DETAILED PROJECT DESCRIPTION Sample Clauses

The DETAILED PROJECT DESCRIPTION clause defines the specific scope, objectives, and requirements of the project being undertaken. It typically outlines the tasks to be completed, deliverables expected, timelines, and any technical or quality standards that must be met. By providing a clear and comprehensive outline of what is to be accomplished, this clause ensures that both parties have a mutual understanding of the project's parameters, reducing the risk of misunderstandings or disputes over project scope and deliverables.
DETAILED PROJECT DESCRIPTION. A. Specific duties and tasks to be performed. Identify desired end results. B. Identify tools and equipment needed and who will supply them. C. Identify size of crew and who will be providing transportation D. Other
DETAILED PROJECT DESCRIPTION. A. Specific duties and tasks to be performed. Identify desired end results.
DETAILED PROJECT DESCRIPTION. This project takes a multi-media approach to controlling lead by allowing the City to utilize some of the City’s drinking water resources to ▇▇▇▇▇ a known health hazard through an exposure pathway other than, and in addition to, drinking water (i.e., household lead paint and dust). It allows the City’s Water Division flexibility from LSL sampling and replacement requirements in the drinking water regulations in working through technical issues associated with making treatment adjustments. The City of Columbus operates a public water system which must comply with national primary drinking water regulations promulgated under the Safe Drinking Water Act (SDWA). Columbus has a good compliance history for lead in the drinking water. The City is also currently maintaining optimal treatment for lead. In the past, Columbus has made certain changes to its water treatment process, and inadvertently caused an increase in the lead levels in the water. Columbus is concerned that it may need to make treatment changes in the future that may likewise impact lead levels. Under the Federal and State drinking water regulations, if the drinking water in customers’ homes exceeds the “Action Level” (AL) of 15 µg/L of lead in more than 10 percent of drinking water tap samples (i.e., exceeds the AL as a 90th percentile value), the City must begin sampling LSLs immediately and replacing those lines that contribute more than 15 µg/L of lead. Through this project, the US EPA will allow the City a temporary suspension of the LSL sampling and replacement provisions for up to three years beginning if and when the City exceeds the lead AL, provided this occurs within six years of making a treatment change. In exchange for this flexibility, the City Division of Water will contribute $300,000 a year for 15 years to the LSCP, beginning January 1, 2001. The City Division of Water’s annual commitment to contribute $300,000 to the LSCP is contingent on annual approval of this transfer by the City Council and City Auditor1. The LSCP will use the $300,000 per year to provide free blood testing, public education, medical intervention for lead-poisoned children, and up 1Any subsequent reference to the City of Columbus Division of Water’s commitment to transfer $300,000 to the LSCP will assume and be contingent on the necessary annual approvals from the Columbus City Council and City Auditor. to $100,000 in grants per year for lead abatement to residents of Columbus in the high-risk areas identifi...
DETAILED PROJECT DESCRIPTION. The project location is a deeply incised and actively eroding stormwater channel. The device will treat an 8.87-acre watershed and will improve two head cuts. The RSC will be installed in a section the ephemeral stormwater channel that is approximately 90 feet in length. There is an approximate seven to eight-foot headcut located at the upstream end of the project reach; the channel downstream from this point averages approximately 15 feet in width from top of bank to top of bank and is incised, on average, approximately 4-5 feet. At the downstream end of the reach there is another headcut, approximately 4-5 feet in elevation. The RSC will end just upstream of the location of this existing downstream headcut. In a RSC, water conveyance and processing is accomplished via a constructed network of sand seepage berms, pools, and boulder (or cobble, depending on the modeled flow) weirs. The arrangement of these features raises the incised invert of the incised channel back to pre-disturbance elevation and forms a new surface topography that controls the surface and subsurface hydrology. The modifications necessary to establish the sand seepage hydrology result in the creation of a series of vegetated stilling pools, sand seepage beds replete with above and below-ground biomass, and associated flow paths through the sand/mulch filter media. The physical effect of the pools and the vegetation planted on the lateral sides of the channel in the filtration media reduce water velocity and facilitate removal of suspended solid particles and associated nutrients and contaminants. Uptake of dissolved nutrients and adsorption of oils and greases by the many plant stems present in the pools yields additional benefits. The conceptual design/structure of the RSC at the proposed location currently involves filling the incised channel with a mixture of sand (80%) and hardwood mulch or chips (20%). A parabolic ▇▇▇▇ structure will be installed at the upper headcut, at existing grade, to control grade and direct water into the RSC downstream. Continuing downstream, the incised channel will be filled with the sand/mulch filtration media, and stabilized with a series of 3 (or more) additional parabolic ▇▇▇▇ structures, of varying length and slope, depending on the existing topography. Each ▇▇▇▇ will have a pool immediately upstream for high flow storage and to enhance infiltration of stormwater downward through the sand/mulch filtration media. At the downstream end of the RSC, mat...
DETAILED PROJECT DESCRIPTION. Provide the following, as applicable: A. Demolition Activities i. Provide a property list with: a. Full address; b. Parcel number(s); c. Condition assessment; d. Ownership information (include current deed); e. Mobile home ownership (include valid title or proof of affixture); and f. Current photo of structure demonstrating blight condition. ii. Identify how the subject property(ies) meets the definition of an Eligible Property. iii. Disclose any known environmental problems (e.g., contaminants, asbestos, lead, etc.). iv. Identify any property slated for demolition that is in an historic district or listed in the National Register of Historic Places and attach appropriate approvals for demolition. v. Provide a map of the project area that also has the subject property(ies) identified. vi. Describe planned post-demolition use of the land, if immediately applicable. vii. Provide an itemized budget, including all Eligible Activities, showing all funding sources and costs for project.
DETAILED PROJECT DESCRIPTION. Location of project: Tillamook County Parks - ▇▇▇▇▇ ▇▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇, ▇▇▇▇▇▇▇▇▇, ▇▇ ▇▇▇▇▇ Duties and tasks to be performed:
DETAILED PROJECT DESCRIPTION. A. The XXX agency shall: describe the specific duties/tasks to be performed, identify desired end results, the supplies/equipment to be provided, the supervision/oversight to be provided, who will and how is transportation being provided, etc. B. The XXX agency shall: describe the specific duties/tasks to be performed, identify desired end results, the supplies/equipment to be provided, the supervision/oversight to be provided, who will and how is transportation being provided, etc.
DETAILED PROJECT DESCRIPTION. The scope of effort and pricing for the International Paper Year 2000 conversion are based on the following information provided by International Paper,
DETAILED PROJECT DESCRIPTION. Alongside residents of impacted communities, we will lead efforts through all stages of a septic to sewer conversion and drinking water consolidation project from idea inception to project completion. Initially, we will undertake community education and outreach in the communities of Lanare, Cantua Creek, ▇▇▇▇▇▇▇ Tract, ▇▇▇▇▇▇ Tract, Loan Oak and Riverdale (the community adjacent to Lanare) to engage impacted residents in the development and implementation of a septic to sewer campaign and, if applicable a wastewater and / or drinking water consolidation project. ▇▇▇▇▇▇▇ Tract, Loan Oak and ▇▇▇▇▇▇ Tract and Lanare rely on groundwater for their drinking water, Cantua Creek relies on surface water. We will engage in a San ▇▇▇▇▇▇▇ Valley-wide study to identify other viable communities for septic to sewer system conversion projects and drinking water consolidation projects. Based on that regional study, and demonstrated interest among community members to engage in a septic to sewer and / or drinking water systems consolidation campaign we will replicate - and adjust if necessary - strategies that we will undertake in Lanare, Cantua Creek, ▇▇▇▇▇▇ Tract, Loan Oak and ▇▇▇▇▇▇▇ Tract. We will adjust our specific activities depending on where each community is in the process of connecting to a public wastewater system and / or consolidating water service. We will also develop and implement a community survey if necessary to identify and characterize septic system deficiencies, quantify septic system maintenance costs, and gauge (or demonstrate) the willingness of home owners and rate payers to pay for connection fees, service charges and any other costs related to septic to sewer conversion. In partnership with community based organizations and other stakeholders and technical assistance providers, we will initiate and facilitate discussions amongst representatives from key local governments (local special districts, county and city agencies) to secure support and develop a collaborative strategy. We will then work together to engage the State Water Resources Control Board, Upper Kings Integrated Regional Water Management stakeholders and other relevant entities to identify funding and technical assistance opportunities to ensure project completion and success. We will also work with government agencies and technical assistance providers to ensure project readiness by securing LAFCO approvals and any other conditions of funding or project implementation. Throughout...
DETAILED PROJECT DESCRIPTION. In the last decade the Sierra Nevada region has begun to assess and address the enormous problems associated with historic mining, logging, and the displacement of native peoples. Local conservation groups are now joining with towns, agencies and the increasingly public indigenous tribal leadership to work on stream restoration, legacy mine assessment and remediation, repair of antiquated water infrastructure, and meadow stewardship for enhanced water storage - and to engage our youth and our community in these efforts. Driven in part by funding from the State of California’s Department of Water Resources (DWR) program to promote Integrated Regional Water Management planning, many central Sierra Nevada entities have joined together to create the Cosumnes, American, Bear, Yuba (CABY) Integrated Regional Water Management (IRWM) group in order to develop watershed wide plans aimed at protecting and stewarding the natural resources in this region.