The document is a final report from Kerr Wood Leidal Associates Ltd. to the City of Grand Forks summarizing utilities capital planning. It contains sections on the existing sanitary system, potable water system, stormwater system, road infrastructure, a multi-utility upgrading strategy, capital plan, and conclusions and recommendations. Figures and tables in the report provide information on aspects of each system such as the existing infrastructure, capital projects, unit rates, and upgrading priorities.
This document outlines minimum geotechnical design standards for Transport and Main Roads projects in Queensland. It covers requirements for embankments, cuttings, bridge and structure foundations, retaining structures, ground anchorages, and expansive soils. Key requirements include conducting a geotechnical investigation and reporting in accordance with standards, submitting design reports and calculations for review, and ensuring earthworks and structures meet performance criteria for pavement and structural support. Exemptions from the standards require a risk assessment and approval from the department.
This draft wastewater facilities plan by Carollo Engineers summarizes the existing wastewater system for the City of Oak Harbor and evaluates alternatives to address the city's future needs. The plan identifies expanding population growth as driving the need for increased treatment capacity. Two potential sites, Windjammer Vicinity and Crescent Harbor North, are evaluated in detail as locations for a new membrane bioreactor wastewater treatment plant. The recommended alternative includes a new 7.5 million gallon per day plant in Phase 1 to be located at Crescent Harbor North along with conveyance system upgrades.
This document is a water and wastewater master plan prepared by Freese and Nichols, Inc. for the City of Killeen. It includes analyses of the existing water distribution and wastewater collection systems to identify deficiencies, projects population growth through 2032, and develops a capital improvement plan to accommodate growth and renew aging infrastructure for both systems over a 20-year period. Key recommendations include increasing water supply capacity, expanding transmission mains, adding elevated storage, and extending services to new growth areas for the water system, and rehabilitating sewer lines and upgrading lift stations for the wastewater system. The total estimated cost for improvements to the water system is $30,359,140 and for the wast
The document proposes constructing a pedestrian bridge in KwaNogawu Village, KwaZulu-Natal. It considers three alternatives for the bridge: 1) A structural steel cable stayed truss bridge. 2) A concrete beam bridge with steel rails. 3) A cable stayed timber pedestrian bridge. For each, it discusses design, economic benefits, construction period, maximizing profits, flexibility, construction speed, safety, quality, sustainability, and advantages/disadvantages. It also provides details on the project location, site access, socioeconomic value, environmental policy, and waste management plans.
This document provides information on capital improvement projects for the City and County of Honolulu from fiscal years 2012 to 2017. It includes a directory of projects organized by function and sub-function such as general government, public safety, highways and streets, sanitation, and more. For each project there is a brief title and the page number where more details can be found in the document. The directory is preceded by sections on funding sources and phases of projects.
This document provides guidance on conducting energy assessments for commercial buildings in India. It was developed by the International Resources Group under the USAID ECO-III Project with input from the Bureau of Energy Efficiency and other experts. The document outlines a three-step process for energy assessments: pre-assessment, assessment, and post-assessment. It describes tools and procedures to use at each step, including screening tools, data collection, benchmarking, requesting proposals from energy auditors, and conducting preliminary, comprehensive, and detailed assessments. The goal is to help building owners understand their energy use and identify opportunities for cost-effective savings.
This document provides a detailed project report for the Integrated Watershed Management Programme (IWMP) project in Trikanjan, Baramulla District, Jammu & Kashmir. It begins with an introduction to the state and district, describing the geography, climate, population, and economy. It then provides project details including the names of villages and gram panchayats covered, reasons for selection, implementing agency details, proposed area for treatment, duration, and budget. The report is organized into 10 chapters covering the project preparation and planning process, proposed activities, institutional arrangements, livelihood promotion, natural resource management, capacity building, budget, expected outcomes and results.
This document summarizes a feasibility study conducted by EC Oregon on developing anaerobic digesters at dairy farms in Oregon. The study assessed the technical and financial viability of digesters using dairy manure alone or co-digesting manure with other organic waste. The study found that digesters using only dairy manure were technically sound but not financially attractive. Co-digesting manure with high-energy waste was required for project viability. Successful dairy biogas projects will require managing financing, incentives, and negotiating power purchase agreements. Recommendations are provided to facilitate collaboration between industries and stakeholders to promote digesters in Oregon.
This document outlines minimum geotechnical design standards for Transport and Main Roads projects in Queensland. It covers requirements for embankments, cuttings, bridge and structure foundations, retaining structures, ground anchorages, and expansive soils. Key requirements include conducting a geotechnical investigation and reporting in accordance with standards, submitting design reports and calculations for review, and ensuring earthworks and structures meet performance criteria for pavement and structural support. Exemptions from the standards require a risk assessment and approval from the department.
This draft wastewater facilities plan by Carollo Engineers summarizes the existing wastewater system for the City of Oak Harbor and evaluates alternatives to address the city's future needs. The plan identifies expanding population growth as driving the need for increased treatment capacity. Two potential sites, Windjammer Vicinity and Crescent Harbor North, are evaluated in detail as locations for a new membrane bioreactor wastewater treatment plant. The recommended alternative includes a new 7.5 million gallon per day plant in Phase 1 to be located at Crescent Harbor North along with conveyance system upgrades.
This document is a water and wastewater master plan prepared by Freese and Nichols, Inc. for the City of Killeen. It includes analyses of the existing water distribution and wastewater collection systems to identify deficiencies, projects population growth through 2032, and develops a capital improvement plan to accommodate growth and renew aging infrastructure for both systems over a 20-year period. Key recommendations include increasing water supply capacity, expanding transmission mains, adding elevated storage, and extending services to new growth areas for the water system, and rehabilitating sewer lines and upgrading lift stations for the wastewater system. The total estimated cost for improvements to the water system is $30,359,140 and for the wast
The document proposes constructing a pedestrian bridge in KwaNogawu Village, KwaZulu-Natal. It considers three alternatives for the bridge: 1) A structural steel cable stayed truss bridge. 2) A concrete beam bridge with steel rails. 3) A cable stayed timber pedestrian bridge. For each, it discusses design, economic benefits, construction period, maximizing profits, flexibility, construction speed, safety, quality, sustainability, and advantages/disadvantages. It also provides details on the project location, site access, socioeconomic value, environmental policy, and waste management plans.
This document provides information on capital improvement projects for the City and County of Honolulu from fiscal years 2012 to 2017. It includes a directory of projects organized by function and sub-function such as general government, public safety, highways and streets, sanitation, and more. For each project there is a brief title and the page number where more details can be found in the document. The directory is preceded by sections on funding sources and phases of projects.
This document provides guidance on conducting energy assessments for commercial buildings in India. It was developed by the International Resources Group under the USAID ECO-III Project with input from the Bureau of Energy Efficiency and other experts. The document outlines a three-step process for energy assessments: pre-assessment, assessment, and post-assessment. It describes tools and procedures to use at each step, including screening tools, data collection, benchmarking, requesting proposals from energy auditors, and conducting preliminary, comprehensive, and detailed assessments. The goal is to help building owners understand their energy use and identify opportunities for cost-effective savings.
This document provides a detailed project report for the Integrated Watershed Management Programme (IWMP) project in Trikanjan, Baramulla District, Jammu & Kashmir. It begins with an introduction to the state and district, describing the geography, climate, population, and economy. It then provides project details including the names of villages and gram panchayats covered, reasons for selection, implementing agency details, proposed area for treatment, duration, and budget. The report is organized into 10 chapters covering the project preparation and planning process, proposed activities, institutional arrangements, livelihood promotion, natural resource management, capacity building, budget, expected outcomes and results.
This document summarizes a feasibility study conducted by EC Oregon on developing anaerobic digesters at dairy farms in Oregon. The study assessed the technical and financial viability of digesters using dairy manure alone or co-digesting manure with other organic waste. The study found that digesters using only dairy manure were technically sound but not financially attractive. Co-digesting manure with high-energy waste was required for project viability. Successful dairy biogas projects will require managing financing, incentives, and negotiating power purchase agreements. Recommendations are provided to facilitate collaboration between industries and stakeholders to promote digesters in Oregon.
This document is a report from the Working Group on Petroleum and Natural Gas for India's 11th Five Year Plan (2007-2012). It summarizes the key priorities and targets for the oil and gas sector. These include increasing domestic oil and gas production through exploration and development. Reducing the demand-supply gap by boosting refining capacity and strategic storage of oil. Pursuing equity oil and gas from abroad. Developing the natural gas sector through infrastructure expansion. The report also outlines investment needs and policy recommendations to achieve energy security in India over the next five years.
This document provides a territorial mapping of actors and interventions for the implementation of Regional Development Agencies in Huánuco, Peru. It includes an analysis of Huánuco's economic indicators, identification and classification of strategic actors, analysis of opportunities and limitations in key sectors like agriculture, tourism and mining. It also analyzes public and private plans and investments and provides recommendations. The mapping identifies regional government, municipalities, private sector and civil society as key actors and outlines opportunities in crops like coffee, cacao and quinoa to strengthen local value chains.
TOD Overlay Zone Land Use Framework Plan 11-25-15peterdandb
This document provides a land use framework plan to guide future transit-oriented development around the Palmdale Transportation Center and future Palmdale Multimodal Station in Palmdale, California. The key recommendations are to create a vibrant downtown area around the future station with mixed-use development, increase housing and jobs within walking distance of transit to support sustainable lifestyles, and ensure good multimodal access and public spaces around the station. The plan aims to foster complete communities, engage stakeholders, and provide a positive vision for Palmdale's future.
This document provides information and procedures for vessels calling at the Port Waratah Coal Services terminals in Newcastle, Australia. It outlines contact details for emergencies and inquiries. The facilities section describes the Carrington and Kooragang terminal layouts, equipment, and vessel restrictions. Procedures are provided for safety, security, vessel suitability assessments, loading plans, terminal operations including mooring, air draught, and loading. Other matters like damage reporting and indemnities are also covered. Appendices include definitions, forms, and diagrams.
This document is a preliminary economic assessment report for the Bralorne Gold Mines Property in British Columbia prepared by Beacon Hill Consultants for Bralorne Gold Mines Ltd. It provides an overview of the property's resources, present operations, capital and operating costs, and financial analysis. Based on the assessment, continued mining operations at the property are economically viable and the report concludes with recommendations for further exploration and development.
The Department of Energy has prepared a report detailing its existing and anticipated long-term stewardship obligations. The report recognizes that DOE has and will continue cleanup to standards that do not allow unrestricted land use at most sites. As a result, long-term stewardship will be required for many years into the future to ensure continued protection of human health and the environment. The report provides the most comprehensive information to date on long-term stewardship requirements at over 100 DOE sites, with activities expected at 96 sites by 2006 and potentially another 33 sites in the future.
The Department of Energy has prepared a report detailing its existing and anticipated long-term stewardship obligations. The report recognizes that DOE has and will continue cleanup to standards that do not allow unrestricted land use at most sites. As a result, long-term stewardship will be required for many years into the future to ensure continued protection of human health and the environment. The report provides the most comprehensive information to date on long-term stewardship requirements at over 100 DOE sites, with activities expected at 67 completed sites and portions of 29 additional sites by 2006.
Red Sea - Dead Sea Water Conveyance - Feasibility Study - report summaryasafeiran
RED SEA - DEAD SEA WATER CONVEYANCE STUDY PROGRAM
Draft Final Feasibility Study Report
COYNE-ET BELLIER in association with TRACTEBEL ENGINEERING and KEMA
Challenges for scaling up solar rooftop and key consumer drivers for solar rooftop adoption.
The study is based upon the developer/EPC players and consumer survey carried out in the BESCOM region
RfP for tariff based competitive bidding by KREDL for the installation of 240...Harish Sharma
GoK had intended to undertake development of 1200 MW (Twelve Hundred MWs) (AC) solar
PV ground mount power plants in Karnataka to be implemented in 60 Taluks. Tender was floated
for the same and 48 bids for 48 Taluks have been received. As no bids were received for 12
Taluks, it is intended to undertake development of 240 MW (Two Hundred and Forty MW) (AC)
solar PV ground mount power plants in Karnataka to be implemented in 12 Taluks (hereinafter
referred to individually as the “Project” implemented in one Taluk and collectively referred as the
“Projects” implemented in multiple Taluks). GoK, through KREDL, has decided to carry out the
bidding process for selection of the Bidders to whom the Project(s) may be awarded.
A Bidder may submit Bids for developing the Project(s) under solar PV technology (Solar PV
ground mount Project). It is pertinent to mention that a Bidder can propose any number of Projects,
but the minimum capacity of the individual Project proposed by the Bidder shall be at least 3 MW
(AC) per Taluk, and the maximum capacity of the individual Project proposed by the Bidder shall
be limited to 20 MW (AC) per Taluk. However, the maximum capacity to be allotted to any Bidder
including its Parent, Group Business Entity (ies) either bidding as Single Bidder or as a Consortium
shall not exceed the aggregate maximum capacity of 240 MW (AC).
This Quality Management Plan outlines the quality control procedures for the EU ZEAT-BEAD Feeder Roads Project. It describes the project objectives, organization and responsibilities, commitment to competency, work process controls, and documentation procedures. Key personnel will monitor and review the plan monthly to ensure the quality objectives are being met. Inspections and audits will be conducted according to the procedures outlined in the plan. Non-conformances will be documented, addressed, and corrective actions will be implemented. The appendices provide templates for material approval, non-conformance reports, checklists, and other documentation required to ensure quality standards are followed.
2017 to 2022 Outer Continental Shelf Oil & Gas Leasing Draft Proposed Progra...Dr Dev Kambhampati
This document outlines the draft proposed 2017-2022 Outer Continental Shelf Oil and Gas Leasing Program. It proposes lease sales in the Gulf of Mexico and certain areas in Alaska, while excluding other areas such as the Pacific and most of the Atlantic. The program was developed following regulatory requirements, including analysis of factors like environmental impacts, industry interest, and meeting national energy needs. Specific proposed lease sales are listed for the Gulf of Mexico and Alaska regions.
The technical report provides a summary of the feasibility study completed for the Magistral copper-molybdenum mining project located in Peru. Key highlights include:
- The Magistral deposit contains proven and probable reserves of 206 million tonnes grading 0.43% copper and 0.018% molybdenum.
- The project is planned as an open-pit mine with a 15-year mine life producing 7 million tonnes of ore per year to produce copper and molybdenum concentrates.
- Processing will involve crushing, grinding and flotation to produce copper and molybdenum concentrates. Concentrate will be transported by truck to a port for export
Aspect North Brightwater Property ReportMick Millan
These large duplex style town homes are positioned on the most elevated site in the New Stockland Brightwater Lifestyle Community with fantastic views of the Mooloolaba skyline and the ocean and all facilities within walking distance or only a short drive.
This document presents a feasibility study for the development of a marina in the Andaman and Nicobar Islands on a PPP basis. It analyzes potential sites for the marina and recommends Viper Island as the preferred location. The study includes a market assessment of the tourism and boating potential in the islands as well as marinas in Southeast Asia. It also provides a detailed project plan and cost estimates for developing the marina facilities and support infrastructure. A financial analysis projects revenue and costs over the project lifetime to evaluate project viability.
The proposed development faces challenges including development in a significant natural area, liquefaction issues, and high sediment levels in the Kuratau River and its mouth. A full environmental impact assessment is recommended to fully understand and mitigate the potential impacts, which are considered significant. Alternative development options should also be investigated if the current proposal is not approved.
In May 2005, Eachtra Archaeological Projects excavated a fulacht fiadh and an isolated pit in Skehacreggaun td., Mungret. The fulacht fiadh dates to the Middle Bronze Age, within the usual date range for these monument types. The isolated pit is likely to date to the Bronze Age and it contained the only artefact recovered through these archaeological works. The scraper suggests craft and subsistence since prehistoric times.
RfP for 1200 MW SOLAR POWER PROJECTS IN KARNATAKAHarish Sharma
This document is a Request for Proposal (RFP) issued by Karnataka Renewable Energy Development Limited (KREDL) to undertake the development of 1,200 MW of solar power projects across 60 taluks in Karnataka. Bidders can submit bids for one or more projects between 3-20 MW in size and the maximum capacity that can be allotted to a bidder is 1,200 MW. Selected bidders will be responsible for designing, financing, constructing, operating and maintaining the projects as per the terms of the Power Purchase Agreement (PPA) that will be signed with the concerned electricity supply companies. The RFP provides details on the bidding process, timelines, evaluation criteria, terms and conditions
The document discusses guidelines for designing and constructing passive houses in Ireland according to the Passivhaus standard. It defines key aspects of the Passivhaus standard, including minimizing heat losses and maximizing heat gains to reduce the need for active space heating and cooling systems. It also covers how the Passivhaus standard has evolved in Europe and Ireland. The guidelines provide information on the passive house design process, principles of reducing heat losses and gains, energy balance calculations, a prototype passive house design for Ireland, and cost considerations.
The document is the Sustainable Community Plan for the City of Grand Forks. It outlines the plan to guide future development in the city to be more sustainable. The plan establishes a vision for a sustainable community, identifies 8 goals for sustainability, and provides policies and development permit areas to protect the environment, encourage alternative transportation and a diverse economy, and ensure sustainable infrastructure among other goals. The plan is intended to guide decisions on land use, infrastructure planning, and community development over the long term.
The document is the Sustainable Community Plan for the City of Grand Forks. It outlines the plan to guide future development in the city to be more sustainable. The plan establishes a vision of creating a livable, vibrant and sustainable community. It identifies 8 goals for sustainability: apply smart growth principles; protect heritage; protect the natural environment; ensure sustainable infrastructure; promote alternative transportation; provide recreation; support a diversified economy; and strengthen the social fabric. The plan also identifies development permit areas and policies to implement the vision and goals.
This document is a report from the Working Group on Petroleum and Natural Gas for India's 11th Five Year Plan (2007-2012). It summarizes the key priorities and targets for the oil and gas sector. These include increasing domestic oil and gas production through exploration and development. Reducing the demand-supply gap by boosting refining capacity and strategic storage of oil. Pursuing equity oil and gas from abroad. Developing the natural gas sector through infrastructure expansion. The report also outlines investment needs and policy recommendations to achieve energy security in India over the next five years.
This document provides a territorial mapping of actors and interventions for the implementation of Regional Development Agencies in Huánuco, Peru. It includes an analysis of Huánuco's economic indicators, identification and classification of strategic actors, analysis of opportunities and limitations in key sectors like agriculture, tourism and mining. It also analyzes public and private plans and investments and provides recommendations. The mapping identifies regional government, municipalities, private sector and civil society as key actors and outlines opportunities in crops like coffee, cacao and quinoa to strengthen local value chains.
TOD Overlay Zone Land Use Framework Plan 11-25-15peterdandb
This document provides a land use framework plan to guide future transit-oriented development around the Palmdale Transportation Center and future Palmdale Multimodal Station in Palmdale, California. The key recommendations are to create a vibrant downtown area around the future station with mixed-use development, increase housing and jobs within walking distance of transit to support sustainable lifestyles, and ensure good multimodal access and public spaces around the station. The plan aims to foster complete communities, engage stakeholders, and provide a positive vision for Palmdale's future.
This document provides information and procedures for vessels calling at the Port Waratah Coal Services terminals in Newcastle, Australia. It outlines contact details for emergencies and inquiries. The facilities section describes the Carrington and Kooragang terminal layouts, equipment, and vessel restrictions. Procedures are provided for safety, security, vessel suitability assessments, loading plans, terminal operations including mooring, air draught, and loading. Other matters like damage reporting and indemnities are also covered. Appendices include definitions, forms, and diagrams.
This document is a preliminary economic assessment report for the Bralorne Gold Mines Property in British Columbia prepared by Beacon Hill Consultants for Bralorne Gold Mines Ltd. It provides an overview of the property's resources, present operations, capital and operating costs, and financial analysis. Based on the assessment, continued mining operations at the property are economically viable and the report concludes with recommendations for further exploration and development.
The Department of Energy has prepared a report detailing its existing and anticipated long-term stewardship obligations. The report recognizes that DOE has and will continue cleanup to standards that do not allow unrestricted land use at most sites. As a result, long-term stewardship will be required for many years into the future to ensure continued protection of human health and the environment. The report provides the most comprehensive information to date on long-term stewardship requirements at over 100 DOE sites, with activities expected at 96 sites by 2006 and potentially another 33 sites in the future.
The Department of Energy has prepared a report detailing its existing and anticipated long-term stewardship obligations. The report recognizes that DOE has and will continue cleanup to standards that do not allow unrestricted land use at most sites. As a result, long-term stewardship will be required for many years into the future to ensure continued protection of human health and the environment. The report provides the most comprehensive information to date on long-term stewardship requirements at over 100 DOE sites, with activities expected at 67 completed sites and portions of 29 additional sites by 2006.
Red Sea - Dead Sea Water Conveyance - Feasibility Study - report summaryasafeiran
RED SEA - DEAD SEA WATER CONVEYANCE STUDY PROGRAM
Draft Final Feasibility Study Report
COYNE-ET BELLIER in association with TRACTEBEL ENGINEERING and KEMA
Challenges for scaling up solar rooftop and key consumer drivers for solar rooftop adoption.
The study is based upon the developer/EPC players and consumer survey carried out in the BESCOM region
RfP for tariff based competitive bidding by KREDL for the installation of 240...Harish Sharma
GoK had intended to undertake development of 1200 MW (Twelve Hundred MWs) (AC) solar
PV ground mount power plants in Karnataka to be implemented in 60 Taluks. Tender was floated
for the same and 48 bids for 48 Taluks have been received. As no bids were received for 12
Taluks, it is intended to undertake development of 240 MW (Two Hundred and Forty MW) (AC)
solar PV ground mount power plants in Karnataka to be implemented in 12 Taluks (hereinafter
referred to individually as the “Project” implemented in one Taluk and collectively referred as the
“Projects” implemented in multiple Taluks). GoK, through KREDL, has decided to carry out the
bidding process for selection of the Bidders to whom the Project(s) may be awarded.
A Bidder may submit Bids for developing the Project(s) under solar PV technology (Solar PV
ground mount Project). It is pertinent to mention that a Bidder can propose any number of Projects,
but the minimum capacity of the individual Project proposed by the Bidder shall be at least 3 MW
(AC) per Taluk, and the maximum capacity of the individual Project proposed by the Bidder shall
be limited to 20 MW (AC) per Taluk. However, the maximum capacity to be allotted to any Bidder
including its Parent, Group Business Entity (ies) either bidding as Single Bidder or as a Consortium
shall not exceed the aggregate maximum capacity of 240 MW (AC).
This Quality Management Plan outlines the quality control procedures for the EU ZEAT-BEAD Feeder Roads Project. It describes the project objectives, organization and responsibilities, commitment to competency, work process controls, and documentation procedures. Key personnel will monitor and review the plan monthly to ensure the quality objectives are being met. Inspections and audits will be conducted according to the procedures outlined in the plan. Non-conformances will be documented, addressed, and corrective actions will be implemented. The appendices provide templates for material approval, non-conformance reports, checklists, and other documentation required to ensure quality standards are followed.
2017 to 2022 Outer Continental Shelf Oil & Gas Leasing Draft Proposed Progra...Dr Dev Kambhampati
This document outlines the draft proposed 2017-2022 Outer Continental Shelf Oil and Gas Leasing Program. It proposes lease sales in the Gulf of Mexico and certain areas in Alaska, while excluding other areas such as the Pacific and most of the Atlantic. The program was developed following regulatory requirements, including analysis of factors like environmental impacts, industry interest, and meeting national energy needs. Specific proposed lease sales are listed for the Gulf of Mexico and Alaska regions.
The technical report provides a summary of the feasibility study completed for the Magistral copper-molybdenum mining project located in Peru. Key highlights include:
- The Magistral deposit contains proven and probable reserves of 206 million tonnes grading 0.43% copper and 0.018% molybdenum.
- The project is planned as an open-pit mine with a 15-year mine life producing 7 million tonnes of ore per year to produce copper and molybdenum concentrates.
- Processing will involve crushing, grinding and flotation to produce copper and molybdenum concentrates. Concentrate will be transported by truck to a port for export
Aspect North Brightwater Property ReportMick Millan
These large duplex style town homes are positioned on the most elevated site in the New Stockland Brightwater Lifestyle Community with fantastic views of the Mooloolaba skyline and the ocean and all facilities within walking distance or only a short drive.
This document presents a feasibility study for the development of a marina in the Andaman and Nicobar Islands on a PPP basis. It analyzes potential sites for the marina and recommends Viper Island as the preferred location. The study includes a market assessment of the tourism and boating potential in the islands as well as marinas in Southeast Asia. It also provides a detailed project plan and cost estimates for developing the marina facilities and support infrastructure. A financial analysis projects revenue and costs over the project lifetime to evaluate project viability.
The proposed development faces challenges including development in a significant natural area, liquefaction issues, and high sediment levels in the Kuratau River and its mouth. A full environmental impact assessment is recommended to fully understand and mitigate the potential impacts, which are considered significant. Alternative development options should also be investigated if the current proposal is not approved.
In May 2005, Eachtra Archaeological Projects excavated a fulacht fiadh and an isolated pit in Skehacreggaun td., Mungret. The fulacht fiadh dates to the Middle Bronze Age, within the usual date range for these monument types. The isolated pit is likely to date to the Bronze Age and it contained the only artefact recovered through these archaeological works. The scraper suggests craft and subsistence since prehistoric times.
RfP for 1200 MW SOLAR POWER PROJECTS IN KARNATAKAHarish Sharma
This document is a Request for Proposal (RFP) issued by Karnataka Renewable Energy Development Limited (KREDL) to undertake the development of 1,200 MW of solar power projects across 60 taluks in Karnataka. Bidders can submit bids for one or more projects between 3-20 MW in size and the maximum capacity that can be allotted to a bidder is 1,200 MW. Selected bidders will be responsible for designing, financing, constructing, operating and maintaining the projects as per the terms of the Power Purchase Agreement (PPA) that will be signed with the concerned electricity supply companies. The RFP provides details on the bidding process, timelines, evaluation criteria, terms and conditions
The document discusses guidelines for designing and constructing passive houses in Ireland according to the Passivhaus standard. It defines key aspects of the Passivhaus standard, including minimizing heat losses and maximizing heat gains to reduce the need for active space heating and cooling systems. It also covers how the Passivhaus standard has evolved in Europe and Ireland. The guidelines provide information on the passive house design process, principles of reducing heat losses and gains, energy balance calculations, a prototype passive house design for Ireland, and cost considerations.
The document is the Sustainable Community Plan for the City of Grand Forks. It outlines the plan to guide future development in the city to be more sustainable. The plan establishes a vision for a sustainable community, identifies 8 goals for sustainability, and provides policies and development permit areas to protect the environment, encourage alternative transportation and a diverse economy, and ensure sustainable infrastructure among other goals. The plan is intended to guide decisions on land use, infrastructure planning, and community development over the long term.
The document is the Sustainable Community Plan for the City of Grand Forks. It outlines the plan to guide future development in the city to be more sustainable. The plan establishes a vision of creating a livable, vibrant and sustainable community. It identifies 8 goals for sustainability: apply smart growth principles; protect heritage; protect the natural environment; ensure sustainable infrastructure; promote alternative transportation; provide recreation; support a diversified economy; and strengthen the social fabric. The plan also identifies development permit areas and policies to implement the vision and goals.
This document provides an overview of the City of Grand Forks Sustainable Community Plan. It outlines that Grand Forks is facing challenges related to demographic and economic shifts, including an aging population and changes in the forestry industry. It establishes the need for a Sustainable Community Plan to guide the community towards a healthy, viable future. The plan will address social, economic, environmental and cultural pillars of sustainability. It will provide long-term direction on land use, transportation, infrastructure, economic development and other topics.
Governance in Punjab 2 Stroke Rickshaw Policy Pari Doll
The document discusses the issue of air pollution caused by two-stroke engine rickshaws in Lahore, Pakistan. It outlines the health hazards of air and noise pollution and notes that rickshaws account for 65% of vehicular pollution in Lahore. The Lahore High Court established a Clean Air Commission in 2003 to address this. The Commission's recommendations included replacing two-stroke rickshaws with cleaner four-stroke models and CNG conversions. The government launched subsidy programs to support the transition, but challenges remain regarding economic feasibility and a comprehensive transport policy.
Wasa guidelines for design and construction -boett-2003Jeffrey James
This document provides guidelines for the design and construction of water and wastewater systems in Trinidad and Tobago. It discusses the scope, submission requirements, and design factors for water pipelines, storage tanks, pump stations, and related infrastructure. Key points covered include estimating water demand, allowable pipeline velocities and head losses, placement of valves, air release valves, and other appurtenances. Material specifications and construction standards are also outlined to ensure system quality and reliability.
WASA Wastewater and Potable Water Design RequirementsJeffrey James
This document provides a summary of revisions made to the Water and Sewerage Authority (WASA) of Trinidad and Tobago Water and Wastewater Design Guideline Manual. Key changes include: adding minimum flood level requirements; changing the minimum fire duration criteria; revising PVC pipe specifications; adding a new section on polyurethane coating; revising fence height requirements; adding new sections on impoundment reservoirs and trenchless technologies; and adding criteria for as-built drawings and standards. The document contains a table of contents outlining the various sections and topics covered in the design guideline manual.
Wasa guidelines for design of water and wastewater systemsJeffrey James
This document provides guidelines for the design and construction of water and wastewater systems in Trinidad and Tobago. It outlines the administrative approval process, which involves obtaining outline approval, final approval, and a completion certificate. It provides design guidelines for water pipelines and related infrastructure, including estimating water demand, allowable pipeline velocities, head losses, and material specifications. Guidelines are also provided for wastewater sewers, pumping stations, and on-site wastewater disposal systems. The document aims to assist practitioners in meeting statutory requirements for water and wastewater facilities in a safe and efficient manner.
WATER DISTRIBUTION SYSTEM DESIGN REPORT UET LAHORE by envianMuhammad Usman
The report summarizes the design of a water distribution system for a housing society located near Upper Chanab Canal. It describes the study area, land use analysis, basics of water distribution systems, methodology using Hardy Cross and loop software, and design of the water distribution network for the housing society. The design considers grid iron layout, pumping with storage, and continuous water supply. Pipes of 225mm, 100mm and 75mm are proposed for the primary, secondary and tertiary networks respectively. The minimum residual head is set at 14m based on local criteria.
Simplified design of reinforced concrete buildings Sarmed Shukur
This document provides an overview of a publication titled "Simplified Design of Reinforced Concrete Buildings" which outlines simplified design methods for reinforced concrete structures. The publication aims to reduce design time by providing timesaving procedures and aids for experienced designers. It focuses on conventional reinforced concrete buildings between 3-5 stories tall with typical framing systems. The document discusses loading calculations, frame analysis techniques using coefficients or analytical methods, and preliminary sizing of structural elements like floors, columns, shear walls and footings.
This document provides a reliability-centered maintenance guide for NASA facilities and equipment. It discusses the evolution and principles of RCM and outlines the key components of an RCM program including reactive, preventive, predictive, and proactive maintenance. Various predictive testing and inspection technologies are described. The guide also covers RCM considerations for facilities acquisition, operation, and contracting as well as quality assurance, performance indicators, commissioning, maintainability, and other related topics.
Satellite Electric Propulsion Market to reach $1,027.3 million in 2032. Satellite Electric Propulsion Industry technology companies have witnessed the demand from the growing commercial industry.
Read Report Overview: https://bisresearch.com/industry-report/satellite-electric-propulsion-market.html
Get Free Sample: https://bisresearch.com/requestsample?id=1358&type=download
The document summarizes a report by the Department of Energy (DOE) on its existing and anticipated long-term stewardship obligations for sites with residual contamination after cleanup. The report finds that DOE expects to conduct long-term stewardship activities at over 100 sites to protect human health and the environment indefinitely. This will include ongoing monitoring, maintenance, and institutional controls. The report provides cost estimates and identifies next steps to better plan long-term management of these sites.
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1. City of Grand Forks
Utilities Capital Planning
Final Report – Rev. 1
May 2009
2. May 22, 2009
Ms Sasha Bird
City of Grand Forks
6350 2nd Street
Grand Forks, B.C.
V0H 1H0
Dear Ms Bird:
RE: UTILITIES CAPITAL PLANNING
Final Report – Rev. 1
Our File 147.126 - 300
We are pleased to submit the enclosed copy of our final report to City council for the above-
captioned project and summarizes all of the work completed on the assignment to date.
Yours truly,
KERR WOOD LEIDAL ASSOCIATES LTD.
Irfan Gehlen, P.Eng.
Project Manager
IG/ww
Encl.
O:0100-0199147-126300-ReportsCapitalPlan_Final V2CoverLETTER v2.doc
3. City of Grand Forks
Utilities Capital Planning
Final Report – Rev. 1
May 2009
KWL File No. 147.126
4. UTILITIES CAPITAL PLANNING
FINAL REPORT – REV. 1
CITY OF GRAND FORKS MAY 2009
STATEMENT OF LIMITATIONS
This document has been prepared by Kerr Wood Leidal Associates Ltd. (KWL) for the exclusive use and benefit of the City of
Grand Forks for Utilities Capital Planning. No other party is entitled to rely on any of the conclusions, data, opinions, or any
other information contained in this document.
This document represents KWL’s best professional judgement based on the information available at the time of its completion
and as appropriate for the project scope of work. Services performed in developing the content of this document have been
conducted in a manner consistent with that level and skill ordinarily exercised by members of the engineering profession
currently practising under similar conditions. No warranty, express or implied, is made.
COPYRIGHT NOTICE
These materials (text, tables, figures and drawings included herein) are copyright of Kerr Wood Leidal Associates Ltd. (KWL).
The City of Grand Forks is permitted to reproduce the materials for archiving and for distribution to third parties only as required
to conduct business specifically relating to Utilities Capital Planning. Any other use of these materials without the written
permission of KWL is prohibited.
KERR WOOD LEIDAL ASSOCIATES LTD.
Consulting Engineers
147.126
5. UTILITIES CAPITAL PLANNING
FINAL REPORT – REV. 1
CITY OF GRAND FORKS MAY 2009
CONTENTS
1. INTRODUCTION ............................................................................................... 1-1
1.1 BACKGROUND .................................................................................................................................1-1
1.2 PROJECT SCOPE AND OBJECTIVES ..................................................................................................1-1
1.3 ACKNOWLEDGEMENTS ....................................................................................................................1-2
1.4 METHODOLOGY ...............................................................................................................................1-2
1.5 KWL TECHNICAL REFERENCES .......................................................................................................1-3
2. SANITARY SYSTEM ........................................................................................ 2-1
2.1 EXISTING SYSTEM ...........................................................................................................................2-1
WASTEWATER COLLECTION .............................................................................................................2-1
WASTEWATER TREATMENT AND EFFLUENT DISPOSAL .......................................................................2-2
2.2 CAPITAL PROJECTS ........................................................................................................................2-3
2.3 UNIT RATES ....................................................................................................................................2-4
3. POTABLE WATER SYSTEM............................................................................ 3-1
3.1 EXISTING SYSTEM ...........................................................................................................................3-1
WATER SUPPLY SYSTEM .................................................................................................................3-1
DISTRIBUTION SYSTEM ....................................................................................................................3-2
WATER CONSERVATION ...................................................................................................................3-3
3.2 CAPITAL PROJECTS ........................................................................................................................3-3
3.3 UNIT RATES ....................................................................................................................................3-5
4. STORMWATER SYSTEM................................................................................. 4-1
4.1 EXISTING SYSTEM ...........................................................................................................................4-1
4.2 EXISTING DRAINAGE SYSTEM ..........................................................................................................4-1
4.3 CAPITAL PROJECTS ........................................................................................................................4-2
5. ROAD INFRASTRUCTURE .............................................................................. 5-1
5.1 EXISTING ROAD SYSTEM .................................................................................................................5-1
5.2 SIDEWALKS.....................................................................................................................................5-1
5.3 CAPITAL PROJECTS ........................................................................................................................5-1
5.4 UNIT RATES ....................................................................................................................................5-2
6. MULTI-UTILITY UPGRADING STRATEGY...................................................... 6-1
6.1 GUIDING PRINCIPLES .......................................................................................................................6-1
6.2 UPGRADE PRIORITIES ......................................................................................................................6-1
6.3 CAPITAL PROJECTS ........................................................................................................................6-2
7. CAPITAL PLAN ................................................................................................ 7-1
8. CONCLUSIONS AND RECOMMENDATIONS ................................................. 8-1
8.1 CONCLUSIONS ................................................................................................................................8-1
8.2 RECOMMENDATIONS ........................................................................................................................8-1
9. REPORT SUBMISSION .................................................................................... 9-1
KERR WOOD LEIDAL ASSOCIATES LTD.
Consulting Engineers
147.126
6. UTILITIES CAPITAL PLANNING
FINAL REPORT – REV. 1
MAY 2009 CITY OF GRAND FORKS
FIGURES
Figure 2-1: Existing Sanitary System.....................................................................................................2-5
Figure 2-2: Sanitary CCTV Inspection Results......................................................................................2-6
Figure 3-1: Existing Potable Water System...........................................................................................3-6
Figure 3-2: Fireflow Contours – Existing System (One Reservoir).....................................................3-7
Figure 3-3: Fireflow Contours – Proposed Two Reservoir Concept...................................................3-8
Figure 3-4: Existing Water System Pipe Age ........................................................................................3-9
Figure 3-5: Existing Water System – Pipe Replacement Priorities...................................................3-10
Figure 4-1: Existing Stormwater Management System........................................................................4-4
Figure 5-1: Existing Road Infrastructure Network ................................................................................5-3
Figure 5-2: Sidewalk Plan........................................................................................................................5-4
Figure 5-3: Road Upgrade Priorities ......................................................................................................5-5
Figure 6-1: Multi-Utility Upgrading Priorities ........................................................................................6-3
TABLES
Table 1-1: List of Past KWL Reports ......................................................................................................1-4
Table 7-1: Capital Plan.............................................................................................................................7-2
KERR WOOD LEIDAL ASSOCIATES LTD.
Consulting Engineers
147.126
8. UTILITIES CAPITAL PLANNING
FINAL REPORT – REV. 1
CITY OF GRAND FORKS MAY 2009
1. INTRODUCTION
1.1 BACKGROUND
The City of Grand Forks has a major investment in municipal infrastructure systems,
which include water supply, wastewater management, storm drainage, road and sidewalk
systems. In general, components of these systems are old and in need of refurbishment.
The City has commissioned this planning initiative in order to establish a multi-year
upgrading programme to upgrade these systems.
Over recent years the City has not experienced significant community growth and the
population has remained relatively stable in the range of 4,200 people. Current economic
conditions have created significant challenges for the major employment centres in the
City and reduced or eliminated short to medium term community growth prospects.
While planning for future growth must not be ignored, it appears that the appropriate
focus of any infrastructure capital investment program at this time should be on
rehabilitation and upgrading of existing facilities and not expansion of these systems.
1.2 PROJECT SCOPE AND OBJECTIVES
The objective of this assignment was to assess the existing infrastructure, identify
upgrading requirements, compile capital cost estimates and develop a prioritized
upgrading program. This plan has been prepared on the basis of a 10-year horizon for
capital planning. The scope of this plan includes work related to the sanitary system,
potable water system, stormwater system, and road transportation network.
It is important to note that the upgrades discussed in this report are almost all at the
conceptual level and will require detailed design work to be completed prior to
proceeding to construction.
Copper Field is an area of approximately 200 hectares at the northern end of the city. It
currently has rural status where the province is currently responsible for subdivision
development approval. The Regional District of Kootenay Boundary is currently
responsible for zoning and development permit approvals. In the context of the Grand
Forks capital plan, there would likely be a need to extend municipal infrastructure to
serve Copper Field if it becomes a part of the City where capital costs would be paid by
the developer. This report only considers the infrastructure upgrade needs within existing
municipal boundaries, and excludes any discussion on infrastructure needs due to
potential boundary extensions.
This report is intended to provide the City with the framework for proceeding with
necessary utility upgrade work. It is possible that unforeseen factors arising from the
KERR WOOD LEIDAL ASSOCIATES LTD. 1-1
Consulting Engineers
147.126
9. UTILITIES CAPITAL PLANNING
FINAL REPORT – REV. 1
MAY 2009 CITY OF GRAND FORKS
implementation of the initial capital tasks may affect the timeline and capital budget
developed herein.
1.3 ACKNOWLEDGEMENTS
KWL wishes to acknowledge the valuable input provided by the following City staff in
preparing this capital plan:
Mr. Victor Kumar;
Ms. Cecile Arnott;
Mr. Wayne Kopan;
Ms. Sasha Bird;
Mr. Dean Chapman;
Mr. Ross Idler; and
Mr. Dave Reid.
1.4 METHODOLOGY
This report has been based on the following resources and initiatives:
• A two day Planning Workshop attended by City representatives and KWL staff held
on February 11th and 12th 2009.
• A number of technical reports and other submissions prepared by KWL for the City
since the mid 1990’s, as detailed in Section 1.5 below. The majority of these
documents relate to the water and sewer system only.
• City of Grand Forks Road Rehabilitation Study from October 2000, compiled by
EMCON.
The proposed capital plan individually addresses the upgrading requirements of the
water, sewer, storm drainage and roads systems within the community. It was also
considered expedient to look for geographical synergies between these upgrading
initiatives. This approach is necessary in order to ensure that any required underground
piping work can be undertaken immediately prior to any necessary road repaving. This
planning strategy has generated a fourth category of infrastructure upgrading, referred to
as multi-utility upgrading, and this topic is addressed in Chapter 6 of this report.
Capital cost estimates have been based on projected costs for construction in 2010 and no
allowance has been made for cost inflation beyond this date. The adopted capital plan
will therefore need adjustment for inflation in future years. Except for a few instances
where detailed design work has already been undertaken, these estimates should be
considered as Class D preliminary estimates which will need refinement once more
detailed engineering analysis and design have been completed.
1-2 KERR WOOD LEIDAL ASSOCIATES LTD.
Consulting Engineers
147.126
10. UTILITIES CAPITAL PLANNING
FINAL REPORT – REV. 1
CITY OF GRAND FORKS MAY 2009
1.5 KWL TECHNICAL REFERENCES
Table 1-1 summarizes relevant engineering work on the municipal infrastructure system
previously complete by KWL. In general terms this Utilities Capital Plan report does not
attempt to reproduce any of this technical material and interested parties can consult these
documents for more detailed information on the various issues.
KERR WOOD LEIDAL ASSOCIATES LTD. 1-3
Consulting Engineers
147.126
11. UTILITIES CAPITAL PLANNING
FINAL REPORT – REV. 1
CITY OF GRAND FORKS MAY 2009
Table 1-1: Summary of Reports and Other Submissions by KWL 1991 to 2008
Project # Report Title Date
147.033 Design Memorandum for Replacement Feedermain from Mill Creek Reservoir 1991
147.033 Contract No. 147.039 for Construction of Replacement Feedermain from Mill Creek Res. 1992
147.038 Overview Report on Water Utility Financing 1992
Plans for Infrastructure Expansion and Schedule for Development Cost Changes to Meet
147.039 1992
the Needs of Future Development. Infrastructure Planning Studies
147.040 Work Program for Development of Rate Models 1993
147.039F A Look Beyond the Year 2000: Summary Report on Planning for Future Growth 1994
147.039J A Look Beyond the Year 2000: Presentation to City Council on Planning for Future Growth 1994
147.039A Design Populations for Long-Range System Planning 1994
147.039B Report on Computer Modelling and Waterworks System Performance 1994
147.039C Report on a Long-Term Wastewater Management Strategy 1994
147.039D/E Impact of Subdivision Development on the Drainage System (D) and Roadway System (E) 1994
147.039 Status Rpt. No. 6 on Eng. Work for Infrastructure Expansion & Wastewater Treatment 1994
147.048 Contract No. 147.048 for 1995 Water and Sewer Construction Program 1995
147.049 Presentation to City Council on Infrastructure Expansion and Wastewater Treatment 1995
- Investigation of Molybdenum Sources in the Wastewater System 1995
1027.004 Report on Lagoon System Performance and Sludge Removal 1995
1027.005 Pre-Design Report on a New Wastewater Treatment Facility 1995
147.039F A Look Beyond the Year 2000: Summary Report on Planning for Future Growth 1995
1027.007 Contract 1027.007 for Construction of Grand Forks Wastewater Treatment Facility 1996
147.045 Engineering Work Program for Pump Station Audits and Reliability Assessments 1996
147.045 Study Report Pump Station Audit and Reliability Assessment 1996
147.056 Interim Report on Data Collection and SCADA Planning 1997
147.055 Pre-Design for New Westside Reservoir 1997
147.061 Ruckles Sewer Expansion 1997
147.056 Interim Report on Data Collection and SCADA Planning Part B 1998
147.068 Sewage Pump Station Upgrading Program 1998
147.060 Final Report: Valley Heights Preliminary Assessment of Access Alternatives 1998
147.076 Request for Quotation for Supply and Delivery of Sewage Pumps for Boundary Lift Station 1999
147.076 Upgrade of Boundary Lift Station 1999
147.074 Predesign Report for the Westside Reservoir 1999
147.078 Water and Sewer Servicing Study 1999
147.091 Granby River Water Main Crossing 2001
147.074 Predesign Report for the Westside Reservoir 2002
147.087 Wastewater Treatment Plant Lagoon Upgrading Study 2003
147.099 Infiltration and Inflow Study 2004
147.102 WWTP Plant Optimization 2004
147.107X Proposal for Engineering Services: Amendment to the Development Cost Charges Bylaw 2005
147.105 WWTP Headworks Upgrading 2007
147.109 WWTP Lagoon Land Advice 2007
147.117 Grandby River Dyke Repair 2007
2344.001 City Park Lift Station 2008
Notes:
1. Documents dated 1990 and before are excluded.
2. It is understood that copies of all of the documentation were originally supplied to the City of Grand Forks by KWL.
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13. UTILITIES CAPITAL PLANNING
FINAL REPORT – REV. 1
CITY OF GRAND FORKS MAY 2009
2. SANITARY SYSTEM
2.1 EXISTING SYSTEM
The Grand Forks wastewater collection system consists of three trunk sewers running
from the north, east, and west sides of the City which discharge into an interceptor sewer.
This sewer conveys sanitary flows via the Park and Industrial pump stations to the
municipal wastewater treatment plant. Treated effluent from the wastewater treatment
plant is discharged via outfall to the Kettle River.
Figure 2-1 shows the layout of the existing sanitary system at Grand Forks.
WASTEWATER COLLECTION
Past studies by KWL identified the need to upgrade several sections of the trunk sewer
system to address hydraulic capacity deficiencies. The most recent study on this topic
was the Sanitary Sewer Model Update completed in 2008 which reviewed the hydraulic
capacity of the sanitary sewer system. Recommendations to upgrade sections of the
South Kettle Trunk sewer were made based on computer model results generated as part
of the scope of work for the sewer model update. It should be noted that the sewer
modeling indicated that this South Kettle sewer will experience some surcharging at
times of peak flow. This work should be included as part of the Park Lift Station upgrade.
The estimated capital cost in 2007 for upgrade of the South Kettle sewer was
approximately $500,000.
A Closed Circuit Television (CCTV) inspection of a major portion of the Grand Forks
sanitary system has previously been conducted and the results were presented in KWL’s
Inflow and Infiltration Study in 2004.
Figure 2-2 shows the structural condition of the existing sanitary system classified
according to the severity of the structural defects found in each pipe. The objectives of
the CCTV inspection were to review the physical condition of the pipe, identifying the
areas in which inflow and infiltration (I/I) volumes could be reduced by maintenance and
upgrade work, and make recommendations for an I/I reduction and sewer maintenance
program, and estimating the collection system rehabilitation and improvement costs.
As a result, KWL concluded that, based on the collected information, the City was
generally in compliance with the Municipal Sewage Regulation (MSR) with regards to
I/I. However, there were areas of concern with respect to the existing sewers that could
lead to an increase in I/I over time if the sewers are not adequately maintained and/or
refurbished.
The highest priority for upgrading the wastewater collection system should be to initiate
repairs of all severe structural defects. However, since the 2004 CCTV inspection did not
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FINAL REPORT – REV. 1
MAY 2009 CITY OF GRAND FORKS
cover the entire system, there may be additional severe defects that have not yet been
identified. Therefore, the completion of CCTV inspection for the remaining sewers
should also be considered as a priority item.
The City Park lift station requires upgrading due to its relative age and inadequate
hydraulic capacity. KWL completed the detailed design for this upgrade and this project
is currently on hold pending the availability of capital funding. The cost of this project
and related infrastructure was estimated at approximately $3.7 million. Since the Park lift
station is the key facility that conveys over 90% of the City’s sewage to the wastewater
treatment plant, this project should be considered as a high priority for upgrading of the
wastewater conveyance system.
WASTEWATER TREATMENT AND EFFLUENT DISPOSAL
Prior to 1996, wastewater treatment consisted of a simple two-cell lagoon system for
wastewater treatment but this system had become overloaded by the mid-1990s. A new
mechanical-type secondary wastewater treatment facility was built to increase both
treatment capacity and effluent quality, and the existing lagoons were upgraded to
operate in parallel with the new facility. This new facility uses the extended aeration
process, complete with clarifiers for solids separation, aerobic digestion tanks for
biosolids management, and chlorine disinfection of the effluent. The design of the
mechanical treatment plant provided for a future doubling of the plant capacity by adding
a second circular process tankage unit and other smaller plant modifications. It is
anticipated that the current wastewater treatment facilities will have adequate capacity to
meet community needs for at least the next ten years unless there is growth and a
boundary extension.
Although the topic has been previously addressed, only limited engineering work has
been done to date on developing a long term plan for biosolids management. Biosolids
continue to be piped to the secondary treatment lagoon where they continue to
accumulate. At some stage this lagoon will need to be desludged, an expensive process,
unless an alternative biosolids management is adopted. Due to natural processes, these
biosolids are known to contain elevated levels of molybdenum which must not be
allowed to enter the food chain. This factor creates a significant constraint in the future
development of any new biosolids management strategy. It is recommended that the
capital plan include an allowance to desludge these lagoons and/or install a new biosolids
handling system.
The existing treatment plant continues to use a chlorine based system for effluent
disinfection. Due to operator safety and environmental protection considerations, this
technology has been overtaken in recent years by ultra-violet (UV) disinfection. At some
stage the City will likely be required to either dechlorinate the effluent prior to discharge
to the river or replace the existing disinfection equipment with UV technology. The latter
strategy would appear to be a better capital investment. In the short term some minor
changes to the chlorine contact chamber, in order to increase the height of the walls, is
reportedly required.
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FINAL REPORT – REV. 1
CITY OF GRAND FORKS MAY 2009
2.2 CAPITAL PROJECTS
The recommended annual budget for sanitary system capital projects will be $1.0 million.
The following list outlines the capital projects specific to the sanitary system using an
implementation timeline based on a strategy of distributing these capital projects over
time to work within this annual budget:
1. Initiate CCTV Inspection in Year 1 on sewer sections not previously
investigated.
CCTV inspection of sewers not covered in the 2004 study is recommended as a high
priority item that should be initiated as soon as possible to allow the City to identify
any structural defects in these remaining sections of the municipal sewer system. It is
important to note that the results of this additional CCTV inspection may require the
capital plan to be modified to address presently unidentified problems. The extent of
any such changes will depend on the number and severity of structural defects
detected.
2. Initiate Repair of Structural Defects in Year 1 and adopt as an annual task.
The highest priority for the sanitary system is to repair the severe structural defects
identified in the 2004 Inflow and Infiltration report. The locations of these defects
have been identified in Figure 2-2. Repair of these identified defects will have a
beneficial effect on reducing the volume of inflow and infiltration entering the
sanitary system, and will also increase the hydraulic capacity of these pipes by
reducing flow restrictions or blockages. Other high priority areas are also indicated
on this figure. It is recommended that this work be initiated as soon as possible.
Structural defects not considered as major have been classified as either moderate or
minor structural defects. These medium and low priority upgrades can be initiated as
part of an annual program to upgrade the sanitary system.
3. Park Lift Station replacement in Year 1
The City Park lift station replacement should be considered as a high-priority item in
the capital plan since it is the key facility that conveys over 90% of the City’s sewage
to the wastewater treatment plant. Priority should be given to this project as it is old
and hydraulically undersized. Furthermore, it is a “shovel-ready” project where
preliminary and detailed engineering design work has already been completed.
4. South Kettle Sewer upgrade in Year 1
The upgrade of the South Kettle trunk sewer is a medium-priority item to eliminate
the potential for sewer surcharge and to provide adequate hydraulic capacity for
wastewater conveyance upon completion of the Park lift station construction
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MAY 2009 CITY OF GRAND FORKS
(Project #3). This project should be included as part of the Park Lift Station upgrade
project.
5. Upgrade the Wastewater Disinfection System in Year 6.
As a medium-priority project, the existing chlorine based wastewater disinfection
system should be upgraded with a new UV system to provide adequate disinfection of
the wastewater effluent and to eliminate the use of chlorine.
6. Upgrade Sludge Management System in Year 9.
Upgrades to the sewage lagoon currently used as a storage area for residual sludge
will ultimately be necessary as the available storage capacity of the lagoon
diminishes. This is a lower-priority item that could be addressed in the future, but it
is important to note that there may need for engineering work related to evaluating the
economic feasibility of re-using the desludged lagoon for future sludge storage versus
migrating to a more advanced sludge dewatering and disposal system.
7. Multi-utility Upgrading Initiatives.
To address sanitary system upgrades in locations throughout the City where there are
other utilities that could also be beneficially be upgraded at the same time, a reserve
amount should be set aside on an annual basis to allow multi-utility upgrade projects
to be independently initiated. A more detailed discussion on multi-utility upgrade
projects can be found in Section 6 of this report.
8. Miscellaneous Projects and Minor Upgrade Work.
A budget amount of $100,000 to $200,000 per year should be reserved for completing
miscellaneous projects and minor upgrades to the sanitary system. These include
projects such as smoke and dye testing of sewers, sewer main re-lining program, and
miscellaneous upgrade of the WWTP headworks.
2.3 UNIT RATES
The unit rates used to develop the capital budgets for upgrade work on the gravity sewer
collection system are as follows:
$10,000 per severe structural defect;
$5,000 per minor and moderate structural defect;
$350 per lineal metre of sanitary sewer required for complete pipe replacement; and
$12 per lineal metre of pipe requiring CCTV inspection.
These unit rates have been estimated based on KWL’s recent experience on past projects
and is intended for capital planning purposes only.
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