3922010_CJAG Bldg 1019 DFAC Conversion SOW_final__.pdf

July 2022

Camp James A Garfield Joint Military Training Center

CJAG BUILDING 01019

DFAC conversion

Request for Proposal

Directorate of Infrastructure Management and Resources 2825 W Dublin Granville Road Columbus Ohio 43235

Camp Ravenna

DFAC/Kitchen remodel 01019

Project #3922010

Request for Proposal

INTRODUCTION

A. NARRATIVE

Background

The Camp Ravenna Joint Military Training Center (CRJMTC) is a 22,000-acre close facility of the Ohio National Guard located along the north side of SR 5, east of Ravenna, west of Newton Falls, and south of Windham. The Main Post Cantonment Area is an 80-acre subset of CRJMTC that is located in the immediate vicinity of the installation’s main access gate on SR 5. The intersection of George Road and South Service Road is the approximate center of the Main Post Cantonment Area.

The CRJMTC is a training facility for troop’s preparedness. Over 3000 troops and personnel go through this facility in one year. The Guard therefore is developing this area with buildings and infrastructures to support these needs.

Building 01019 was completed circa 2020 with the plans of the buildings and infrastructure for connections located. These drawings, sketches and equipment cuts for equipment to be provided by owner and to be provided by the Contractor are in the attachments for reference of the bidder.

B. PROJECT

This Request for Proposal (RFP) defines the efforts to provide equipment, materials, labor and supervision for the conversion/repurpose of an approximately 17’-4”’ x 33’-10” (587 sq. ft.) space in the existing Building 01019 as a DFAC Kitchen space. Building 01019 is a Pre-engineered Metal building as shown as shown on the attached drawings-Attachment A.

Work to be accomplished includes the following:

• Interior work:

o Install necessary infrastructure including but not limited to plumbing sanitary drainage, plumbing hot/cold water service, gas and electric service and subsequent connections necessary for Kitchen equipment that will be supplied by OHARNG. Projected kitchen layout is Attachment B-Project Drawings. This equipment includes the following:

Heating and Holding Proofing Cabinet (Metro C5 3 Series Full Height clear doors basis of design) Double Deck Gas convection oven (Vulcan VC44G Series basis of design) Gas Tilting Skillet (Market Forge 40P-STGM basis of design) Electric Induction Range (Garland Master Series Induction Range basis of design) Two door Freezer (True T-49F-HC basis of design) Two door Refrigerator (True T-49-HC-FGD01 basis of design) One each 12” x 20” drop in food warmers. (Wells MOD400 series basis of design) o Furnish and install the following fixtures. All equipment shall be furnished and installed by the Contractor with required plumbing and electrical hook ups as required. Projected layout is shown on Attachment B-Project Drawings:

Fabricated 3 bowl sink with dual drain boards. Include 8” C/C backsplash mount pre-rinse spring style with add-on faucet. Include Food Waste Disposal in Drain board .

Fabricated one compartment sink with drain board. Include 8” C/C backsplash mount pre-rinse spring style with add-on faucet. .

Fabricated hands sink-hands free.

Fabricated prep table modified to accept food warmer (Wells MOD

400) supplied by others.

Three (3) each Fabricated prep tables to be used for “Storage/Prep”, “Utensils” and “Beverage”. Each table shall have a quad power supply at the wall for a power source repurposing Circuit A-12.

Eight (8) each 24” x 48” wire shelves to be placed and secured in the Dry Storage and Wares Storage rooms.

o Furnish and install Kitchen Hood Exhaust system with appropriate Fire Suppression system to service that equipment that requires the Hood system per Building Code as noted in Drawing P-1.

o Furnish and Install tankless hot water heater.

o Install a new floor drain in the DFAC to be located with approval of the Owner, OHARNG.

o Furnish and install Fiberglass Reinforced Panels (FRP) and trim, 8 foot high along walls in the kitchen area. Color to be selected by Owner.

o Prepare surface per manufacturer’s instructions and install Resinous floor system resin 3 coat system or approved equal in kitchen floor area with slip resistance. Color to be selected by Owner.

o Remove existing east window and restore interior and exterior walls to match existing o Repaint, patch and seal areas affected by work and required by code.

• Exterior/Site work o Contractor to furnish and install piping for utility hook ups and connection to the building to service the Kitchen equipment to be installed. This shall include at a minimum:

The installation of 6” SDR 35 conduit piping and cleanouts for connections to existing Sanitary service and added equipment in the building noted on Attachment C. Existing Underdrain system in MKT Pad shall be protected and preserved by the contractor.

The installation of 200# Grease Trap with traffic rated cover.

Installation of a RV style gray water dump connection cap, 4’ by 7’-6” pad and piping as needed.

Installation of Frost-free hydrant at existing water service southeast corner of Building 01019.

Contractor to procure and apply for Permits for Portage County Water

Resources for connections to the sanitary and water system and arrange for inspections as needed.

Contractor to tie in and install 12 pair fiber optic line 100 feet from existing manhole west of the building to Building 01019 IT rack in existing conduit. A Certified Subcontractor shall be employed for the installation and the ring out of all systems.

General Requirements

Details of Work

1. Plumbing and fittings The contractor is to provide all necessary equipment, materials, labor and supervision to supply a complete functional plumbing and sanitary system to the building per the drawings. Piping should be such as to provide the minimum travels and appurtenances.

2. Water Supply The contractor shall provide all necessary equipment, materials, labor and supervision to supply a complete plumbing system that includes both hot water and cold water systems for the new equipment and fixtures. Contractor to utilize Copper type L with insulation. The contractor shall also provide features to meet up with the code such as the ADA requirements where applicable.

3. Mechanical

The contractor is to provide all the necessary equipment, materials, labor and supervision to supply functional mechanical systems including hot water systems to the new kitchen equipment. The mechanical systems shall be natural gas using Black steel schedule 40.

4. Electrical The contractor shall provide all the necessary planning, equipment, materials, labor and supervision to supply power to the Kitchen Equipment from the existing Panel “A”.

Appropriate connection outlets or hardwired systems will be utilized, unless noted otherwise. Conduit should be mounted inside the existing walls.

GFI Outlets where required by code

Outlets shall be standard and at required locations in the building.

5. IT

The contractor shall provide features necessary and adequate for the installation of a functional IT system in the building. The IT installation for the DFAC building shall include but not limited to:

NETWORK/DATA SERVICES: All infrastructure must meet the specifications indicated in TG_I3A_FEB10.

1. All infrastructure specifications not indicated in this document must be obtained from TG_I3A_FEB10. Any change from the specifications must be requested in writing and cut sheets or diagrams must be provided for approval before changes can be made. This system program install shall be performed independently by the ONG. The contractor shall provide the system housing, conduits, and wiring.

2. A 12 strand fiber optic cable shall be placed in the existing conduit from the closest manhole to the Communication Room. In the Communication Room the 12 strand fiber optic cable shall be terminated in a Light Interface Unit (LIU) mounted in the data cabinet that is located in the Comm. Room. The terminations must be fusion spliced in the splice case in the manhole as well as at the pigtails in the LIU. The pigtails need to be tipped with LC type connectors.

6. Finishing

The contractor shall apply due diligence in finishing the interiors to achieve the expected quality and outcome.

Acoustical Ceiling: Repair or replace as needed.

Painting and Wall Covering: All exposed walls, door frames and trims in the Kitchen and Storage areas shall be covered with minimum two coats of eggshell latex base paint or equal. All Interior paint shall match existing. All finishes shall be selected for durability, ease of maintenance, quality, and aesthetics. Where appropriate, finish selections should be uniform throughout each building. In the kitchen area, FRP and trim shall be placed 8 feet from the floor and trimmed appropriately in the Kitchen area.

7. Approval of materials

Prior to purchase of material, the contractor shall submit to the Contracting Officer, for material approval/disapproval, name of materials, brochures and technical literature covering in details the materials the contractor proposes to supply. Submittals shall be made for the items listed in the submittal checklist, or equivalent. Reference Contract Clause FAR 52.236.5

8. Warrantees

All work including workmanship, material, and equipment shall be warranted for the full period of standard manufacturer’s warranty, but in no case shall the warranty be for a period of less than 1 year. Upon notice from the Contracting Officer of any failure or deficiency during this warranty period, the parts or parts shall be repaired and/or replaced promptly with new part by and at the expense of the contractor.

9. As-built drawings The contractor shall keep an accurate record of all approved deviations from the approved design drawings which may occur in the work as actually constructed, and shall submit to the Contracting Officer, at completion of the work, complete information including descriptions, drawings, dimensions, marked prints, etc. of actual work done in both hard and electronic copies including final AUTO Cad files.

10. Building site The contractor shall be issued the drawings of the existing building to complement new drawings issued with the SOW. It is the duty of the contractor to verify and clarify the final siting of structures with the COR, KO or Project Manager.

Soil compaction tests of minimum 98% dry density shall be performed by a qualified professional and result furnished by the contractor to the owner for approval. The first lift of material shall be approximately 4-" thick in the loose state.

Each lift of soil thereafter shall be placed in max 8" loose thickness and shall be within plus or minus 2% of optimum moisture content as determined by the standard proctor test (ASTM D-69b).

Structural Fill: ODOT 304 granular material or approved equal, compacted in 8 inch lifts or less shall be used. The areas to include utility service connections and added structures.

It is the contractor’s responsibility to have a dumpster and portable restroom on site.

Contractor shall provide own temporary utility services at the site unless agreed otherwise with the owner.

The DFAC building is exempt from UFC ATFP stand-off distance requirements.

11. Drainage

All gutters and down spouts outlet to the storm sewer drainage network where available.

or extended approximately 20ft east beyond the building footprint to a day- light erosion controlled outlet that will include rock channels or better. The Contractor is responsible for locating and protecting all drainage within limits of construction when construction is complete. This includes the underdrain field in the Parking area between buildings 01020 and 01019.

12. Fire Alarm

The building has an addressable fire alarm system with lights and smoke detectors

The Contractor shall supplement these devices as needed by Code which shall include at least two heat detection units in the kitchen area.

13. Final Grading and Seeding

a. The contractor shall provide topsoil, seeding, mulching and grading on all areas surrounding the building that are affected by their construction. Please reference the attached site plan.

b. All disturbed areas within and outside the work area will be re-graded and re-seeded to the approval of the owner.

c. Contractor shall grade the site to the finish grade using the grade plan provided.

d. Seed mixes shall be approved by the owner prior to seeding (ref. Environmental supplemental conditions 3.2)

14. Environmental Requirements

14.1. See Attachment D:

15. Security requirements:

15.1 The CONTRACTOR shall ensure all personnel AT Level I training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 15 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 15 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website:http://jko.jten .mil.

15.2 The CONTRACTOR shall ensure all personnel complete the Defense Security Service (DSS) computer based course, OPSEC Awareness for Military Members, DoD Employees and Contractors (GS130.16training). This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete the OPSEC awareness training identified within 15 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 15 calendar days after completion of training by all employees and http://jko.jten/ subcontractor personnel. OPSEC Awareness for Military Members, DoD Employees and Contractors (GS130.16) at: https://securityawareness.usalearning.gov/opsec/index.htm

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

List of Attachments:

Attachment A: Existing Building Plans.

Attachment B: Proposed DFAC Project Plans.

Attachment C: Existing Site Plan Conditions

Attachment D: Environmental Procedures version 25 Jan, 2018

Attachment E: OHARNG supplied equipment

Attachment F: Contractor supplied equipment https://web-cols04.mail.mil/owa/redir.aspx?C=cgbJNVl6x-dXmvc2LV9sjZBRPQ2GzYsaemnEpXMUgNF3YPZp29TXCA..&URL=https%3a%2f%2fsecurityawareness.usalearning.gov%2fopsec%2findex.htm

Attachment “A”

Existing Building Plans

ROOM ELEVATION INFO

SECTION INFO

A.1

WALL SECTIONS

T.195% Construction Drawing

MKT/CKT

PAD

MKT/CKT

PAD

01019 01018

MKT/CKT

PAD

GEN INS (MESS HALL

/CLASSROOM)

45'X100'

GEN INS (MESS HALL

/CLASSROOM)

60'X100'

FFE = 1061.34

FUCHS DRIVE

CO.1

A.195% Construction Drawing for Approval

A.2.195% Construction Drawing for Approval

A.2.295% Construction Drawing for Approval

A.395% Construction Drawing for Approval

A.4For Reference Only - See Submittals

For Reference Only - See Submittals For Reference Only - See Submittals

DOOR SCHEDULE

FLOOR CEILING CEILING HGT WALL FINISH

ROOM SCHEDULE

BASEROOM

TYP ADA BATHROOM SPECIFICATIONS

A.595% Construction Drawing for Approval

E195% FOR APPROVAL

E295% FOR APPROVAL

Attachment “B”

Proposed DFAC Project Plans

CO L Mead e, Just a heads up tha t the sched ule f or the ITA Ms got ch anged to 8 AU G and 15 A UG so we are go ing to have the mee ti ngs a t 1068 rath er than the o ld HQ . We have Fence Prebi ds on Monda y as wel l and f igured i t wo uld be a ch all enge to get to the east sid e af terwards plu s the p lan was to h ave the UT ES 2 bay prebi d the same da y and there are some i ssues that are pu tt i ng that bid beh ind schedul e.

Than ks f or the assistance on thi s on e. O nce we get the UTE S 2 bay se tt l ed we st i ll may use the ol d H Q but I’ ll l et you kno w if that happen s.

COL Meade, Ju st a head s u p th at th e sch edule f or the ITAMs go t change d to 8 AUG and 15 AUG so we are go ing to have the meet in gs a t 1068 rather than the o ld HQ. We have Fence P rebid s o n Monday as well an d figu red it wou ld be a challe nge to get to th e east side af terward s p lus the p lan was to h ave th e UT ES 2 bay p reb id the same day and the re are some issues th at are put tin g that bid b ehind sched ule.

Than ks f or the assist ance on this on e. Once we get the UTE S 2 bay sett led we still may use the old HQ bu t I’ll let you know if th at ha ppen s.

Attachment “C”

Existing Site plan

Sanitary Sewer Connection

Proposed Oil Water Separator

Building 01019 location

Frost free Hydrant

Proposed 100 GPM 200# Grease

Trap

Building 01019 location

6" Sanitary Lateral tie in

Pull 12 Strand FO cable per Coded note 4 and terminate in existing MHand building 01020. Pathway andpull string in place.

Attachment “D”

Environmental Procedures Ver 25 JAN, 2018

Document 01 35 43 ENVIRONMENTAL PROCEDURES

Environmental Procedures 25 January 2018

1. General

1.1. These Environmental Procedures identify environmental compliance requirements for Ohio Army National Guard (OHARNG) projects. The Environmental Procedures are intentionally broad in scope to ensure contractors have information needed to price and complete work knowing all the requirements. In general these Environmental Procedures are applicable to all OHARNG projects, but some of the conditions are specific to certain types of work such as pest control, renovation, and demolition. Contractors conducting work not specified in these procedures are considered to be in compliance with no specific action required.

1.2. The 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.

If implemented accordingly, following the guidelines outlined in the following Environmental Procedures will ensure Contractor compliance with the EMS policy. Through sound environmental management, the OHARNG is committed to:

Assuring the sustainability and availability of training lands and facilities to enable soldier training and unit readiness.

Setting and reviewing environmental objectives and target to manage OHARNG significant environmental aspects.

Establishing the means to enable continual improvement of our environmental program.

Complying with all relevant environmental legislation and regulations.

Ensuring soldiers and employees of the OHARNG are informed of environmental program requirements and are able to execute individual and organizational responsibilities.

Improving upon pollution prevention and reduction strategies through the application of innovative processes and technologies.

Considering the environmental requirements and impacts in all planning processes relative to training, equipment fielding, and construction.

1.3. 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.

Document 01 35 43 ENVIRONMENTAL PROCEDURES

1.4. The Contractor (to include subcontractors) will not correspond with any regulatory agency regarding an OHARNG project without approval of the OHARNG. This includes meetings, phone calls, emails, permit/application submittals, or other written or verbal communications.

The OHARNG will review and approve all correspondence, to include permit applications and notifications, before they are 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, the US Army Corps of Engineers, County Engineer offices, and local Soil and Water Conservation offices.

1.5. 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 as applicable 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 before submittal regardless of who signs the application.

1.6. 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.

1.7. 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.

2. Environmental Work Plan

2.1. The Contractor will develop an Environmental Work Plan that provides details on the work to be performed and how it will be performed to ensure compliance with applicable environmental requirements. The complexity and content of the plan is directly related to work being performed. Topics addressed within the environmental work plan will include as applicable: description and location of the work to be performed; Contractor and OHARNG points of contact; storm water and sediment and erosion controls (may reference a SWP3 if applicable); site stabilization/seeding; hazardous materials to be used; spill prevention, response, and notification; emergency plan and emergency contact information; 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

Document 01 35 43 ENVIRONMENTAL PROCEDURES generation; methods and laboratories to be used to characterize the waste; waste haulers and disposal/treatment facilities to be used (Defense Reutilization Management Office (DRMO) approved waste haulers and treatment, storage, and disposal facilities (TSDFs) must be used for hazardous waste); 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; discharges from secondary containment and de-watering activities; and any other information pertinent to environmental compliance associated with the specific work being performed. The Environmental Work Plan will be reviewed by the OHARNG Environmental Office and edited by the Contractor as necessary to correct deficiencies. Work cannot not begin until this work plan has been approved by the OHARNG Environmental Office. A copy of the final work plan will be available at the project site at all times.

2.2. Two (2) hardcopies and two (2) electronic copy each of the draft version of the Environmental Work Plan will be submitted to the OHARNG for review and approval. The draft plan will have the word “Draft” in the title and at the top or across each page. In addition, lines will be numbered in draft reports to facilitate ease of comments. Initial draft work plan submission must be received by the Environmental Office no later than 30 calendar days from issuance of the notice to proceed. The OHARNG will review the draft work plan and return any comments/changes to the Contractor within two weeks of receipt.

The Contractor will have no more than 10 working days to address comments/changes and resubmit the final draft for approval. The Contractor will resolve all comments to the satisfaction of the OHARNG and provide a final Environmental Work Plan to the Environmental Office. The OHARNG reserves the right to re-evaluate the work plan in the event that unforeseen work conditions are encountered.

2.3. The Contractor will provide two (2) hardcopies and two (2) electronic copies each of the final Environmental Work Plan to the OHARNG. The OHARNG will review the final document to make sure all comments/revisions have been incorporated prior to final acceptance and approval.

2.4. Below is a sample outline for an Environmental Work Plan. Not all sections of the work plan may be applicable. If the section is not applicable insert “NOT APPLICABLE” below the section title, but do not remove the section from the table of contents. If a section is needed that is not included, add it at the end before the appendices.

1.0 Introduction, Site Location, and History

2.0 Contractor and Government Points of Contact

3.0 Description of Work to be Accomplished

4.0 Storm Water Management, Sediment, and Erosion Controls

5.0 Cultural and Natural Resources

6.0 Hazardous Materials Inventory and Management

7.0 Spill Prevention, Response, Notification, and Reporting

Document 01 35 43 ENVIRONMENTAL PROCEDURES

8.0 Emergency Plan and Points of Contact

9.0 Air Management, Discharges, Permits

10.0 Pesticide Use

11.0 Waste Management

11.1 Waste Management Point of Contact

11.2 Waste Streams/Types

11.3 Waste Characterization Methods and Labs

11.4 Waste Minimization Strategies and Recycling

11.5 Waste Management Procedures and Processes

11.6 Waste Hauler(s)

11.7 Waste Disposal/Treatment Facility/Facilities

12.0 Summary of Identified Environmental Hazards

13.0 Procedures for Environmental Hazards Abatement/Removal

13.1 Asbestos

13.2 Lead-containing Materials

13.3 PCB-containing Materials

13.4 Floor Sweep

13.5 Mercury-containing Materials/Equipment

13.6 Smoke Detectors

13.7 Exit Signs

13.8 Air Conditioners

13.9 Other Environmental Hazards

14.0 Building Demolition/Renovation Procedures/Methodology

14.1 Pre-demolition/renovation Submittals and Notifications

14.2 Pre-demolition/renovation Site Inspection

14.3 Mobilization

14.4 Demolition/Renovation Methodology

14.4.1 Structural Demolition

14.4.2 Utility Decommissioning

14.4.3 Storm Water Management

14.4.4 Dewatering Procedures

14.4.5 Protection of Environmental Resources

14.4.6 Site Restoration

Document 01 35 43 ENVIRONMENTAL PROCEDURES

14.5 Demobilization and Project Closeout

14.6 Job-site clearance report with the air monitoring results

Appendices

Appendix A – Site Plan/Aerial Photo Map

Appendix B - OHARNG Environmental Environmental Procedures

Appendix C – OHARNG Waste Management Guidelines

Appendix D – OHARNG Waste Inspection Form

Appendix E – OHARNG Demolition Diversion and Waste Disposal Form

Appendix F – OHARNG Asbestos Abatement Closeout Form

Appendix G – Site-specific Health and Safety Plan

Appendix H – Contractor Licensure

Appendix I – OHARNG Daily Pest Control Summary

Appendix J – OHARNG Supplemental Pesticide Application Report

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

3.1. The Contractor must comply with the local OHARNG Spill Contingency Plan and implement appropriate measure to prevent spills/releases to the environment and to respond, notify, and report when a release occurs. The Contractor is required to inspect equipment, fuel, and hazardous materials storage areas to ensure there are no leaks or releases. The Contractor is responsible for implementing spill response and cleanup of 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 applicable regulatory agency. Wastes will be managed as described in the waste management section of these Environmental Procedures.

3.2. The OHARNG will be notified of all spills/releases. Incidental releases (petroleum product less than 25 gallons, a release that stays of OHARNG property, not in water, and not a reportable quantity) will be responded to by the contractor and the OHARNG notified by telephone within 2-hours. Any spill of petroleum products over 25 gallons, a spill that goes off of OHARNG property, a spill of any amount into a body of water, or a reportable quantity release must be reported to the OHARNG immediately. All spills/releases must be reported in writing on the OHARNG Spill Report Form (Attachment 1) and submitted 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.

3.3. 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.

Document 01 35 43 ENVIRONMENTAL PROCEDURES

3.4. Contractor stationary fuel pods must be in/on secondary containment with a storage capacity of 110% of the container. A double walled container is sufficient secondary containment.

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 petroleum, oil, and lubricants (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 Waste Management Section of the Environmental Work Plan.

3.5. Individual fuel/POL cans (5 gallon or less) and hazardous materials used on job sites must be stored in a manner that prevents release to the environment. This will usually involve a covered storage area with appropriate secondary containment that protects them from rain and accidental damage. Chainsaw fuel and bar oil on logging jobs can be left at the tree felling site in the woods or brought out to the log landing each day.

4. Erosion Control, Storm Water and Other Surface Water Management

4.1. For all projects, regardless of the disturbance acreage, the Contractor will 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 soil run off detention methods will be used as needed. Spoil piles and disturbed areas will be managed in accordance with the stipulations outlined in the Ohio EPA General National Pollutant Discharge Elimination system (NPDES) Storm Water Construction Permit and the most current version of the Ohio Department of Natural Resources’ Rainwater and Land Development Manual; Ohio’s Standards for Storm Water Management, Land Development, and Urban Stream Protection (available on-line). The site must 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.

4.2. Post construction permanent storm water / water quality controls must be designed and installed in accordance with Section 438 of the Energy Independence and Security Act of 2007 (EISA) and the Ohio EPA General NPDES Storm Water Construction Permit. The current technical guidance on implementation of the Section 438 storm water runoff requirements is available on-line. The post construction requirements will be incorporated into all designs/plans and implemented/constructed by construction contractors as part of the initial site preparation.

Document 01 35 43 ENVIRONMENTAL PROCEDURES

4.3. 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 can be added to mixes to provide quick cover. For late season seeding, winter wheat/rye can be added to provide a quick cover. Contractors will use the approved grass seed mixes listed below or propose alternative seed mixes. The OHARNG Environmental Office must approve all seed mixes. The seed mixes that will be used will be identified in the Storm Water Management, Sediment, and Erosion Controls section of the Environmental Work Plan.

The following seed is approved for establishment of temporary cover. Species can be mixed if/as necessary for specific application.

Annual Rye Grass (Lolium multiflorum), broadcast @ 40 lbs/acre, drilled at 30 lbs/acre, mulch with a minimum of 3 bales of straw per 1000 square feet. Use mulch netting or fiber mat on slopes greater than 6%. Grows quickly but of short duration. Good growth during hot summer period.

Winter Rye (Secale cereal) broadcast @ 112 lbs/acre, drilled at 80 lbs/acre, mulch with a minimum of 3 bales of straw per 1000 square feet. Use mulch netting or fiber mat on slopes greater than 6%. Good for fall seeding. Select a hardy variety.

Oats (Avena sativa) broadcast @ 80 lbs/acre, drilled at 65 lbs/acre, mulch with a minimum of 3 bales of straw per 1000 square feet. Use mulch netting or fiber mat on slopes greater than 6%. Best for spring seeding. Fall seeding will die when winter sets in.

40% Nodding Wild Rye (Elymus canadensis), 40% Virginia wild rye (Elymus virginicus), 15% Partridge Pea (Chamaecrista fasciculata), and 5% Black-eyed Susan (Rudbeckia hirta), broadcast @ 35 lbs/acre, drilled at 25 lbs/acre, mulch with a minimum of 3 bales of straw per 1000 square feet. Add 20 lbs/acre of Annual Rye Grass (Lolium multiflorum) to the broadcast mix and 15 lbs/acre to the drilled mix. Good for areas that will remain unfinished indefinitely.

23.5% Nodding Wild Rye (Elymus canadensis), 25% Virginia wild rye (Elymus virginicus), 18.75% Partridge Pea (Chamaecrista fasciculata), 1.5% Black-eyed Susan (Rudbeckia hirta), and 31.25% Little Bluestem (Schizachyrium scoparium), broadcast @ 25 lbs/acre, drilled at 18 lbs/acre), mulch with a minimum of 3 bales of straw per 1000 square feet. Add 20 lbs/acre of Annual Rye Grass (Lolium multiflorum) to the broadcast mix and 15 lbs/acre to the drilled mix. Good for late season (after 15 September) quick temporary cover.

The following seed is approved for establishment of permanent cover in areas that are not maintained as turf grass or high foot traffic areas such as range impact areas that are not regularly mowed, roadsides outside of cantonment areas, fence lines outside of cantonment areas, etc. Substitution with similar species is permitted but must be approved by the OHARNG Environmental Office.

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23.5% Nodding Wild Rye (Elymus canadensis), 25% Virginia wild rye (Elymus virginicus), 22% Little Bluestem (Schizachyrium scoparium), 18.75% Partridge Pea (Chamaecrista fasciculata), 7.75% Thin-leaved Coneflower (Rudbeckia triloba), 1.5% Brown fox sedge (Carex vulpinoidea), 1.5% Black-eyed Susan (Rudbeckia hirta), broadcast @ 18 lbs/acre, drilled at 12 lbs/acre, mulch with a minimum of 3 bales of straw per 1000 square feet. Add 20 lbs/acre of Annual Rye Grass (Lolium multiflorum) to the broadcast mix and 15 lbs/acre to the drilled mix. This mix is for use in open areas that receive good sunlight.

31% Deertongue (Dichanthelium clandestinum), 25% Virginia wild rye (Elymus virginicus), 25% Nodding Wild Rye (Elymus canadensis), 10% Big Bluestem (Andropogon gerardii), and 9% Side-Oats Grama (Bouteloua curtipendula), broadcast @ 30 lbs/acre, drilled at 20 lbs/acre), mulch with a minimum of 3 bales of straw per 1000 square feet. Add 20 lbs/acre of Annual Rye Grass (Lolium multiflorum) to the broadcast mix and 15 lbs/acre to the drilled mix. This mix is for use in shaded areas, partial sun, and openings in the forest canopy.

Areas that are maintained with regular mowing during the growing season and receive heavy foot traffic will be seeded with an appropriate turf grass mix. Such areas include lawns in cantonment areas, parade fields, and range operational control areas (ROCAs). Turf grass mixes of Kentucky blue grass, fine fescue, and perennial ryegrass using varieties appropriate for the specific application will be identified by the contractor and reviewed and approved by the OHARNG prior to application. Contractors will provide draught resistant varieties in seed mixes. A potential mix and varieties are as follows.

40% Kentucky Bluegrass (applicable varieties), 30% Perennial Ryegrasses (applicable varieties), 20% Hard Fescue (applicable varieties), and 10% Creeping Red Fescue (applicable varieties)

4.4. For projects that disturb one (1) or more acres of ground (or otherwise meet the Ohio EPA criteria for permit coverage), the Prime Contractor will obtain coverage under the Ohio EPA General NPDES Permit for Storm Water Discharges Associated with Construction Activity.

The Contractor will submit a Notice of Intent (NOI) as the Operator and pay the applicable fee. The NOI must be approved by the OHARNG Environmental Office prior to submittal to the Ohio EPA. The Contractor will coordinate the content of the NOI with the OHARNG Environmental Office and will make modifications as directed. The contractor is required to have a Storm Water Pollution Prevention Plan (SWP3) prior to submitting the NOI (see below for SWP3 information). Subcontractors, as applicable, will submit co-permittee NOI’s after the Prime Contractor has obtained authorization and a permit number from the Ohio EPA. All co-permittee NOI’s must be approved by the OHARNG Environmental Office prior to submittal to the Ohio EPA. Copies of all NOI’s and Ohio EPA authorization letters will be provided to the OHARNG project manager and Environmental Office. In situations where the construction permit is in the name of the OHARNG, the Contractor and applicable subcontractors will be co-permittees under the OHARNG’s permit.

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4.5. In the absence of an Architect and Engineer (A&E), the Contractor is responsible for the development of Erosion and Storm Water Control (E&S) Plans and Details and the subsequent development of a Storm Water Pollution Prevention Plan (SWP3) in accordance with the requirements contained in the Ohio EPA General NPDES Permit for Storm Water Discharges Associated with Construction Activity. The Contractor will ensure that E&S controls and permanent post construction / water quality controls comply with Section 438 of the Energy Independence and Security Act of 2007 (EISA) and the latest version of the Ohio Department of Natural Resources publication titled "Rainwater and Land Development - Ohio's Standards for Storm Water Management and Land Development and Urban Stream Protection" (available on-line). If A&E E&S and post construction storm water / water quality control designs are available, the Contractor will prepare a SWP3 based on the plans and details provided by the A&E. The Contractor will submit a draft SWP3 to the Environmental Office no later than 30 calendar days from issuance of the notice to proceed.

The OHARNG will review the draft SWP3 and return any comments/changes to the Contractor within two weeks of receipt. The SWP3 will be evaluated using the Ohio EPA Storm Water Pollution Prevention Plan Checklist for Construction Activities (OHC000004) (Attachment 2). The Contractor will have no more than 10 working days to address comments/changes and resubmit the final draft for approval. Once approved by the Environmental Office, the SWP3 will be provided to the local Soil and Water Conservation District (SWCD) and local County Engineer (if required by County or other regulations) by the Contractor for their review and approval. The Contractor will make corrections to the SWP3 based upon OHARNG, SWCD and Engineer comments. The SWP3 will be signed by an authorized representative of the Contractor. The final copy of the SWP3 will be put in a three ring binder and a signed copy of the SWP3 will be given to the OHARNG Environmental Office, the project manager, and a copy will remain at the work site during project execution. If an A&E developed SWP3 is provided, the Contractor will modify it to include missing required project specific information. The OHARNG reserves the right to re-evaluate the SWP3 in the event that unforeseen work conditions are encountered.

4.6. When an A&E firm is hired to do a design, the A&E will design post construction permanent storm water/water quality controls in accordance with Section 438 of the Energy Independence and Security Act of 2007 (EISA) and the Ohio EPA General NPDES Storm Water Construction Permit as part of the design. The A&E will also develop Erosion and Storm Water Control (E&S) Plans and Details, notes, and details suitable for inclusion in the project Storm Water Pollution Prevention Plan (SWP3). Post-construction and construction controls will conform to the latest version of the Ohio Department of Natural Resources publication titled "Rainwater and Land Development - Ohio's Standards forStormwater Management and Land Development and Urban Stream Protection" (available on-line). If required in the design scope of work/contract, the A&E will develop a complete SWP3 in compliance with the requirements in the Ohio EPA General National Pollutant Discharge Elimination System (NPDES) Permit for Storm Water Discharges Associated with the Construction Activity. The SWP3 will be evaluated using the Ohio EPA Storm Water Pollution Prevention Plan Checklist for Construction Activities (OHC000004) (Attachment 2). The A&E will submit the draft SWP3 to the Environmental Office no later than 30 calendar days from issuance of the notice to proceed. The OHARNG will review the draft SWP3 and return any comments/changes to the A&E within two weeks of receipt. The

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A&E will have no more than 10 working days to address comments/changes and resubmit the final draft for approval. After review and approval by the OHARNG Environmental Office the A&E will coordinate review of the E&S plans and SWP3 with the local County Engineer and local Soil and Water Conservation District as applicable and make required revisions based on agency reviews. The final copy of the SWP3 will be put in a three ring binder. A signed copy of the SWP3 will be given to the OHARNG Environmental Office and the project manager. A copy of the SWP3 will made for and kept at the work site. The A&E will complete a draft NOI. The General Contractor will add any required project specific information to the E&S plans, SWP3, and draft NOI as applicable. Upon approval by the OHARNG, the General Contractor will submit the NOI and payment to the Ohio EPA. The OHARNG reserves the right to re-evaluate the SWP3 in the event that unforeseen work conditions are encountered.

4.7. The Contractor will implement the SWP3 and conduct all inspections and maintain storm water/erosion controls in accordance with the SWP3. The Contractor will use the inspection checklist for storm water controls in the SWP3 and will complete and maintain signed inspections on site in the SWP3 binder. Copies of weekly/post storm event inspections will be provided to the OHARNG project manager and Environmental Office monthly. The Contractor will notify the OHARNG project manager and Environmental Office immediately if there is a storm water control failure and off site discharge from the project area. Any proposed changes to the SWP3 must be coordinated with and approved by the OHARNG.

4.8. The Contractor will notify the OHARNG project manager and Environmental Office within 45 days of final site stabilization. The OHARNG Environmental Office will inspect the site to determine if adequate site stabilization has been achieved. Once adequate stabilization has been achieved the Contractor will submit a Notice of Termination (NOT). The NOT must be approved by the OHARNG Environmental Office prior to submittal to the Ohio EPA. The Contractor will provide the OHARNG project manager and Environmental Office with copies of the NOT. The site is considered to have reached final stabilization when the terms identified in the Ohio EPA Permit are met.

4.9. The Contractor will use best management practices or whatever means necessary to prevent contamination of storm water due to runoff from wastes, debris piles, fuel tanks, materials, equipment, and other storage/materials on the project site.

4.10. The Contractor is not permitted to disturb or fill any wetlands, streams, or other surface waters while performing tasks within the scope of work unless such disturbance or fill is specifically identified as a task in the scope and applicable permits and authorizations have been obtained. The Contractor will maintain a 30 foot undisturbed buffer around wetlands and depressional areas that hold water and will keep all equipment, materials, vehicles, debris, waste, and personnel out of this buffer and prevent discharges of any type (chemical or soil) from entering such areas.

4.11. The OHARNG Environmental Office must approve all dewatering activities. Dewatering will be addressed in the waste management section or the demolition dewatering section of the Environmental Work Plan if applicable to the project. Standing water must be

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Characterization may be possible by generator knowledge or may require sampling and analysis. For demolition projects the water may contain asbestos, lead, PCBs or other contaminants and will have to be sampled. Construction dewater would most likely only contain suspended solids but could contain contaminated groundwater depending upon where the project is located. At minimum, discharges must meet water quality standards identified in Ohio Administrative Code 3745-1. At locations with known contaminated groundwater the OHARNG Environmental Office will provide specific guidance on containerization, sampling, and disposal/discharge requirements. At minimum, water must go through an oil absorption and/or an activated charcoal, and/or a sediment filter bag as appropriate, prior to being discharged. Discharge will be done in a vegetated upland area that drains away from the work site unless otherwise specified in the scope of work or authorized by the OHARNG Environmental Office. Discharge will be done so as to allow the discharge to filter through dense groundcover vegetation. The discharge hose will be set on a piece of plywood or rubber mat to disperse the water and prevent a concentrated discharge that can cut and erode soil. Direct discharge to a stream, pond, wetland, ditch or other body of water or conveyance is not permitted.

5. Sanitary Sewer

5.1 For projects that include new, expanded or modified wastewater systems, the Contractor must obtain a permit-to-install (PTI) from the Ohio EPA. The PTI permit must be approved by the OHARNG Environmental Office prior to submittal to the Ohio EPA. The final PTI permit should be submitted approximately 35 business days prior to initiation of construction activities. A Fact Sheet regarding Wastewater PTI Applications describes in detail when a PTI is or is not required (Attachment 3)

6. Waste, Recycling and Hazardous Waste

6.1. Hazardous waste generated by any Contractor working on OHARNG projects counts toward the OHARNG monthly generation total and is an OHARNG waste. The Contractor is responsible for minimizing all waste generation from OHARNG projects and for properly managing all wastes generated from OHARNG projects in accordance with the Ohio Army National Guard Waste Management Guidelines (Attachment 4). Waste generated from OHARNG projects conducted at Camp Ravenna must be managed in accordance with the Camp Ravenna Waste Management Guidelines (Attachment 5). Waste will be managed in accordance with all applicable Federal, States, U.S. Army, NGB and OHARNG regulations and requirements. OHARNG sites may have specific hazardous waste information / management guidelines that must be followed to ensure compliance with applicable regulations and requirements.