.8 FOOTINGS, FOUNDATIONS AND CONCRETE PADS: All non-hazard containing brick, block, and concrete used for footings, foundations, pads, supports, and walls and they shall be cleaned of rebar or other metals and crushed into aggregate size 1’s and left on site at a location determined by CRJMTC personnel for future use by CRJMTC.

3.1.9 UTILITIES: The Contractor is responsible for coordinating and ensuring utility disconnections. The Contractor will remove all wiring, conduit, piping, and connectors for the utilities connected to facility back to their respective source/main point of disconnection.

3.1.10 CONCRETE SLABS AND PARKING AREAS: The Contractor will remove all concrete slabs, asphalt, surface obstructions, masonry slabs, and appurtenances and they shall be cleaned of rebar or other metals and crushed into aggregate size 1’s and left on site at a location determined by CRJMTC personnel for future use by CRJMTC.

3.1.11 RETAINING WALLS: Retaining walls or curbs near the perimeter will be removed.

3.1.12 BARRIERS and SIGNAGE: Fences, guardrails, bumpers, signs, and similar facilities will be completely removed from the site. All support posts will be pulled out or dug up as to be entirely removed.

3.1.13 VEGETATION: The Contractor will remove all dead trees, trees identified for removal, stumps, all trees which are not an asset to the property, bushes, vegetation, brush and weeds, whether standing or falling, unless stated otherwise by the Project Manager. The Contractor will protect all trees not removed from damage by the demolition operation. Tree cutting restrictions are in place from 1 April to 30 September as indicated in General Environmental Supplemental Conditions. Final disposition of trees and vegetation removed must be discussed in the Environmental Work Plan and coordinated with the Environmental Office.

3.1.14 PARTIALLY BURIED OBJECTS: All piping, posts, reinforcing bars, anchor bolts, railings and other partly buried objects protruding from the ground shall be removed within a 100 foot diameter of the each building. The remaining void shall be filled with soil and compacted in accordance with this statement of work.

3.1.15 SITE WORK: Comply with ODOT standards for backfilling and compacting procedures for soils used to fill. Fill material for basements, crawl spaces, depressions, voids, etc. shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-

3. All required “clean” fill material shall be brought from off site at the Contractors expense. The backfill source must be identified in the Work Plan and approved by the OHARNG. The OHARNG may require sampling and analysis for contaminants to confirm backfill is clean. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials and stones larger the 1 inch in any dimension.

Proposed fill material shall be sampled and tested by an approved soil testing laboratory. Place backfill and fill materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment and not more than 4 inches in loose depth for material compacted by hand-operated tampers. Grade the area to provide for positive drainage for the entire site.

3.1.16 Compaction Testing: Backfill shall be compaction tested at each lift, and compaction results of each lift shall be recorded and reported on the day of compaction, and no further lifts may be completed until the previous lifts compaction results are approved by the Project Manager. (Compaction Testing & Reporting is NOT REQUIRED for this project)

3.1.17 All testing and laboratory analyses shall be performed by a qualified independent laboratory (conforming to American Society for Testing and Materials standards) selected and paid for by the Contractor.

3.1.18 Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698: Under turf or unpaved areas, re-compact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 90 percent.

3.1.19 The Contractor shall notify Project Manager when testing is to be performed and must report the results of testing immediately to Project Manager.

3.1.20 Type of compaction: The use of Heavy compaction equipment or hand-operated tampers shall be recorded and reported the day of compaction and testing.

3.1.21 SEEDING: The Contractor will follow the seed mix requirements in Attachment 3 – OHARNG Environmental Supplemental Conditions.

3.1.22 PERMITTING: A General Construction Storm Water Permit will be required for this project. A permit shall be obtained if, for any reason, ground disturbance exceeds 1 acre.

3.1.23 CONTRACTOR QUALIFICATIONS:

.1 Contractor will have a minimum of 5 years of experience.

.2 The contractor shall provide trained and qualified personnel resources, materials and equipment to fulfill the requirements of this contract.

3.1.24 WARRANTY:

3.1.24.1 All hardware and workmanship will be warranted for one year from installation. The warranty shall cover all materials and labor necessary to resolve any problems resulting from defects in material or labor. Warranty will not cover hardware which has been misused, abused or damaged by acts of God.

3.1.25 SCHEDULING AND INSTALLATION:

3.1.25.1 The contractor will provide coverage at the specified site from 7:00 a.m. to 5:00 p.m. MON through FRI, excluding weekends and federal holidays.

3.1.26 All listed products are suggested items. The contractor shall provide a proposed item list/submittal that is equal or better than the listed item. All items must be approved by the end user prior to purchase and installation.

3.1.26.1 The contractor is free to propose alternate configurations and products as long as they are compatible with the current suggestions.

3.1.27 Contractor will provide 5% shelf stock (Not Applicable).

3.2 Submittals Required

3.2.1 Prior to start of work.

3.2.1.1 Project Schedule

3.2.1.2 Environmental Work Plan (Appendix D).

3.2.1.3 Demolition Work Plan

3.2.1.4 Engineering Work Plan

3.2.1.5 Paying all fees and acquiring all applicable permits or regulatory approvals associated with the work to be performed.

3.2.1.6 Approval of all materials to be used.

3.2.2 Site Supervisor Resume.

3.2.3 Warranty Documents.

3.2.4 Closeout Documents.

ARTICLE 4 - GENERAL

4.1 General Requirements:

4.1.1 Before submitting a Proposal, Contractor must:

4.1.1.1 Examine all Contract Documents thoroughly.

4.1.1.2 Visit the site to become familiar with local conditions that may in any manner affect cost, progress of or performance of the work.

4.1.1.3 Be proficient with federal, state, local, ordinances, rules and regulations that may in any manner effect cost, progress or performance of the work.

4.1.1.4 Study and carefully correlate Contractor’s observations with the Proposal Documents. Request clarification via means of a RFI prior to submitting proposal.

4.2 Field Inspection Visit:

4.2.1 The Contractor shall thoroughly examine existing field conditions affecting the work.

4.2.2 The Contractor shall verify all measurements affecting the work and be responsible for the same.

4.3 Requests for Information (RFIs):

4.3.1 Immediately on discovery of the need for information/interpretation of the Contract Documents, and if not possible to request interpretation at Project Meeting, prepare and submit an RFI. Allow 10 (ten) working days for Governments Response (does not apply during proposal period).

4.4 Work Scheduling:

4.4.1 Normal base work hours for the Contractor will be between the hours of 7:00 am through 5:00 pm, excluding Saturdays, Sundays, and State Holidays. The normal work hours for National Guard personnel are 7:00 am to 5:00 pm, Monday through Friday. If the Contractor desires to work during periods other than above, Contractor must notify the Contracting Authority 5 working days in advance of Contractors intention to work during other periods to allow assignment of additional inspection forces and for notification of fire, security and safety. When the Contracting Authority determines that they are reasonable, Contracting Authority may authorize the Contractor to perform work during periods other than normal duty hours/days.

However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the Contractor, the actual cost of the inspection, at overtime rates, will be charged to the Contractor and will be deducted from the final payment of the Contract amount.

4.4.2 The following State legal Holidays are observed by this site:

4.4.2.1 New Year’s Day 1 January

4.4.2.2 Martin Luther’s King’s Birthday Third Monday of January

4.4.2.3 President’s Day Third Monday of February

4.4.2.4 Memorial Day Last Monday of May

4.4.2.5 Independence Day 4 July

4.4.2.6 Labor Day First Monday in September

4.4.2.7 Columbus Day Second Monday in October

4.4.2.8 Veteran’s day 11 November

4.4.2.9 Thanksgiving Day Fourth Thursday in November

4.4.2.10 Christmas Day 25 December

.1 Note: Any of the above Holidays falling on a Saturday will be observed the preceding Friday, holidays falling on a Sunday will be observed on the following Monday.

4.4.3 Prior to commencing work on the job initially, resumption of work after prolonged interruption (7 calendar days or more) commencement of any warranty work, and upon completion of warranty work, the Contractor must notify the Contracting Authority. Notification should be by personal contact; however, advance notification may be by telephone, or in writing, and should be accomplished sufficiently in advance to allow scheduling of inspection forces. The above precautions are to ensure construction inspection and recording of work proceedings.

4.5 Government Facilities:

4.5.1 The Contractor is reminded that smoking within buildings on a Government facility is prohibited. A designated smoking area for employees, shall be established and will be coordinated will the authority having jurisdiction (AHJ).

4.6 Utilities:

4.6.1 The Contractor shall be responsible for all coordination with Utility provider(s) or AHJ before the adjustment, relocation or disconnection of existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. The OHARNG shall be notified of all communication between the Contractor and Utility provider(s) or authority having jurisdiction.

4.6.2 The Contractor’s progress schedule shall include preliminary listing of all proposed shutdown dates.

Every effort shall be made to make all shutdowns as brief as possible and as limited in extent as possible.

4.6.3 The Contractor shall provide notice to the OHARNG not less than 48 hours in advance of proposed utility interruptions.

4.6.4 The Contractor will provide an emergencies plan, with names of personnel to accomplish the repairs in the event of utility and/or communications emergencies.

4.7 Unauthorized Personnel:

4.7.1 The Contractor shall inform all personnel (including subcontractor and visiting supplier personnel) that access to areas outside of the immediate work area excluding, direct haul and access routes, and point of supply and storage, is prohibited. Circulation of said personnel will be limited to official business only.

4.8 Environmental:

4.8.1 The Contractor is required to follow the Ohio Army National Guard’s Environmental Guidelines and to use the Ohio National Guard’s Waste Management Guidelines as specified within Article 6

4.9 Hazardous Material Usage:

4.9.1 The Contractor shall establish hazardous material (HM) storage and distribution system when HM is to be used. The Contractor HM Identification Form will be provided to the Contractor at or prior to the Preconstruction.

4.9.2 The Contractor shall maintain Contractor HM Identification Form for HM on the jobsite for inspection/verification.

4.9.3 The Contractor shall establish HM storage and issue location that complies with Federal, State, and Local environmental regulations. Materials issued shall be tracked for quantities used. Unused materials shall be inventoried and removed from the installation prior to close out of the Contract or expiration date of the HM.

Reports of material delivered, used and removed from the installation shall be submitted to the Contracting Authority monthly and prior to Contract Closeout.

4.9.4 The Contractor shall comply with all Federal, state and local environmental standards, including OSHA HazCom and COE 385-1-1.

4.9.5 The Contractor shall accompany the Contracting Authority and the Installation Environmental Manager (EM) on Project closeout inspection to ensure all used and unused HM has been removed from the installation.

This requirement shall not be a punch list item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item.

4.9.6 Any material suspected of being hazardous that is encountered during performance of a project shall immediately be brought to the attention of the Contracting Authority, at which time a determination will be made as to whether hazardous material testing shall be performed. If the Contracting Authority directs the Contractor to perform tests and/or the material is found to be of a hazardous nature requiring additional protective measures, a modification may be required, subject to equitable adjustment under the terms of the contract.

4.10 Pollution Abatement:

4.10.1 All work shall be performed in a manner minimizing pollution of air, water and land as required.

4.10.2 Transporting materials to and from the site shall be accomplished in a manner preventing materials or particles from becoming airborne. Earth materials shall be wetted or otherwise protected. Gravel, sand and concrete shall be contained within vehicles to prevent spillage. Tarpaulins must be fastened over load before entering surrounding streets. Removal of any materials dropped or blown off vehicles shall be the responsibility of the Contractor.

4.10.3 Stream beds, lakes, drainage ways, sanitary and storm sewers, etc., shall not be polluted by fuels, oils, bitumen, acids or other harmful materials. Grading shall be accomplished to prevent from draining onto adjacent areas.

4.10.4 Flushing mortar, plaster or drywall materials shall not be disposed of on Government property. Water utilized for plastering or drywall equipment shall be disposed of in accordance with the instructions of the Contracting Authority, and under no circumstances shall water be disposed of in areas which are planted or scheduled to be planted.

4.11 Regulations:

4.11.1 The Contractor shall comply with all applicable Federal, State, Local, DOD, National Guard Bureau, Army and Installation regulations pertaining to safety, traffic control, fire prevention, and Ravenna Environmental Requirements.

4.11.2 The Contractor, employees, and subcontractors are subject to, and shall abide by and comply with all relevant statutes, ordinances, laws and regulations of the United States (including Executive Orders of the President) and any State (or other public authority now or hereafter in force). The Contractor agrees to observe and comply with all applicable State and Federal requirements regarding social security, workman’s compensation, unemployment insurance and any other matters concerning employment applicable to the performance of this Contract or rules, regulations, directions and order not inconsistent herewith as may from time to time be issued by the Government. The unilateral act of any governmental body against any employee of the Contractor for the violation of a State or Federal law or regulation shall not excuse the Contractor from full compliance with the terms and conditions of this Contract.

4.11.3 The Contractor, employees, and subcontractors shall become familiar with and obey the regulations of the installation including fire, traffic, safety environmental and security regulations while on the military installation. Those driving motor vehicles shall observe and obey all speed limits posted throughout the installation. Personnel should not enter restricted areas unless required to do so and only upon prior approval.

All Contractor and subcontractor employees shall carry proper personal identification with them at all times.

4.11.4 Contractor’s equipment shall be conspicuously marked for identification and parked or placed within approved areas only, out of the way of driveways, emergency access roads, and traffic. The Contractor shall ensure that all of the facility where work is being performed is adequately protected. The Contractor shall comply with all security regulations imposed by the base/post commander against vandalism and theft.

4.12 Permits:

4.12.1 The Contractor is responsible for paying all fees and acquiring all applicable permits, inspections, licenses, capacity charges, tap fees, or regulatory approvals as required by the local authorities having jurisdiction. Depending upon the permit/notification, it may need to be issued in the OHARNG’s name.

Coordination will be done with the OHARNG to determine this and the contractor will complete the application/notification for OHARNG signature and submit the application and associated fees. All permit submittals will be coordinated and approved by the OHARNG regardless who signs the application.

4.12.2 The Contractor shall secure all permits before proceeding with any work.

4.13 Burning of any material is strictly prohibited.

4.14 Safety Precautions and Programs:

4.14.1 OSHA Requirements:

4.14.1.1 The Contractor shall perform all work in the contract with due regard to the safety and health of the employees and of the public. The Contractor shall comply with 29 CFR 1926, Safety and Health Regulations for Construction, administered by the Federal Occupational Safety and Health Administration (OSHA) regarding the safety and protection of persons employed in construction and demolition work.

4.14.1.2 The Contractor shall develop and submit to the OHANG a project specific Health and Safety Plan covering all aspects of demolition and construction operations proposed by the Contractor for this project.

Said project specific Health and Safety Plan shall address all aspects of 29 CFR 1926 as related to the Contractor’s proposed operations.

4.14.1.3 Provide adequate barricades, railings, overhead protection, safety nets, etc., to safeguard the public and workman from debris. Provide proper signs and written notification to all personnel and property owners in immediate and surrounding affected areas, notifying them of duration of construction operations.

4.15 Method of Carrying on the work:

4.15.1 All work under the Contract shall be arranged and carried on in such a manner as to complete work in the least possible time.

4.15.2 Activities in the vicinity of this Project may be kept in full or partial operation during construction. The Contractor shall coordinate with the Contracting Authority and schedule construction activities.

4.16 Misplaced Materials:

4.16.1 Any material that is deposited elsewhere than areas designated as approved by the Contracting Authority shall be re-handled and deposited where directed. No payment will be made for re-handling such material.

4.17 Inspections and Tests:

4.17.1 Inspections and tests are for the sole benefit of the Government and shall not relieve the Contractor of the responsibility of providing quality control measures to ensure that the work strictly complies with the Contract Requirements. No inspection or test by the Government shall be construed as constituting or implying acceptance.

4.18 Quality Control/Tests:

4.18.1 Where work is required to be in conformity with Standard Specifications of the American Society for Testing Materials (ASTM), or with State/Federal Specifications or with specifications of highly recognized technical and trade organizations, but no tests are specifically stipulated in connection herewith, the Contractor shall furnish and pay for any tests or certification required by the OHARNG to verify that the proposed materials meet with the applicable requirements.

4.18.2 The Contractor shall submit a written certification from any recognized testing agency, adequately equipped and competent to perform such services, that the material or equipment has been tested and conforms to the standards, including the methods of testing used.

4.18.3 Wherever testing or analysis of material is required, such testing unless otherwise noted will be made at the Contractor’s expense.

4.18.4 Tests shall be made in accordance with the specified testing procedures and/or methods and otherwise as required to provide compliance with all Contract requirements. Tests shall be made by independent, commercial testing laboratories approved in writing by the Contracting Authority.

4.18.5 Results of all tests shall be recorded on certified test reports of the commercial testing laboratories.

Reports shall include a statement that the materials tested do or do not meet the requirements of the Contract Documents. Two copies of all reports shall be forwarded directly to the Contracting Authority for approval within 5 days of the actual performance of the test. The testing agency shall notify (verbally) the Contracting Authority of any tests, which indicated failure to meet the Contract requirements.

4.18.6 Any item, for which test reports show failure to meet all Contract requirements, shall be retested as often as required to show full compliance with Contract requirements, at the Contractor’s expense.

4.19 Site Cleanup:

4.19.1 The Contractor shall maintain the construction site in as clean and orderly condition as possible. All refuse and/or salvage material shall be gathered and disposed of periodically to maintain the site in this condition. All roadways, and roadway areas within the work area, or used by the Contractor, shall be kept free of construction debris, and associated mud, dirt, sand, or gravel that may be tracked from the construction work area by cleaning daily to assure safe operation of vehicles. The method of cleaning and equipment employed shall be subject to the approval of the Contracting Authority.

4.19.2 Following completion of the work, the Contractor shall clean the entire area from any debris and/or excess of misplaced material due to the Contractor’s operation and obtain the Contracting Authority’s approval of this finished work.

4.20 Refuse and Salvage Materials:

4.20.1 All refuse, debris, and construction waste shall be legally disposed of off Post at the Contractor’s expense. Accumulations of refuse on the site will not be permitted.

4.20.2 All salvage property removed and not reinstalled under this Contract shall be returned to the Government at a place on base designated by the Contracting Authority, or properly disposed of when directed by the Government.

4.20.3 Nonhazardous solid waste must be diverted to recycling, through appropriate means available to the Contractor, if such diversion is less than or equal to the equivalent cost of landfill or incineration.

4.20.4 Prior to Contract closeout the Contractor must supply a report, including the following:

4.20.4.1 Amount (in tons) of nonhazardous solid waste, including construction and demolition debris, that is composted, mulched, recycled, reused, donated or otherwise diverted from a disposal facility.

4.20.4.2 Amount (in tons) of solid waste (including construction and demolition debris) transferred to a disposal facility (landfill).

4.20.4.3 The Contractor shall complete the Construction/Demolition and Waste Disposal Form. (See Appendix C)

4.21 Storage:

4.21.1 No secure storage space will be provided by the Government. The Government will not be responsible for property belonging to, or under the present control of the Contractor. The Contracting Authority will designate an unsecured, open area for storage of construction equipment and materials during the period covered by this Contract.

4.22 Damages, Repairs:

4.22.1 All damages by the Contractor’s operations shall be repaired, or replaced, at the Contractor’s expense, as directed by the Contracting Authority. Any Government property damaged as a result of the work, materials, or operations of the Contractor shall be restored at no additional expense to the Government.

4.22.2 All existing sidewalks, curbs, fencing, and pavement disturbed, broken or removed or otherwise damaged by the Contractor during performance of the work under this Contract shall be replaced by the Contractor at the Contractor’s own expense. Replaced sidewalks, curbs and pavements shall be smooth, shall blend into the existing work, and shall not present depressions or humps.

4.23 Special Conditions:

4.23.1 Any Contractor’s equipment that causes or generates electro-magnetic disturbances or interference shall be removed from service until properly repaired. The Contracting Authority may also require repositioning or removal of the equipment from the Post.

4.24 Security Requirements:

4.24.1 The Contractor shall comply with all security regulations imposed by the base/post commander and/or agency occupying the space where work is to be performed. Any necessary security clearances shall be obtained prior to commencement of work. None are required at the time of this writing.

4.24.2 The Contractor and all employees of the Contractor are required to take the OHARNG VIGILANCE (Antiterrorism) training, print and sign the acknowledgement document on the last page of the PowerPoint, and provide a Copy to the Contracting Authority. Please see the attached file for more information.

4.24.3 The Contractor shall ensure that all parts of the facility where work is being performed are adequately protected against vandalism and theft.

4.25 Work by Government:

4.25.1 The Government reserves the right to undertake performance by Government forces, for the same type or similar work as contracted herein, as the Government deems necessary or desirable, and to do so will not breach or otherwise violate this contract.

ARTICLE 5 - REFERENCES

5.1 Design Guides and References to be included but are not limited to:

5.1.1 CRJMTC Environmental Specifications for SOWs, 2 March 2015.

5.1.2 Section 303 Ohio Building Code

5.1.3 OSHA 29 CFR-1926, “Safety and Health Regulations for Construction.”

5.1.4 29 CFR 1910.25 Portable Wood Ladders.

5.1.5 29 CFR 1910.26 Portable Metal Ladders.

5.1.6 29 CFR 1910.28 Safety Requirements for Scaffolding.

5.1.7 29 CFR 1910.29 Manually Propelled Ladder Stands and Scaffolds (Towers).

5.1.8 29 CFR 1910.106/29 CFR 1926.152 Flammable and Combustible Liquids.

5.1.9 29 CFR 1910. 146 Permit-Required Confined Spaces.

5.1.10 29 CFR 1910.151 Medical Services and First Aid.

5.1.11 29 CFR 1910. 1200/29 CFR 1926.59 Hazard Communication.

ARTICLE 6 - Supplemental Conditions Environmental 2 May 2016

6.1 The Ohio Army National Guard (OHARNG) is committed to environmental stewardship at all of our facilities and within our communities as a whole. The Adjutant General’s Department maintains an Environmental Management System (EMS) in accordance with (IAW) ISO 14000 standards. Contractors performing work on behalf of the department are required to be familiar with the Adjutant General’s EMS Policy and to comply with this policy where applicable and practicable. If implemented accordingly, following the guidelines outlined in the following supplemental conditions will ensure Contractor compliance with the EMS policy.

6.1.1 The contractor must comply with all applicable local, state, and federal environmental requirements to include applicable Army and OHARNG regulations. This includes, but is not limited to, the proper characterization, management and disposal of wastes; proper storage, use and transportation of hazardous materials; spill prevention and clean up; obtaining proper permits and submitting proper notifications as applicable to the work being conducted; and protection of surface water and natural resources.

6.1.2 The contractor will not correspond with any regulatory agency on behalf of the OHARNG without approval of the OHARNG. This includes meetings, phone calls, emails, or other written or verbal communications. The OHARNG will review and approve all correspondence before it is sent to a regulatory agency to include but not limited to the federal or Ohio Environmental Protection Agency (EPA), the US Fish and Wildlife Service, the Ohio Historic Preservation Office, and the US Army Corps of Engineers.

6.1.3 The contractor is responsible for paying all fees and acquiring all applicable permits or regulatory approvals associated with the work they are performing. Depending upon the permit/notification, it may need to be issued in the OHARNG’s name. Coordination will be done with the OHARNG to determine this and the contractor will complete the application/notification for OHARNG signature and submit the application and associated fees. All permit submittals will be coordinated, reviewed and approved by the OHARNG regardless who signs the application.

6.1.4 The contractor will develop an environmental work plan that identifies the details of work to be performed and how it will be performed to ensure compliance with applicable environmental requirements (wetland permits, endangered species restrictions, erosion control, hazardous waste generation, etc.). Topics addressed within the environmental work plan will include as applicable: hazardous materials to be used; the qualified personnel responsible for waste management; waste to be generated (hazardous and non-hazardous waste); materials to be recycled; methods to be used to minimize hazardous waste generation; methods and laboratories to be used to characterize the waste; DRMO approved waste haulers and TSDF’s to be used;

proposed on site waste storage locations; on site waste management and inspection procedures to be implemented to include maximum storage time/proposed waste pickup/transport date; emergency plan and emergency contact information; discharges from secondary containment and de-watering activities; and any other information pertinent to environmental compliance and the generation and management of waste during project implementation. The environmental work plan will be reviewed by the environmental office and edited by the contractor as necessary to correct deficiencies. Work may not begin until this work plan has been approved by the environmental office. A copy of the final work plan will be provided to the contracting office, the appropriate OHARNG environmental office, the OHARNG technical representative and one will be available at the project site at all times.

6.1.5 Executive Order (EO) 13693, Planning for Federal Sustainability in the Next Decade, establishes a federal integrated strategy toward sustainability including efforts to “eliminate waste, recycle, and prevent pollution.” Additionally, EO 13693 establishes targets to divert at least 50% of non-hazardous solid waste, including construction and demolition debris, from the waste stream. The Contractor will utilize the most current waste prevention, waste diversion (salvage, reuse, recycle), and waste minimization guidelines to ensure this target is met.

6.1.6 Burning of waste, brush, rubbish, and/or any other debris is not permitted. If brush or vegetation burning is desired, a request to do so must be submitted to the OHARNG for review. If the OHARNG concurs that burning is needed, the contractor is required to submit a burn permit to the Ohio EPA along with any associated fee. If the Ohio EPA approves the application and issues a permit, the contractor is required to comply with all conditions of the permit. Upon receipt of the Ohio EPA burn permit the contractor will obtain any additional permits required by the OHARNG and/or local fire departments/districts, if any.

6.1.7 Emergency Spill Response and Petroleum, Oil, and Lubricant (POL) Management

6.1.8 The contractor must implement the local OHARNG Spill Contingency Plan notification/reporting procedures upon discovery of a spill, leak or other release to the environment. The contractor is responsible for implementing spill response and clean up all spills/leaks within the project area immediately upon discovery.

Clean up must be satisfactory to the OHARNG and/or the Ohio EPA or other regulatory agency. Wastes will be managed as described in the waste management section of these supplemental conditions. Any spill of petroleum products over 25 gallons, or a spill of any amount into a body of water, must be reported to the OHARNG Environmental Office immediately. All other spills will be reported in writing on the OHARNG Spill Report Form to the OHARNG within 24 hours. The contractor will be provided with a copy of the OHARNG Spill Report Form and a point of contact for submitting such reports/notifications.

6.1.9 The contractor is required to have a spill kit with appropriate absorbents, plastic bags, drums, shovels, and other supplies and equipment suitable to clean up any releases or spills from their activities.

6.1.10 Contractor fuel pods / fuel cans and other POL and liquid hazardous materials must be in/on secondary containment with storage capacity large enough to store the contents of the containers. Releases of rain water from secondary containment can only be initiated after approval from the OHARNG Environmental Office and after inspection and verification/absorption of all POL and/or other contaminants in the water by the contractor. Discharge of POL or other contaminants/pollutants from secondary containment is not permitted.

At minimum, discharging through an oil only boom/filter or an oil absorption filter bag is required. If the contractor cannot show proof of lack of contaminants, the water will need to be sampled and characterize to determine the proper discharge/disposal method. The contractor will document all discharges/disposal from secondary containments to include name and signature of person conducting discharge/disposal, date of discharge/disposal, volume discharged/disposed, method of discharge/disposal, method of determining water was clean to discharge (analytical result if applicable), and a statement that any discharge did not contain POL or other contaminants. Discharges from secondary containment will be addressed in the environmental work plan.

6.2 Erosion Control, Storm Water and Other Surface Water Management:

6.2.1 For all projects, regardless of the disturbance acreage, the contractor shall use all methods appropriate and required to prevent soil from leaving the project site either by wind, water, or on vehicles and equipment.

Silt fence and other temporary run off soil detention methods will be used as needed. Spoil piles and disturbed areas will be managed in accordance with the stipulations in the Ohio EPA Storm Water Construction Permit and will be seeded with a temporary seed mix if left idle for the designated period of time. The project site will be closed out by preparing the soil as a seed bed and seeding and mulching with the appropriate seed mix.

Temporary erosion control measures (silt fence) will be removed by the contractor once vegetation has been established and soil on the project area is stabilized.

6.2.2 Native seed mixes will be used where suitable and compatible with maintenance requirements. An appropriate turf grass mix will be used for high traffic and high maintenance areas. Annual ryegrass may be added to mixes to provide quick cover. For late season seeding, winter wheat/rye may be added to provide a quick cover. Contractors may use approved grass seed mixes provided by the OHARNG or may propose alternative seed mixes. The OHARNG Environmental Office must approve all seed mixes. The seed mixes should be included in the environmental work plan.

6.2.3 For projects that disturb one (1) or more acres of ground (or otherwise meet the Ohio EPA criteria for permit coverage), the contractor will complete a Notice of Intent (NOI) for coverage under the Ohio EPA General National Pollutant Discharge…