AMD002section01 50 00.pdf
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- FY20 MCAF PAF180200 APR - JET FUEL STORAGE TANKS, ROYAL AUSTRALIAN AIR FORCE BASE TINDAL, AUSTRALIA
- Solicitation number
- N6274221R1300
About this file
This document contains specifications for a construction project. The project involves constructing two four million barrel cut-and-cover bulk fuel storage tanks, support infrastructure including two pump houses, a liquid fuel truck fill stand, fuel stand unloading and filter building, all required utilities, automatic tank gauging systems, site improvements, pavements, communications infrastructure, a backup generator and other work to provide a complete and usable fuel storage facility at Royal Australian Air Force Base Tindal in Northern Territory, Australia. Additionally, there are three pre-priced options to construct concrete versus asphalt pavements for heavy duty areas, a cross over pit for fuel transfer lines, and a hydrant-hose checkout station. The specifications provide requirements for temporary construction facilities and controls, products, and execution of the work.
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FY20 MCON Project PAF180200 APR - Jet Fuel Storage Tanks 1606003 Royal Australian Air Force (RAAF) Base Tindal, Australia
SECTION 01 50 00
TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN WATER WORKS ASSOCIATION (AWWA)
AWWA C511 (2017) Reduced-Pressure Principle Backflow Prevention Assembly
AUSTRALIAN GOVERNMENT CIVIL AVIATION SAFETY AUTHORITY (CASA)
MOS PART 139 (2020; VER 1.15) Manual of Standards Part 139 - Aerodromes
FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH
(FCCCHR)
FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations
NFPA 70 (2020) National Electrical Code
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Construction Site Plan; G
Traffic Control Plan; G
Haul Road Plan; G
SD-03 Product Data
SECTION 01 50 00 Page 1
AMD 002
Backflow Preventers; G
SD-07 Certificates
Backflow Tester Certification
Backflow Preventers Certificate of Full Approval
1.3 CONSTRUCTION SITE PLAN
Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.
1.4 BACKFLOW PREVENTERS CERTIFICATE
Certificate of Full Approval from FCCCHR List, University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.
As an alternative, backflow preventers that conform to the requirements of AS/NZS 2845.1 Water Supply - Backflow Prevention Devices: Part 1 Materials, Design, and Performance Requirements will be acceptable.
1.4.1 Backflow Tester Certificate
Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with any company participating in any other phase of this Contract.
1.4.2 Backflow Prevention Training Certificate
Submit a certificate recognized by the State or local authority that states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.
1.5 TROPICAL CYCLONE CONDITION OF READINESS (COR)
The Tropical Cyclone Condition of Readiness (COR) will conform to the RAAF Base Tindal Cyclone Emergency Plan based on the weather forecast for sustained winds. Contact the Contracting Officer for the current COR setting. The RAAF Base Tindal Cyclone Emergency Plan includes seven stages.
Monitor weather conditions a minimum of twice a day and take appropriate actions according to the approved Emergency Plan in the accepted Accident Prevention Plan, EM-385-1-1 Section 01 Emergency Planning and the instructions below.
SECTION 01 50 00 Page 2
Unless otherwise directed by the Contracting Officer, comply with:
a. COR Stage One, Tropical Cyclone Watch: A cyclone is in the area but unlikely to affect Tindal within the next 24 hours. Normal daily jobsite cleanup and good housekeeping practices. Collect and store in piles or containers scrap lumber, waste material, and rubbish for removal and disposal at the close of each work day. Maintain the construction site including storage areas, free of accumulation of debris. Stack form lumber in neat piles less than one m high. Remove all debris, trash, or objects that could become missile hazards.
b. COR Stage Two, Tropical Cyclone Warning: Maintain "COR Stage One" requirements and commence securing operations necessary for "COR Stage Four" which cannot be completed within 6 hours. Cease all routine activities which might interfere with securing operations. Commence securing and stow all gear and portable equipment. Reinforce or remove form work and scaffolding. Make preparations for securing buildings.
Review requirements pertaining to "COR Stage Three" and continue action as necessary to attain "COR Stage Two" readiness.
c. COR Stage Three: Destructive winds are expected to affect Tindal within the next 6 to 12 hours. Curtail or cease routine activities until securing operation is complete. Secure machinery, tools, equipment, materials, or remove from the jobsite. Expend every effort to clear all missile hazards and loose equipment from general base areas.
d. COR Stage Four, Cyclone in On-track for Tndal: Secure the jobsite, leave Government premises, and take shelter.
e. COR Stage Five, Destructive Winds Have Reached the Outskirts of Tindal: Remain in shelter.
f. COR Stage Six, the Worst Conditions Have Subsided but May Return:
Remain in shelter until All Clear is communicated.
g. COR Stage Seven, All Clear: Contractor is free to return to jobsite.
PART 2 PRODUCTS
2.1 TEMPORARY SIGNAGE
2.1.1 Bulletin Board
Immediately upon commencement of work activities, provide a clear weatherproof covered bulletin board not less than 915 mm by 1220 mm in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer.
2.1.2 Project and Safety Signs
The requirements for the signs, their content, and location are as specified in Section 01 58 00 PROJECT IDENTIFICATION. Erect signs within 15 calendar days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.
2.1.3 Warning Signs
SECTION 01 50 00 Page 3
Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM 385-1-1 Section 04 and relevant Australian standards such as AS 1319.
Attach signs to the perimeter fencing every 45 meters warning the public of the presence of construction hazards. Signs must require unauthorized persons to keep out of the construction site. Correct the data required by safety signs daily.
2.2 TEMPORARY TRAFFIC CONTROL
Comply with the requirements of AS 1742 regarding traffic control for works on roads.
2.2.1 Haul Roads
Construct access and haul roads necessary for proper prosecution of the work under this contract. Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Submit haul road plan for approval. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.
2.2.2 Barricades
Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.
2.3 FENCING
Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Safety fencing must be highly visible to be seen by pedestrians and vehicular traffic.
Specific fencing requirements are as described herein. All fencing will meet the requirements of EM 385-1-1 or AS 4687 and AS 1742.3.
2.3.1 Polyethylene Mesh Safety Fencing
Temporary safety fencing must be a high visibility orange colored, high density polyethylene grid, a minimum of 1 meter high. Mesh safety fencing to meet requirements of AS 1742.3.
2.3.2 Chain Link Panel Fencing
Temporary panel fencing must be galvanized steel chain link panels 1.83 meters high. Multiple fencing panels may be linked together at the bases to form long spans as needed. Each panel base must be weighted down using sand bags or other suitable materials in order for the fencing to withstand anticipated winds while remaining upright. Fencing must remain rigid and taut. Fencing to meet requirements of AS 4687.
SECTION 01 50 00 Page 4
2.3.3 Post-Driven Chain Link Fencing
Temporary post-driven fencing must be galvanized chain link fencing 1.83 meters high supported by and tightly secured to galvanized steel posts driven below grade. Fence posts must be located on minimum 3 meters centers. Posts may be set in various surfaces such as sand, soil, asphalt or concrete as necessary. Chain link fencing must remain rigid and taut with a minimum of 0.9 kilonewton of force exerted on it from any direction with less than 100 mm of deflection. Fencing and posts must be completely removed at the completion of construction and any surfaces disturbed or damaged must be restored to its original condition. Underground utilities must be located and identified prior to setting fence posts. Fence must be equipped with a lockable gate. Gate must remain locked when construction personnel are not present.
2.4 TEMPORARY WIRING
Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70. Include monthly inspection and testing of all equipment and apparatus.
2.5 BACKFLOW PREVENTERS
Reduced pressure principle type conforming to the applicable requirements of AWWA C511 or AS/NZ 2845.1 and AS/NZS 3500.
PART 3 EXECUTION
3.1 EMPLOYEE PARKING
Construction contract employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Employee parking must not interfere with existing and established parking requirements of the government installation.
3.2 TEMPORARY BULLETIN BOARD
Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.
3.3 AVAILABILITY AND USE OF UTILITY SERVICES
3.3.1 Temporary Utilities
Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.
3.3.2 Payment for Utility Services
a. The Government will make all reasonably required utilities available from existing outlets and supplies, as specified in the contract.
Unless otherwise provided in the contract, the amount of each utility service consumed will be charged to or paid at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. Carefully conserve any utilities furnished without charge. Consult with the
SECTION 01 50 00 Page 5
Contracting Officer frequently as the availability and allocation of water can vary depending on the time of year.
b. Government utilities listed in this paragraph may be furnished, if available without interfering with Government needs. Reasonable amounts of the following utilities will be made available without charge.
Utility Services
Electricity
Potable Water
Treated Water from Water Treatment Plant
c. The point at which the Government will deliver such utilities or services and the quantity available is as indicated. Potable water must be used for drinking water purposes only. Pay all costs incurred in connecting, converting, and transferring the utilities to the work.
Make connections, including providing backflow-preventing devices on connections to domestic water lines; providing meters; and providing transformers; and make disconnections. Under no circumstances will taps to base fire hydrants be allowed for obtaining domestic water.
3.3.2.1 Meters and Temporary Connections
If connecting into Base provided utilities, Contractor must provide and maintain necessary temporary connections, distribution lines, and meter bases required to monitor and measure all usage for cost recovery purposes.
Notify the Contracting Officer, in writing, 5 working days before final electrical connection is desired so that a utilities contract can be established.
3.3.2.2 Final Meter Reading
Before completion of the work and final acceptance of the work by the Government, notify the Contracting Officer, in writing, 5 working days before termination is desired. The Government will take a final meter reading and disconnect service. Contractor will remove all the temporary distribution lines, meter bases, and associated paraphernalia. Pay all outstanding utility bills before final acceptance of the work by the Government.
3.3.3 Treated Water for Defence Construction Projects
Attached at the end of this section is the guidance document for requests to secure treated water from the Water Treatment Plant (WTP) for Defence projects to receive treated water for use in construction from one of the water treatment plants managed by PFASIM Branch and currently operating at RAAF Tindal. Coordinate with the Contracting Officer.
Current assessment of the output of the water treatment is that it meets the requirements for uncontaminated freshwater, but does not meet the requirements for potable water and may possibly be used for tank hydrostatic testing and/or dust suppression, but not for the production of concrete. Section 33 56 21.17 SINGLE WALL ABOVEGROUND FIXED ROOF STEEL POL STORAGE TANK defines the water quality standard required for hydrotesting.
WTP water will be provided free of charge but any additional costs incurred
SECTION 01 50 00 Page 6 from providing the Contractor with water that are above normal operating costs are to be borne by the Contractor. This may include equipment, haulage costs, plant maintenance operator costs, overtime or other relevant costs.
3.3.4 Sanitation
a. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility.
Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system. Maintain these conveniences at all times. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.
3.3.5 Telephone
Make arrangements and pay all costs for telephone facilities desired.
3.3.6 Obstruction Lighting of Cranes
Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 30 meter above ground level. Light construction and installation must comply with MOS PART 139. Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.
3.3.7 Fire Protection
Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.
3.4 TRAFFIC PROVISIONS
3.4.1 Maintenance of Traffic
a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval.
Submit traffic control plan for approval by EIG Base Support Services through the Contracting Officer. The plan must be in accordance with State, Territory and local regulations and AS 1742. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.
b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.
SECTION 01 50 00 Page 7
c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required.
3.4.2 Protection of Traffic
Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.
3.4.3 Rush Hour Restrictions
Do not interfere with the peak traffic flows preceding and during normal operations for RAAF Base Tindal main gate without notification to and approval by the Contracting Officer. Peak traffic hours are 0730 to 0830 and 1530 to 1630 Monday through Friday.
3.4.4 Dust Control
Dust control methods and procedures must be approved by the Contracting Officer. Coordinate dust control methods with 01 57 19 TEMPORARY
ENVIRONMENTAL CONTROLS.
3.5 CONTRACTOR'S TEMPORARY FACILITIES
Contractor-owned or -leased trailers must be identified by Government assigned numbers. Apply the number to the trailer within 14 calendar days of notification, or sooner, if directed by the Government. Temporary facilities will meet requirements as identified in EM 385-1-1 Section 04.
Contractor trailers must be located outside Explosive Safe Quantity Distance (ESQD) arcs.
3.5.1 Safety Systems
Protect the integrity of any installed safety systems or personnel safety devices. Obtain prior approval from Contracting Officer if entrance into systems serving safety devices is required. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.
3.5.2 Administrative Field Offices
Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.
3.5.3 Storage Area
Construct a temporary 1.8 m high chain link fence around trailers and
SECTION 01 50 00 Page 8 materials. Include plastic strip inserts, colored green or brown, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the installation boundaries. Trailers, equipment, or materials must not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.
3.5.4 Supplemental Storage Area
Upon request, and pending availability, the Contracting Officer will designate another or supplemental area for the use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. The area will be maintained in a clean and orderly fashion and secured if needed to protect supplies and equipment. Utilities will not be provided to this area by the Government.
3.5.5 Appearance of Trailers
a. Trailers which are rusted, have peeling paint or are otherwise in need of repair will not be allowed on Installation property. Trailers must present a clean and neat exterior appearance and be in a state of good repair.
b. Paint using suitable paint and maintain the temporary facilities.
Failure to do so will be sufficient reason to require their removal.
3.5.6 Maintenance of Storage Area
a. Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, and will be traversed with construction equipment or other vehicles, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.
3.5.7 Security Provisions
Provide adequate outside security lighting at the temporary facilities.
The Contractor will be responsible for the security of its own equipment.
3.5.8 Storage Size and Location
Coordinate the storage location and size with Base Support Services through the Contracting Officer.
3.5.9 Weather Protection of Temporary Facilities and Stored Materials
SECTION 01 50 00 Page 9
Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.
3.5.9.1 Building and Site Storm Protection
When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.
Precautions must include, but are not limited to, closing openings;
removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.
3.6 GOVERNMENT FIELD OFFICE
3.6.1 Resident Engineer's Office
Provide the Government Resident Engineer with an office, approximately 20 square meters in floor area, located where directed and providing space heat, air conditioning unit, electric light and power, and toilet facilities consisting of one lavatory and one water closet complete with connections to water and sewer mains. Provide a mail slot in the door or a lockable mail box mounted on the surface of the door. Include a 1200 mm by 2400 mm plan table, four chairs, two standard size office desks each with computer spaces and telephones. Office must be equipped with Wi-Fi access.
At completion of the project, the office will remain the property of the Contractor and be removed from the site. Utilities will be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer. Compliance with safety and appearance requirements for temporary facilities stated in previous paragraphs is required.
3.6.2 Trailer-Type Mobile Office
The option is available to, furnish and maintain a trailer-type mobile office acceptable to the Contracting Officer to meet the requirements of the minimum facilities specified above. Securely anchor the trailer to the ground at all four corners to guard against movement during high winds.
Coordinate requirements for proper anchoring with EM 383-1-1 Section 04.
3.7 PLANT COMMUNICATIONS
Whenever the individual elements of the plant are located so that operation by normal voice between these elements is not satisfactory, install a satisfactory means of communication, such as telephone or other suitable devices and make available for use by Government personnel.
3.8 TEMPORARY PROJECT SAFETY FENCING
As soon as practicable, but not later than 15 calendar days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, remove from the work site.
3.9 CLEANUP
SECTION 01 50 00 Page 10
Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.
3.10 RESTORATION OF STORAGE AREA
Upon completion of the project remove the bulletin board, signs, barricades, haul roads, and any other temporary products from the site.
After removal of trailers, materials, and equipment from within the fenced area, remove the fence. Restore areas used during the performance of the contract to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.
-- End of Section --
SECTION 01 50 00 Page 11
PFAS Investigation and Management Branch
Provision of Treated Water for Defence Construction Projects
Purpose:
To provide guidance in reviewing requests from other Defence projects (the Proponent) to receive treated water for use in construction from one of the water treatment plants (WTP) managed by PFASIM Branch (PFASIMB) and currently operating at RAAF Williamtown, RAAF Tindal, RAAF Edinburgh and the Army Aviation Centre Oakey.
Scope:
This guidance currently applies only to requests from construction projects on one of the four Defence Bases at which a WTP to treat PFAS contaminated water is already operational.
Responsibilities:
All Proponent requests are to be submitted to the Defence PFASIM Project Director (PFASIM PD) responsible for the WTP site.
The Proponent should provide sufficient information on the project and its water requirements to allow the request to be adequately assessed by the WTP Operator and Defence.
The PFASIM PD is to inform PFAS Estate Management once a request is received.
Initial Request to PFASIM Branch
1. PFASIM PD contacted by the Proponent with details of the request for treated water including as a minimum:
Project Reference Number;
Project Name and Scope;
Project Sponsor details;
Project start and end dates;
Project Site/Location;
Estimated volume, frequency and duration for which water is required; and
Point(s) of contact for correspondence.
2. PFASIMB review the request and provide initial feedback and if deemed appropriate, preliminary, in-principle support to the request within 5 working days.
3. PFASIMB forward the request details and any preliminary feedback within 5 working days to the WTP Operator for their further review and assessment.
Information Requirements
4. The WTP Operator will review the request to determine any additional requirements that need to be addressed and any costs that need to be covered by the Proponent.
Payments of any additional costs that need to be covered by the Proponent are to be paid direct to the WTP Operator on terms agreed between the Proponent and WTP Operator.
These considerations could include, but are not limited to:
a. any additional storage or infrastructure and operator resourcing that may be required to provide the Proponent with water;
b. situations that could result in treated water being temporarily unavailable to the project;
c. arrangements for filling of buffer storage tanks, if required, for occasions when treated water might not be available to the project;
d. The Proponent having its own backup option to purchase/obtain water from a supplier should WTP treated water become unavailable;
e. Provision of a notice period should the WTP needs to be shut down for maintenance or operational reasons; and
f. Agreement between the Proponent and the WTP Operator of any supply restrictions which will be at the WTP Operator’s discretion taking into account any operating, maintenance or other priorities as determined from time to time by Defence.
5. Once the above and any other considerations have been evaluated and mutually agreed, the methods of transferring the water from the WTP, including any additional infrastructure/equipment requirements and a proposed schedule for implementation need to be prepared by the Proponent for review and endorsement by PFASIMB, Base Representatives and WTP Operator.
6. Any cost proposal from the WTP Operator is not to include a fee for provision of treated water.
7. Following WTP Operator consideration of the Proponent’s request, the WTP
Operator provides the PFASIM PD with a written recommendation and/or a request for further information.
8. Subject to the WTP Operator advising that the WTP can provide water with no impacts to the remediation provision of services under the contract with Defence, the PFASIM PD notifies the Proponent and WTP Operator of the decision and/or requests further information.
9. If the Proponent’s request is approved by Defence and the WTP Operator, management for establishing the arrangement and managing compliance is the responsibility of the Proponent and WTP Operator.
10. The PFASIM Branch Remediation team is to be kept informed and will only intervene if required.
11. The WTP Operator should include in its current reporting to Defence the volume of treated water that has been provided to the Proponent.
Additional Considerations:
12. Any additional costs incurred from providing the Proponent with water that are above the normal operating costs of the WTP are to be met by the Proponent. This may include equipment, transport costs, plant maintenance operator costs, overtime or other relevant costs. Any associated invoicing and payments may be managed directly between the Proponent and WTP Operator but commercial arrangements should be assessed and established on a case by case basis. It should be noted that costs covered by the Proponent do not constitute a contract obligating the WTP to provide water to the Proponent. Any operating, maintenance or other priorities as determined by Defence may take priority for water use.
13. The WTP Operator shall provide the Proponent with water that has been treated sufficiently to not cause pollution when used in construction including for dust suppression and wetting down of materials. However, the Proponent is to satisfy themselves that use of the treated water will not cause pollution to the environment and will comply with any legislation, regulatory requirements or other relevant guidelines.
14. Any cost savings against agreed contract payments that result from water being supplied from the WTP, rather than purchased from an external supplier, are to be returned by the Proponent to Defence (via the project budget associated with the construction water requirements). A statement summarising the volumes of water provided and costs saved should be sent to the PFASIM PD.
15. Any additional equipment is to be procured, supplied and managed by the Proponent but installation shall be in agreement with and may be managed by the WTP Operator and in compliance with the Base and any approved ECC or SSB conditions.
Where this cannot be accommodated within current approvals, it is the Proponent’s responsibility to secure the necessary approvals.
16. The Proponent is responsible for obtaining ECC or SSB approvals, if required.
17. The Proponent acknowledges that there may be circumstances under which the arrangement needs to be temporarily interrupted, volume of supply reduced, or supply totally terminated. Where possible notice will be provided to the Proponent of such circumstances. If such circumstances arise, the Proponent is responsible for making and meeting the costs of alternative arrangements and any penalties or costs arising to the Proponent under these circumstances are the Proponent’s responsibility.
| 01 50 00 - TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 CONSTRUCTION SITE PLAN |
| 1.4 BACKFLOW PREVENTERS CERTIFICATE |
| 1.4.1 Backflow Tester Certificate |
| 1.4.2 Backflow Prevention Training Certificate |
1.5 TROPICAL CYCLONE CONDITION OF READINESS COR
| PART 2 PRODUCTS |
| 2.1 TEMPORARY SIGNAGE |
| 2.1.1 Bulletin Board |
| 2.1.2 Project and Safety Signs |
| 2.1.3 Warning Signs |
| 2.2 TEMPORARY TRAFFIC CONTROL |
| 2.2.1 Haul Roads |
| 2.2.2 Barricades |
| 2.3 FENCING |
| 2.3.1 Polyethylene Mesh Safety Fencing |
| 2.3.2 Chain Link Panel Fencing |
| 2.3.3 Post-Driven Chain Link Fencing |
| 2.4 TEMPORARY WIRING |
| 2.5 BACKFLOW PREVENTERS |
| PART 3 EXECUTION |
| 3.1 EMPLOYEE PARKING |
| 3.2 TEMPORARY BULLETIN BOARD |
| 3.3 AVAILABILITY AND USE OF UTILITY SERVICES |
| 3.3.1 Temporary Utilities |
| 3.3.2 Payment for Utility Services |
| 3.3.2.1 Meters and Temporary Connections |
| 3.3.2.2 Final Meter Reading |
| 3.3.3 Treated Water for Defence Construction Projects |
| 3.3.4 Sanitation |
| 3.3.5 Telephone |
| 3.3.6 Obstruction Lighting of Cranes |
| 3.3.7 Fire Protection |
| 3.4 TRAFFIC PROVISIONS |
| 3.4.1 Maintenance of Traffic |
| 3.4.2 Protection of Traffic |
| 3.4.3 Rush Hour Restrictions |
| 3.4.4 Dust Control |
| 3.5 CONTRACTOR'S TEMPORARY FACILITIES |
| 3.5.1 Safety Systems |
| 3.5.2 Administrative Field Offices |
| 3.5.3 Storage Area |
| 3.5.4 Supplemental Storage Area |
| 3.5.5 Appearance of Trailers |
| 3.5.6 Maintenance of Storage Area |
| 3.5.7 Security Provisions |
| 3.5.8 Storage Size and Location |
| 3.5.9 Weather Protection of Temporary Facilities and Stored Materials |
| 3.5.9.1 Building and Site Storm Protection |
| 3.6 GOVERNMENT FIELD OFFICE |
| 3.6.1 Resident Engineer's Office |
| 3.6.2 Trailer-Type Mobile Office |
| 3.7 PLANT COMMUNICATIONS |
| 3.8 TEMPORARY PROJECT SAFETY FENCING |
| 3.9 CLEANUP |
| 3.10 RESTORATION OF STORAGE AREA |
File details come from the government source that posted it. Updated .