Conceptual Site Model Sample Clauses

Conceptual Site Model identification of size, location, geology, lithology, hydrogeology, areas of concern, contaminants of concern, recognized environmental conditions, historic sampling locations and results, data gaps, risk assessments, potential exposure pathways, offsite concerns, etc.
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Conceptual Site Model. The conceptual site model (CSM) connects and clarifies what is already known environmentally about a site that is pertinent to decision-making requirements. In the case of chemical exposures, the CSM addresses contaminant pathways, receptors and considers possible exposures. Terracon previously addressed the elements of the CSM by completing a MRBCA Tier 1 Report for Site #2 through Site #8 in April 2010, following MDNR comment (Terracon Project Number 02087037). Information to complete the MRBCA Tier 1 evaluation was collected from the previous assessment activities. Additionally, Brownfields Characterization for Remedial Design sampling was conducted across the site in 2012 to provide better data density and visual classification of on-site fills. Based on review of previous soil analytical data, the soils have been generally delineated on-site to Risk Based Target Levels (RBTLs) for Soil Type 2 (Silty Soil) per Section 5.8.1 of the MRBCA Guidance Document. Based on the soil concentrations at the site and evaluation of the potential exposure pathways associated with the site, two dominant exposure pathways are associated with the site:  Surface and Subsurface Soil (current and future non-residential) protective of ingestion, inhalation (outdoor vapor emissions and particulates) and dermal contact with surficial soils.  Surface water runoff to the stream. Based on review of soil and groundwater analytical data, the vertical and horizontal extent of on-site impact has been characterized, with the possible exception localized areas between existing sample points. With respect to the current land use and current site conditions arsenic and lead representative concentrations in surface soil and subsurface soil are above the applicable Tier 1 RBTLs for Non-Residential Land Use Soil Type 2 for areas of the site that are not covered by concrete washout. Additionally, individual benzo(a)pyrene concentrations exceed Tier 1 RBTLs for non-residential use. Groundwater in the West Xxxxxxx area was not present with concentrations either above analytical detection limits or above DTLs for groundwater, detailed in the 2008 Site Investigation report. Appendix B provides tables of the soil data collected from the surface and subsurface soils and fills. Based on the complete exposure pathway: ingestion, inhalation (vapor emissions and particulates) and dermal contact; impacted soils/fill material exceeding Tier 1 MRBCA levels will be excavated and disposed at a certified ...
Sample 1
Conceptual Site Model. The Contractor shall develop a revised CSM in 3-D to include establishing or updating existing fate and transport models based on existing data and data gathered during the SSI. The CSM should cover the source area and the distal plume, to include the lateral and vertical extent of the contaminants in the context of geologic/hydrogeologic parameters and the remedial actions conducted to date.
Sample 1
Conceptual Site Model. Task 1 of the study will be a detailed site characterization from which a conceptual site model will be developed. The site characterization will include collecting new data, as well as leveraging existing data and previous studies. The purpose of the site characterization is to 1) provide baseline data, which will be required for the site-specific modeling in Task 2; and 2) gain an enhanced understanding of the physical system that will be impacted by coastal hazards including storm wave flooding, tidal inundation, and erosion of the cliffs, and beach and dunes at Asilomar SB. Data to be collected will provide a backshore characterization wherein data fall primarily in the categories of geologic and geomorphic information including lithology and thickness of seacliff- forming units, cliff/dune toe and top elevations, and slopes of the beach-cliff system. Part of the data collection will use an unmanned aerial vehicle (UAV- drone) equipped with a camera to collect imagery that will then be processed to derive current topographic elevation data. This step is important, as the most recent available elevation data (lidar) available for this area was collected in 2017, and outcomes of the hazard modeling in Task 2 will have significantly higher confidence if modern, updated topographic data is used. From this topographic data, various geomorphic information can be extracted such as cliff edge elevations, dune crest elevations, beach widths, etc. In addition to data collected in the field, data and information from existing geologic mapping and reports will be reviewed and used to inform the development of the backshore characterization. This task includes a site visit and mapping review which provides a comprehensive understanding of the physical system and the processes that drive change. As part of Task 1, and also critical to future modeling, we will compile storm data and historical records that will be used in Task 2 to verify model results. Task 1 will also inventory and compile any parcel and structure footprint data that is new since the previous VA was conducted. Task 1 Deliverables • Technical memorandum identifying methods, data sets used and any backshore characteristics. • All new geospatial data including aerial imagery, elevation data, and backshore characterization.
Sample 1
Conceptual Site Model. 2 Based on the results of the Phase I ESA it is likely that VOCs and SVOCs associated with 3 mill operations and documented UST and AST releases have impacted the surface and 4 subsurface soils at the Site. Impact by VOCs and SVOCs may also exist in groundwater 5 throughout the subject property and surface water and sediment on the eastern part of the 7 into the subsurface. The Phase II ESA will evaluate extents of impact and assess the 8 subsurface conditions. Evaluation of structural debris during the Phase II ESA will also 9 identify if asbestos is present at the Site.
Sample 1
Conceptual Site Model. The existing draft ecological conceptual site model (CSM) presented in the RI Report was revised, as appropriate, and is available as Figure 1. The CSM presents potential chemical sources, release mechanisms, receptors, and exposure routes. Food web models are presented for the terrestrial and aquatic marine food webs present at the site in Figures 2 and 3.
Sample 1

Related to Conceptual Site Model

  • Site Plan It is Licensee’s responsibility before signing this Agreement to ensure that the Site Plan correctly shows the work that Licensee intends to perform, that the Site Plan correctly shows all improvements and equipment that Licensee intends be located on the Use Areas, that the Site Plan shows no work, improvements or equipment outside the Exclusive Areas and Shared Areas properly depicted and labeled on the Boundary Plan, and that all work, improvements and equipment is encompassed within the purposes enumerated in the Standard Terms for that particular Exclusive Area or Shared Area. Any work, improvements or equipment not conforming to all the foregoing is prohibited, even if it is clearly shown on the Site Plan or discussed in the Standard Terms. Any refinement or other change to the Site Plan after Licensor executes this Agreement is void unless Licensee obtains Licensee’s approval of the change pursuant to the plans approval processes set out in the Standard Terms and pursuant to all applicable regulatory requirements.

  • Improvement Plan A written plan developed by the evaluator, utilized when a teacher received a Rating of Ineffective on his/her Evaluation or on any individual deficiency in the evaluation system.

  • Improvement Plans A. A professional improvement plan is a clearly articulated assistance program for a teacher whose student growth measure dimension of the evaluation is below the expected level of student growth. For the purposes of this agreement, improvement plans shall be based on the individual student growth measure level, and not for overall subjects or classes taught.

  • Site Description 2.5.1 If reasonably requested by the A/E as necessary for the Project, the Owner shall furnish a legal description and a certified land survey of the Site, giving, as applicable, grades and lines of streets, alleys, pavements and adjoining property; rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the Site; locations, dimensions, and complete data pertaining to existing buildings, other improvements, and trees; and full information concerning available service and utility lines, both public and private, above and below grade, including inverts and depths.

  • Architecture The Private Improvements shall have architectural features, detailing, and design elements in accordance with the Project Schematic Drawings. All accessory screening walls or fences, if necessary, shall use similar primary material, color, and detailing as on the Private Improvements.

  • Configuration Management The Contractor shall maintain a configuration management program, which shall provide for the administrative and functional systems necessary for configuration identification, control, status accounting and reporting, to ensure configuration identity with the UCEU and associated cables produced by the Contractor. The Contractor shall maintain a Contractor approved Configuration Management Plan that complies with ANSI/EIA-649 2011. Notwithstanding ANSI/EIA-649 2011, the Contractor’s configuration management program shall comply with the VLS Configuration Management Plans, TL130-AD-PLN-010-VLS, and shall comply with the following:

  • Information Systems Acquisition Development and Maintenance Security of System Files. To protect City Information Processing Systems and system files containing information, Service Provider will ensure that access to source code is restricted to authorized users whose specific job function necessitates such access.

  • 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.

  • Tenant Improvement Plans Tenant, at Tenant's sole cost and expense, shall retain an interior architect ("Architect") to prepare plans and outline specifications to be attached as Exhibit "C" ("Tenant Improvement Plans and Specifications") with respect to the construction of initial interior improvements to the Premises ("Tenant Improvements"). The Tenant Improvement Plans and Specifications shall be completed for all aspects of the work (either in one package or in phases as provided below) by June 30, 2001 with all detail necessary for submittal to the city, within three (3) days thereafter, for issuance of building permits and for construction, and shall include any information required by the relevant agencies regarding Tenant's use of Hazardous Materials if applicable. The Tenant Improvements shall: (i) be reasonably compatible with (and not damaging to) the structural, mechanical, electrical, plumbing and other systems of the Building, (ii) not materially adversely impact (in Landlord's reasonable judgment) the exterior appearance or operations of the Building, the currently existing interior improvements in the Building, or the appearance or operations of the public areas of the Building and (iii) comply with all any law, statute, ordinance, order, rule, regulation or requirement of any governmental or quasi-governmental authority. All Tenant Improvements shall be subject to Landlord's reasonable approval, which shall not be unreasonably withheld or delayed beyond five (5) business days following receipt of Tenant's Plans and Specifications, provided the above conditions are met. Landlord's failure to approve, or reasonably disapprove, the Tenant Improvement Plans and Specifications (or revised Plans and Specifications) within five (5) business days following Landlord's receipt thereof shall be deemed Landlord's approval. The Tenant Improvement Plans and Specifications shall include all detail required by the City of Santa Clara necessary to obtain a Certificate of Occupancy. Construction ox xxx Tenant Improvements shall be performed by a general contractor ("General Contractor") selected by Tenant, subject to Landlord's reasonable approval. Tenant shall not be required to use union labor as a condition of receiving Landlord's approval hereunder. The Tenant Improvement Plans and Specifications shall be prepared in sufficient detail to allow General Contractor to construct the Tenant Improvements. The Tenant shall contract directly with General Contractor for construction of the Tenant Improvements and shall cause the General Contractor to construct the Tenant Improvements in accordance with all Tenant Improvement Plans and Specifications. Tenant shall have no obligation to remove the Tenant Improvements at the expiration or earlier termination of the Lease. The Tenant Improvements (other than Tenant's trade fixtures, equipment and furnishings and other personal property of Tenant that can be removed without permanent damage to the Premises) shall not be removed or altered by Tenant without the prior written consent of Landlord as provided in Section 7. Tenant shall have the right to depreciate and claim and collect any investment tax credits in the Tenant Improvements during the Lease Term. Upon expiration of the Lease Term or any earlier termination of the Lease, the Tenant Improvements (other than Tenant's trade fixtures, equipment and furnishings and other personal property of Tenant that can be removed without permanent damage to the Premises) shall become the property of Landlord and shall remain upon and be surrendered with the Premises, and title thereto shall automatically vest in Landlord without any payment therefore.

  • Project Implementation 2. The Borrower shall:

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