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energex underground distribution construction manual c1Please download the latest version for the best user experience: Internet Explorer (version 10 or higher), Chrome, Firefox, Safari or Opera. Public Lighting 7 Jun 2017 Energex Limited 2014. Distribution Construction. Manual. APPROVED BY: A Smith constructed in accordance with ENERGEX policies and design Relevant specifications in Energex’s Underground Distribution Construction Manual are found at -. Section C1: Conduits.Login here Join thousand of instructors and earn money hassle free! 1s12 Bolton Street, Mayfair, London, United Kingdom, W1J 8BD on 21st day of May, 2019. If you continue to use this site, you consent to our use of cookies. This information might be about you, your preferences or your device and is mostly used to make the site work as you expect it to. The information does not usually directly identify you, but it can give you a more personalized web experience. Because we respect your right to privacy, you can choose not to allow some types of cookies. Click on the different category headings to find out more and change our default settings. However, blocking some types of cookies may impact your experience of the site and the services we are able to offer. Discover everything Scribd has to offer, including books and audiobooks from major publishers. Start Free Trial Cancel anytime. Report this Document Download Now Save Save Energex Estimation Guide For Later 0 (1) 0 found this document useful (1 vote) 127 views 88 pages Energex Estimation Guide Uploaded by Carl James Granada Description: Energex Estimation Guide Full description Save Save Energex Estimation Guide For Later 0 0 found this document useful, Mark this document as useful 100 100 found this document not useful, Mark this document as not useful Embed Share Print Download Now Jump to Page You are on page 1 of 88 Search inside document Browse Books Site Directory Site Language: English Change Language English Change Language. Section 15: Major Change - entire section removed.http://amoosetracksmanor.com/userfiles/digitech-2101-manuale-italiano.xml
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Not current, see RED 01455 Operating Practices Works Involving the Energex Low Voltage Network. 30 July 2014 Version 4.9a Contents: New preamble added to contents page. Section 2: Minor changes: Section 2.8 incorporated into S2.5. S 2.8 removed as redundant. Requirement to check switches within work area only. (2.5). Phasing requirements clarified. Key changes include: Introduction of Isolation Notice and Proximity Clearance Energex permits no longer issued to non Energex personnel. Customer responsible for own isolation and safe system of work. 19 August 2011 Version 4.9 Section 0: Additions to responsibilities of Commissioning Coordinator role. Additions to responsibilities of Applicant and LV Outage Officer role. Introduce new definition and responsibility for LV Outage Coordinators. Introduce new definition for ENC. Section 11: Re-introduce commissioning using an Access Permit in certain circumstances. (11.4.3.4) Section 12: Section numbering updated. 1 June 2010 Version 4.7 Section 0: Responsibilities and Definitions updated to reflect changes to Section 11. Section 2: Temporary Isolation Points Installed by Live Line (2.1.3) modified. Modifications to remote control switching for switching Coordinators (2.5.3) Section 4: Black Pin definition modified to display Not Electrically Connected electrical apparatus. Reformat section Additional section titled the play pin code. Section 6: Amendment made to Notes for Fig 6.1.1 (Forward Scopers) Section 7: Projects Involving new secondary systems work and commissioned plant (7.10.1). A new Work Activity and Work Clearance Method table included. Introduce the term Not Electrically Connected into the OPM. Section 14: Update section14.4.2, 14.5 1and 14.6 Emergency Work. Reinforce the requirement to confirm the recipient of the RB work authority has the appropriate authorisation. Section 15: Modifications made to section 15.2.http://www.dmkaudit.sk/101/upload/digitax-user-manual.xml4 required conditions when energising new LV electrical apparatus associated with Not Electrically Connected HV electrical apparatus. New Decommissioning Notice attachment A form. Section 2: Live Line Temp Isolation Points not in the same span as work area added (2.1.3). Section 10: Disconnecting and Recovering Electrical Apparatus Using an Access Permit. Section 10: Work on a PT using form 1174 removed. Section 11: Commissioning with Form 1174 removed. 28 June 2006 Version 4.3 Section 9: Date for JKSS removed from service changed. Section 4: B added to pink pins to help differentiate them from faded red pins Section 9: Corrections to operating instructions for ABB SDAF ring main units and switch fuse units. Section 10: Section 10.6 updated to cover new 11 kV mobile generators. Section 11: A switching sheet is now required for all verbal commissioning and decommissioning. Section 15: Clarification of Low voltage switching sheet requirements. A switching sheet is required for working on and commissioning of streetlight circuits. 19 April 2004 Version 2.0 Section 6: Minor text edits. Section 11: Additional commissioning and de-commissioning methods included. Section 14: Minor text edits. Incorrect references in section 14.5 fixed. All references to section 14.3 changed to 14.4. 11 September 2003 Version 1.0 Initial issue of Operating Practices Manual as a BMS document. Section 5: Changes to auditing and document retention requirements. Section 6: Urgent rescue procedures associated with life threatening situations reviewed. All isolation to be via an approved isolation point. MDO procedures and associated flowchart reviewed. Section 7: Completely revised as a result of recent secondary systems incidents. Section 8 Clarification provided on: the application of portable earths to the bottom of expulsion drop-out fuses the handling of portable earths the application and removal of test leads.https://formations.fondationmironroyer.com/en/node/13004 An Authority to Energise AE is now required for all commissioning (except for pole transformers under existing mains). Section 14: Changes to auto-reclose suppression requirements particularly in relation to PMRs. Section 15: General review of section to incorporate changes suggested by users. OPERATING INSTRUCTIONS INSTRUCTIONS DE FONCTIONNEMENT Documents Operating instructions Betriebsanleitung Manuale d'uso. The project site occupies 793 hectares on the southern banks of the Caboolture River to the east of the Bruce Highway. The proposal seeks to develop the site into a major integrated mixed-use residential, business park, marina (800 berths) and marine industry precinct. The development also incorporates a golf course and 365 hectares of recreation area. The specific industries and businesses that will be located in the NEBP are unknown at this stage of the development. Two to three tankers per month during public holidays. The dry stack boat storage will operate from 4:00am to 9:00pm. Site Access Bruce Highway and existing roads (Nolan Drive and Trafalgar Drive). Otherwise new roads will be established onsite. Environmental Features Retention of extensive riparian (open space) adjacent to the Caboolture River. Retention of protected vegetation and Heritage Park. Stretch of Caboolture River is part of Fish Habitat Area A. Effluent Disposal Weier Road WWTP. New pipelines to be establish to link the development and the WWTP to be upgraded to cope with the increased input. Risk analysis involves consideration of the sources of risk, their consequences and the likelihood that those consequences may occur. Consequences and likelihood are combined to produce a level of risk. Where no reliable data are available then subjective estimates are made about the occurrence of a particular outcome or event.http://erka-techserv.com/images/command-and-conquer-3-kane-s-wrath-manual-pdf.pdf Risk evaluation involves comparing the level of risk found during the analysis process with risk criteria, which describes action priorities for different risk levels or categories. Risk levels may be expressed qualitatively (e.g. low, medium, high and extreme) or quantitatively (e.g. fatality risk of 1 in a million per year). A qualitative approach was used in this report to describe the relative risks associated with a large range of potential site activities. More detailed quantitative assessments should be carried out where high or extreme risks are identified. This report is specifically concerned with the potential for hazardous events or incidents. That is, events that may cause injuries or fatalities, damage to property or damage to the biophysical environment (i.e. water, land and air). The types of hazardous events that may occur during construction or operation phases of industrial developments are fires, explosions or releases of hazardous substances or other contaminants (e.g. sediment). The risk of a hazardous event is greatest where dangerous goods or hazardous substances are stored and used or where site activities are carried out in sensitive areas (e.g. protected fish reserve or near a school). Natural events such as flooding and bushfire may also impact on a development. The site is located on Nolan Drive at Morayfield, which is approximately 4.5km radially east of the Caboolture town centre. The site covers 793ha along the Caboolture River, including 9km of river frontage, and is 8km from the river mouth (and Deception Bay). Most of the surrounding land is zoned and established Rural Residential, particularly to the south and west of the site. The Bruce Highway forms the western boundary of the site. Land on the opposite (northern) side of the Caboolture River also comprises large rural allotments but with links to forestry and large environmental areas. CONSTRUCTION PHASE ACTIVITIES Description The development of each of the precincts within the NEBP will be staged over a 20 year period in accordance with approvals and commercial requirements. The general sequence of works for each stage includes site establishment, site clearing, earthworks and infrastructure. There will be 50 000 litres of diesel stored on site during construction works to fuel heavy machinery including bulldozers, scrapers, excavators, trucks and cranes. The marina basin will be isolated from the Caboolture River for the majority of its construction and then opened to the main river for operational purposes. The construction of the marina will require capital dredging works in the order of 1 500 000m3. Each of the precincts within the NEBP will be serviced by water, sewer, power and telecommunications. The potential for the supply of natural gas is also under investigation. Sewage flows from the development will be fed to the South Caboolture wastewater treatment plant, which requires updating of the pipe network. A dual reticulation system servicing residential and commercial property uses would allow other uses of recycled water. Potential Hazards A hazard identification analysis was applied to the NEBP development to systematically consider hazards that may result from the proposed activities. Silt runoff controls could also fail under intense rainfall and flood conditions during the excavation and earthworks stages of the development. Several hazards associated with the operation of community infrastructure were also identified. Business, Industry and the Marina The business and industry precinct will comprise general industry, service industry, motor vehicle repairs, fuel depot, storage facility and public utility. A service station may also be located within this precinct. The marina precinct includes marine industry and shipyard as well as the marina basin and residential developments. A fuel dock will be located within the marina basin and access area, which will be available to marina vessels 24 hours per day, 7 days per week. The marina will store 55 000L of diesel and 20 000L of unleaded petrol for fuelling of marina vessels. Residential The land based residential options include a village residential hotel, multi-level residential development, low-rise medium density and golf course residential. The number of residences was estimated to be 2500 while the residential population was estimated to be around 5300. 1 ERAs are usually industrial activities with the potential to release contaminants to the environment. The golf course and golf club are to be located on the southern side of the proposed access road. Potential Hazards The major hazards from the proposed business, industry and marina activities are associated with the storage of dangerous goods. Premises are classified into one of four categories as the quantity of dangerous goods stored exceeds specified amounts. The only activity for which the quantity of dangerous goods to be stored is known is the fuel dock in the marina. The quantity of diesel to be stored at the marina is below the threshold quantity for a large dangerous goods location of 100 000 litres. The quantity of unleaded petrol to be stored at the marina however exceeds the quantity for a large dangerous goods location of 2500 litres. Several possible hazardous events were identified for the supply of recycled water for industrial processes. The risk analysis was carried out in two stages: (1) without control measures (inherent potential risk), and (2) with control measures as described in the Hazard Identification section (residual risk). In terms of inherent potential risk, there were no hazardous events that were classified as extreme. RISK ASSESSMENT The highest risk residual (with control measures) levels were associated with the supply of contaminated recycled water (in the event of treatment plant failure), fire or explosion in the marine industries, fire or explosion in the marina, spill into stormwater from marine industries, collision in the boat entrance channel and mosquito-borne diseases. This analysis concluded that additional control measures could be implemented to reduce the risks from fire and explosion. Further detailed risk assessment is recommended for the use of recycled water on site and prior to the establishment of new industries. The activities of Large Dangerous Goods Locations in particular should be individually assessed (in accordance with Dangerous Goods Safety Management legislation) and the findings of each assessment incorporated in the risk management plan for the site. The potential for contracting mosquito-borne diseases, such as Ross River virus (RRv) was also considered to be a medium risk. This was a qualitative and conservative assessment because the final mix of land uses within the NEBP was unknown. The risk assessment covered both environmental and land use safety risks for both the construction and operation phases. In addition it considered both site activities and the potential impacts of natural events (particularly flooding and mosquito-borne disease). This section specifically addresses the main points listed in the Terms of Reference for this development proposal. Description of Environmental Values The environmental values that may be affected by the proposal are primarily those provided by the Caboolture River. These values include aquatic ecosystems comprising significant wetlands and fish habitat areas. The major potential hazard to this value is exposure to toxicants from marine industries or the marina that are released to the aquatic environment by the stormwater system. This includes the release of fire waters produced in an emergency situation (e.g. fire or explosion), which could contain raw chemicals, waste materials and combustion products. The level of risk from these events was assessed qualitatively according to scales described in this report. The level of residual risk (with proposed control measures) associated with these events was determined to be medium. The likelihood of a fire in the marine industries sector was shown to be higher (classified as likely) than other activities based on frequency data provided by the Fire Engineering Guidelines for industrial occupancies. The consequences of this event vary depending on the types and quantities of hazardous substances stored and used by the activity. The types and quantities that are known are summarised below. The marina is classified as a Large Dangerous Goods Location (LDGL) on this basis. A list of all hazardous substances to be used, stored, processed, produced or transported is unknown at this stage of the development because the industry precinct will be rolled out over approximately five years. Applies to DG only. The preventative measures for storage and handling of these goods are described in Section 9 of this report. In the case of the construction phase, it is expected that diesel fuel will be stored in an above ground tank that should be bunded with a containment capacity of 110 of the total fuel volume (i.e. 55 000 litres). In the case of the marina, it is proposed to store the diesel and unleaded petrol in underground fuel storage tanks. These fuels should be managed in accordance with AS 1940: 2004 The Storage and Handling of Flammable and Combustible Liquids. Fuel will be transported to the site using approved road tankers in accordance with the Australian Code for the Transportation of Dangerous Goods by Road and Rail. The design intent for the internal road is to prevent heavy vehicles from the using local network. Natural Hazards No potential wildlife hazards have been identified on the site, with the exception of several species of snakes (information provided by the Client) that may be encountered throughout Brisbane. Mosquitoes however are likely to be a problem in terms of the spread of diseases such as Ross River virus (RRv) and Barmah Forest virus. There is a very high risk of diseases for residences located within 1.5km of breeding sites and a significant risk of diseases for distances of 1.5 to 5km from breeding sites. The primary risks were determined to be those associated with fire or explosion in the marine industries and Marina precincts, fire in residential areas (in terms of potential property damage), exposure to contaminated recycled water (e.g. in the case of treatment plant failure), sewage releases in the marina basin and boating collisions. The nearest Fire Stations are located at Caboolture and Deception Bay. The standard procedure in the event of an emergency is to contact the Department of Emergency Services by dialling 000. Discussions with the Queensland Fire and Rescue Service indicate the response time to the proposed development location would be within ten minutes. CHEM Services has advised they may be involved in development assessment through referral by the Local Council but their main role is as a concurrence agency for Major Hazard Facilities (does not apply to this development). Further discussions may be held with Queensland Fire and Rescue as information about the types of industries within the development becomes available. The requirement for this Hazard and Risk Analysis is specified in the Coordinator General’s Terms of Reference for an Environmental Impact Statement (EIS) (December 2006). Risk is a concept used to describe the likelihood of harmful consequences arising from the interaction of hazards, community and the environment. A hazard is a situation or condition with the potential for loss or harm to the community, property or environment and includes natural hazards such as flood and bushfire. Risk analysis is a systematic process used to understand the nature of and to deduce the level of risk so that the development process incorporates risk mitigation measures and response planning. A detailed description of the project throughout its lifetime was unavailable at the time of this analysis, particularly in relation to the types of business and industry activities. This analysis therefore has been based on assumptions about industries that may be located in this type of development from reviews of similar existing Business Parks and Marinas. Of particular interest is the marina, which will include the storage and supply of fuel (mainly diesel) in close proximity to a residential development and the Caboolture River estuary. Shipyards are also associated with large marina developments, and may include activities such as ship building, repairs, abrasive blasting and spray painting. The objective of this report was to identify and evaluate the potential for hazardous incidents to cause injury or fatalities, damage to property or damage to the biophysical environment. The types of hazardous incidents known to occur during any development are fires, explosions and toxic releases. The approach was to qualitatively assess all likely activities but the major hazards associated with the NEBP were considered to be the transport, storage and dispensing of fuels as well as any storage of dangerous goods. In addition, the Caboolture Shire Plan recognises flooding as a natural moderate hazard risk. The analysis addresses interactions between facilities (e.g. different land uses within the development) as well as offsite impacts (e.g. Caboolture River). The purpose of this study is to assist the development approval process by identifying the hazards, prioritising hazards on the basis of the risk analysis and defining appropriate risk reduction measures. This is a qualitative and conservative assessment because the final mix of land uses within the NEBP is unknown (the Park will be staged over a 20 year period in accordance with approvals and commercial requirements). Therefore, this approach is used to demonstrate that either: 1. The facilities, or processes that are undertaken on site will not pose an environmental or safety hazard or risk, or 2. In accordance with any hazard or risk identified, the appropriate ameliorative design and environmental management measures have been included in the proposed development. 2.2 Scope The scope of the study was to assess the hazards and risks associated with the construction and operation of the Northeast Business Park (NEBP) as outlined in the Northeast Business Park Project - Terms of Reference for an Environmental Impact Statement (The CoordinatorGeneral December 2006). The terms of reference require: 1. Description of the environmental values likely to be affected by any hazardous materials and actions incorporated in the proposal; and 2. Assessment of potential impacts and mitigation measures for protecting people and places from hazard and risk. The appropriate level of risk evaluation at this stage of the proposed development is equivalent to a Preliminary Hazard Assessment (PHA). Major Industrial Hazards Advisory Paper No. 3. Hazard Identification, Risk Assessment and Risk Control. Guidelines for Hazard Analysis. It is approximately 4.5km directly east of the Caboolture town centre. The site is a mixture of cleared vegetation, regrowth and remnant vegetation. The cleared areas are the result of previous land use, namely cane farming and forestry. Some remnant vegetation exists in the western corner. The site forms part of the Caboolture River catchment with several sections of the riparian zone along the river nominated as a wetland protection area. Remnant vegetation in the western corner is also nominated as a wetland protection area by the Caboolture Shire Council. The Caboolture River is nominated as a catchment protected major waterway with the onsite small creeks and drainage lines nominated as catchment protected minor waterways. It is not part of the potable water catchment. 3.2 Surrounding Land Uses The land to the immediate north and south is zoned Rural Residential. Both these northern and southern areas are already partially established with residential development. Development immediately to the south of the subject site consists of rural and rural residential development on lots ranging in size from 1-18 hectares. Development further to the south east consists of rural residential lots, generally either 3000m2 or 8000m2 in area. West of the site is the Bruce Highway, beyond this the land use zoning is a mixture of Residential A, Rural Residential, isolated rural parcels and open space. Further west is the railway and the township of Morayfield. To the east of the site is the Caboolture River. Beyond the river the land is cleared open space with a mixture of forestry and rural land use. Land on the opposite side of the Caboolture River consists predominantly of large rural allotments that link to forestry and large environmental areas to the north. The site effectively forms the interface of urban development and extensive environmental and open space areas and corridors, particularly to the east and north. There is an existing marina and slipway (Monty’s) located on the Caboolture River in the vicinity of the proposed development. 3.3 Caboolture Shire Demographics The Caboolture Shire has a population of approximately 135,000 people, with an annual growth rate of approximately 3,000 people (Caboolture Shire Council, 2007). The Shire has experienced an average annual 2.6 population increase since 1996, which is greater than the Queensland average for the same period of 1.7 (Caboolture Shire Council, 2001). Dwellings within the shire are predominantly houses that are either fully owned or under mortgage. Townhouses are next most popular dwelling type followed by units. The average number of people within houses is 2.9 persons, with 1.8 and 1.7 persons in townhouses or units respectively. Excludes marked channel. Site is adjacent to wetlands that are likely to be used by birds protected under these agreements. As per EPA Plan No. SC3367 (adjacent Caboolture River). Part of the site is within an Erosion Prone Area, being 40 metres landward of Highest Astronomical Tide (HAT). Site is adjacent to Significant Coastal Wetlands. Site contains some identified communities of concern. No Coastal Management Districts mapped in the locality. Japan Australia Migratory Birds Agreement. Away from the actual river the tributaries in this area are classed as lowland streams (freshwater at elevations We are a non-profit group that run this service to share documents. We need your help to maintenance and improve this website. If you continue your browsing, we assume that you accept our use of cookies. Find out on how we use cookies and how to change your settings to refuse them by clicking on the link on the right hand side.These cables are manufactured using the latest in clean compound handling technology.Sign in with your Nexans account. Some MacGyvers in the audience may swear the battery-on-battery method (don’t ask) is perfectly safe, but if your automatic-transmission car’s battery is dead, and you’re without jumper cables, you’ve got two options: grab the portable jump-starter you’ve got stowed in your car, or call a tow truck or the AAA for battery service. But let’s say you’ve got a standard-shift and you’re game to push-start your car. We’re going to show you how to do it safely, and give you some other options just in case it’s not your battery that’s the problem after all. To get you back on the road and roaring off into the sunset, The Drive’s crack How-To team is here to help you jump start your car without another car, when at all possible. Got your running shoes on. Basics Estimated Time Needed: 30 minutes Skill Level: Intermediate Vehicle System: Electrical Depositphotos Starting a Car With a Jump Starter Safety It’s important to remember you should never attempt to jump-start a car with a damaged battery, which can catch fire or even explode. Here’s what you’ll need to ensure you keep your skin spotless and your heart thrumming to Rhythm Nation’s beat. Non-conductive mechanic gloves. Safety Glasses (optional). Organizing your tools and gear so everything is easily reachable will save precious minutes waiting for your handy-dandy child or four-legged helper to bring you the sandpaper or blowtorch. (You won't need a blowtorch for this job. Please don’t have your kid hand you a blowtorch—Ed.) Depositphotos Jump Starter Everything You’ll Need We’re not psychic, nor are we snooping through your toolbox or garage, so here’s exactly what you’ll need to get the job done. Tool List A couple of friends (or helpful strangers) if push-starting A jump starter A charged cellphone Jonathon Klein Manual Transmission Here’s How to Start a Car With a Dead Battery Without Another Car Let’s do this.