Hydrogeologic Conceptual Model §354 Sample Clauses

Hydrogeologic Conceptual Model §354. 14‌ The hydrogeologic conceptual model of the Tule Subbasin, as described in Attachment 2, has been developed in accordance with the requirements of California Code of Regulations, Title 23, Division 2, Chapter 1.5, Subchapter 2, Article 5, Subarticle 2 (§354.14) and in consideration of DWR Best Management Practices (BMPs) for the preparation of hydrogeologic conceptual models. The hydrogeologic conceptual model forms the basis for the numerical groundwater flow model of the subbasin.
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Hydrogeologic Conceptual Model §354. 14) The work tasks for the hydrogeologic conceptual model follow requirements listed in GSP Emergency Regulations. Moving forward on a potential GSP preparation is critical to meeting the timeline for SGMA compliance. In the event BBMR options and strategies for best sustainable management indicate a GSP is necessary, the foundational work will have been performed. CHG has developed numerous hydrogeologic conceptual models for groundwater basins and structural basins, many of which were foundational to numerical groundwater model development. CHG developed a SEAWAT dual‐density groundwater model currently used for sustainable management of the Los Osos basin. We understand technical characterization and conceptual representation of basins. The Eastern Valley fringe area is a tributary valley to the groundwater basin. The Southern Beach fringe area is situated over an uplifted bedrock shelf on the south side of the Los Osos fault zone. The source of water to xxxxx on many fringe area properties comes from fractured rock, which DWR Bulletin 118 excludes from groundwater basins. The hydrogeologic conceptual model will provide the physical and structural definition of the fringe areas, including the base of permeable sediments and estimates of groundwater in storage, which will be used to develop management strategies and BBMR options. Evaluate and define the following physical properties for each of the fringe areas:

Related to Hydrogeologic Conceptual Model §354

  • Project Scope The physical scope of the Project shall be limited to only those capital improvements as described in Appendix A of this Agreement. In the event that circumstances require a change in such physical scope, the change must be approved by the District Committee, recorded in the District Committee's official meeting minutes, and provided to the OPWC Director for the execution of an amendment to this Agreement.

  • Geotechnical Engineer « »« » « » « » « » « »

  • Project Engineer If the Project has been designed by the Project Engineer, the Project Engineer is to act as the Owner's representative, assumes all duties and responsibilities, and has the rights and authority assigned to Project Engineer in the Contract Documents in connection with completion of the Work all in accordance with the Contract Documents.

  • Project Completion The Project and the Work are complete.

  • Architect/Engineer (A/E) means a person registered as an architect pursuant to Tex. Occ. Code Xxx., Chapter 1051, as a landscape architect pursuant to Tex. Occ. Code Xxx., Chapter 1052, a person licensed as a professional engineer pursuant to Tex. Occ. Code Xxx., Chapter 1001 and/or a firm employed by Owner or a design-build contractor to provide professional architectural or engineering services and to exercise overall responsibility for the design of a Project or a significant portion thereof, and to perform the contract administration responsibilities set forth in the Contract.

  • Value Engineering The Supplier may prepare, at its own cost, a value engineering proposal at any time during the performance of the contract. The value engineering proposal shall, at a minimum, include the following;

  • Construction Progress Schedule A schedule indicating proposed activity sequences and durations, milestone dates for receipt and approval of pertinent information, preparation, submittal, and processing of Shop Drawings and Samples, delivery of materials or equipment requiring long-lead time procurement, and proposed date(s) of Material Completion and Occupancy and Final Completion. The schedule will be developed to represent the sixteen or seventeen CSI Specification Divisions. It shall have a minimum number of activities as required to adequately represent to Owner the complete scope of work and define the Project’s critical path and associated activities. If the Project is to be phased, then each individual Phase should be identified from start through completion of the overall Project and should be individually scheduled and described, including any Owner’s occupancy requirements and showing portions of the Project having occupancy priority. The format of the schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, Material Completion and Occupancy Date, final inspection dates, Punchlist, and Final Completion date.

  • Interconnection Facilities Engineering Procurement and Construction Interconnection Facilities, Network Upgrades, and Distribution Upgrades shall be studied, designed, and constructed pursuant to Good Utility Practice. Such studies, design and construction shall be based on the assumed accuracy and completeness of all technical information received by the Participating TO and the CAISO from the Interconnection Customer associated with interconnecting the Large Generating Facility.

  • Laboratory Testing All laboratories selected by UPS Freight for analyzing Controlled Substances Testing will be HHS certified.

  • Reverse Engineering The Customer must not reverse assemble or reverse compile or directly or indirectly allow or cause a third party to reverse assemble or reverse compile the whole or any part of the software or any products supplied as a part of the Licensed System.

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