Reservoirs. Tunnel Mt. Main Concrete Reservoir 5,000,000 imp. Gals Tunnel Mt. Elevated Steel Tank 25,000 imp. Gals Tunnel Mt. Concrete Reservoir 300,000 imp. gals Sulphur Mountain Concrete Reservoir 166,500 imp. gallons (more or less) Schedule “B” Article 4.2.3 amended 1995.08.14 Incorporation Agreement Amendment #1
Reservoirs. A substantial portion of the City’s work on reservoir projects entails the rehabilitation of existing structures. For these projects, HELIX conducts a preliminary assessment to determine if the Categorical Exemptions for minor modification of existing facilities and/or the repair or replacement of existing facilities are applicable—usually one or both of these exemptions is applicable to these projects. Examples of this include the HELIX- prepared Notices of Exemption for the repair/ rehabilitation of the City’s Fire Mountain, Guajome, and Morro Hills reservoirs. We have also helped the City evaluate potential new reservoir sites, and HELIX prepared an EIR Addendum addressing the potential construction of a new recycled water reservoir within the City’s El Corazon Specific Plan Area. Major Plant Automation Upgrades Project. HELIX prepared a CEQA Notice of Exemption for upgrades to the existing automation and SCADA system at three treatment plants and 34 locations within the City’s existing water and wastewater collection and distribution system.
Reservoirs. Off-stream reservoirs shall be appropriately designed, sized, and managed to contain diverted water, plus precipitation and storm water runoff, without overtopping. Permittee shall install an overflow spillway designed to withstand a 100-year flood event, that discourages channelization, and promotes dispersal and infiltration of flows to prevent overflow from reaching Waters of the State. The spillway shall be designed to allow for a minimum of two feet of freeboard.
Reservoirs. 8.5 Aquifer Recharge 8.5.1 Recharge Xxxxx 8.5.2 Rapid Infiltration Basins ATTACHMENT "D" SPECIAL CONDITIONS FOR FEDERAL EMERGENCY MANAGEMENT AGENCY CONTRACTS
Reservoirs. CUW307 Local Summit Reservoir Rehabilitation CUW310 Local New Northwest Reservoir CUW319 Local Hunters Point Reservoir Rehabilitation CUW334 Local Stanford Heights Reservoir Rehabilitation CUW335 Local Potrero Heights Reservoir Rehabiliation CUW337 Local Sutro Reservoir Rehabilitation Pump Stations/Tanks CUW306 Local Xxxxxxx Amazon Pump Station Upgrade CUW309 Local Lake Merced Pump Station Upgrade CUW314 Local La Grande Tank Upgrade CUW318 Local Forest Hill Tank Rehabilitation CUW320 Local Forest Hill Pump Station Upgrade CUW321 Local Forest Xxxxx Pump Station Upgrade CUW322 Local Lincoln Park Pump Station Upgrade CUW323 Local Alemany Pump Station Upgrade CUW324 Local Mount Davidson Pump Station Upgrade CUW326 Local Palo Alto Pump Station Upgrade CUW326 Local Sktview-AquaVista Pump Station Upgrade CUW327 Local Summit Pump Station Upgrade CUW328 Local McLaren #1 Tank Rehabilitation CUW329 Local Potrero Heights Tank Seismic Upgrade CUW330 Local Forest Xxxxx Tank Seismic Upgrade CUW331 Local Lincoln Park Tank Seismic Upgrade CUW332 Local McLaren #2 Tank Rehabilitation CUW333 Local Mount Davidson Tank Seismic Upgrade CUW338 Local La Grande Pump Station Upgrade CUW339 Local Potrero Heights Pump Station Upgrade CUW340 Local Vista Francisco Pump Station Upgrade ATTACHMENT L-1 IDENTIFICATION OF WSIP PROJECTS AS REGIONAL/RETAIL (Section 5.04) Project
Reservoirs. If Owner consents to the discharge of produced water but does not wish Operator to discharge any of its produced water into Owner’s existing reservoirs, Operator shall be solely responsible for finding a suitable water discharge location acceptable to Owner, building the necessary catchment structures (including pipelines, dikes, dams, and outlet piping) and maintaining the same at its sole cost, risk and expense. Similarly, if Operator requests and is granted permission to use any of Owner’s reservoirs, should any such reservoirs require modification, upgrading and/or improvement to be able to hold Operator’s produced water, any such modification, upgrading or improvement shall be done at Operator’s sole cost, risk and expense. Owner shall not be responsible for payment of any cost associated with Operator’s development activities which shall include, but not be limited to water discharge, catchment of produced water or maintenance of any related facilities.
Reservoirs. Introduction Correctly estimating the anthropogenic component of greenhouse gas emissions from reservoirs requires a careful assessment of the source and fate of reservoir carbon fluxes as such estimates are prone to double counting and inappropriate attribution of fluxes to human activity (Prairie et al. 2017a). The greenhouse gas emission factors from Flooded Lands presented in this methodology report are composited output from an empirical model (Prairie et al. 2017b), developed and calibrated with field measurements from diverse types of reservoirs located in various regions of the world (see section 7A.1.2.3 Data Sources). The model allows us to annualize emissions that are often measured over short periods (e.g. during the ice-free period for boreal systems) and estimate changes in reservoir greenhouse gas activity that have been observed to occur as reservoirs age. We anticipate that the models will continue to improve over time as more measurements are made and additional models become available.
Reservoirs. Reservoir Normal Full Pool Range (elevation above MSL ) Reservoir 1: 1036’ -1034’* Reservoir 2: 860’ – 858’ * The operational range at Dam 1 is 1045.5’ to 1043.5’ elevation when Spillway gates are lowered in late spring. Pond min elevations for power generation (due to non-power related factors) Reservoir 1: 985.0’ Reservoir 2: 840.0’ Per the Bull Run Water Supply Habitat Conservation Plan (2008) (“HCP”):
Reservoirs. Santa Fe Irrigation District, Mechanical Dewatering Washwater Tank, Clearwell, and San Dieguito Dam Improvements City of San Diego Cast Iron Replacement City of Coronado Naval Costal Campus Pump Station and Force Main Project Irvine Ranch Water District Michelson Force Main Improvements Irvine Lake Pipeline, North Conversion Reservoir Project Golden State Water Company, 0xx Xxxxxx Xxxxxx Xxxx Replacement Irvine Ranch Water District 2014 Sewer Rehabilitation Project City of Garden Grove, Repair and Rehabilitation of 2,000 gpm Pump Station Pipeline / Design Replacement Pipeline Rehabilitation Pump & Lift Station Master Planning Reservoirs Water / Wastewater / Recycled Water Treatment Pure Water Pilot Studies Structural Engineering Geotechnical Engineering Civil / Drainage Engineering Permitting On Time/On Budget Oceanside Project Experience ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ ¥ The City is seeking a qualified firm to provide engineering services on an as-needed basis for water and sewer projects. As specific needs and requirements are established, the City will authorize individual task orders. Kleinfelder has assembled a team that will provide well-executed, quality task orders in an eficient and cost effective manner. Kleinfelder will be an advocate and xxxxxxx of the City’s budget; ensuring judicious use of funds and managing and minimizing the risk factors that lead to escalated project costs and delays. Kleinfelder will deliver quality task orders while providing the best value for your budget. Kleinfelder is ready to deliver. We will provide: ■ An experienced and proven Project Manager well-established and successful in similar projects, including many as-needed contracts ■ A comprehensive team of technical experts to service all aspects of the contract including condition assessments, studies, processes, new design, rehabilitation and retrofit, energy optimization, and construction management on water and sewer projects ■ A local team with vast resources – available and able to respond at a moment’s notice Kleinfelder has provided on-call professional services for several local municipalities similar to the City’s agreement. For example, our ability to provide as-needed services in a flexible and responsive manner while delivering a high quality work product was recognized by our current contract award with the City of San Diego for As- Needed Engineering C...
Reservoirs. Volume 1: Measurement Programs and Data Analysis” ⚫ Guidelines for “Volume 2: Modelling” to be launched at HYDRO 2015 ⚫ Scoping underway for best practices in management and mitigation 68th REWP October 2015 13 Field ⚫ ⚫Tucuruí ⚫Xxxxxxx ⚫Xxxxx da Mesa ⚫Xingó ⚫Três Marias ⚫Funil ⚫Segredo ⚫Itaipu ⚫ ⚫Xxxxx Xxxxxxx ⚫Belo Monte ⚫Batalha Annex XIII: Hydropower and Fish Potential Damage Mechanisms for Fish Passing Through Hydro Turbines 68th REWP October 2015 Species of focus ⚫ Eels ⚫ lampreys ⚫ Salmonids in general ⚫ Catfish ⚫ Whole-of-community and prioritizations for research and protection ⚫ Norway (lead): Xxxx-Xxxxxx Xxxxxxxxx is the operating agent ⚫ Australia ⚫ Brazil ⚫ France ⚫ Finland ⚫ Germany ⚫ Iceland ⚫ Sweden ⚫ Japan ⚫ Laos ⚫ United States Participating countries
