Project Characteristics Clause Samples

Project Characteristics. The Parties agree that it is their common intention that the Project will have the following characteristics: (a) The Project shall be undertaken jointly by the Parties; (b) The primary parameter for the servicing structures to be contemplated under the Project involve: (i) Development of a raw water intake and trunk main and appurtenances, including pump stations, for the transmission of raw water to the location to be agreed upon by the Parties; (ii) Upon the agreement of the foregoing, the production of a trusted water supply within existing, future upgraded water treatment facilities or new water treatment facilities located or to be located within the municipal boundaries of both Parties or either one of them; (iii) the transmission of treated water to the Parties; and (iv) the direct or indirect distribution of treated water within those areas that the Parties will so determine; or a combination of the above, based on factors such as the practicality, feasibility, relative costs and benefits, and legality of either approach; (c) The purpose of the Project shall be to provide the Parties with options and alternatives to consider in relation to the provision of Water Services to the Parties within those areas that the Parties will determine; (d) The Parties shall, to the extent possible, apply for and access grants and assistance that may be available in relation to the Project from Canada, Alberta, developers (including in the payment of off-site levies and similar funding) or from any other person or entity other than the Parties that may financially contribute to this Project; (e) The Parties intend that the Project Costs shall be funded firstly through the grants that are made available to the Parties and secondly through their own municipal financial resources. In the event that the amount of the grant funds received exceeds the amount of the required for this particular Project, the Parties shall mutually agree upon the appropriate distribution of the excess grant funds amongst each of them, considering always the terms imposed upon the payment of the grant funds by the grant funder(s). Should the Parties not agree upon the terms of the distribution of any excess grant funds, then the Conflict Resolution terms that are set forth in the terms of reference for the Intermunicipal Committee shall be utilized to resolve the issue.
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Project Characteristics. Grantee must have a provider that is licensed or certified by ODDS and individuals with Intellectual and Developmental Disabilities must reside in the Dwelling Unit.
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Project Characteristics. Local economic conditions;
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Project Characteristics. Subject to the terms hereof, the project infrastructure consists of pipeline, pump stations, surge tanks, storage tanks, valves, collection pipelines, production wells, well pumps, control systems, well houses, pump stations, telemetry, fiber optic lines, roadway easements, pipeline easements, production and ▇▇▇▇▇oring well easements, monitoring wells, data loggers, weather stations, electrical distribution line easements, whether above, under or across the easements created for the Fish Spr▇▇▇▇ Ranch water importation pipeline related infrastructure improvements necessary to appropriate, transport and convey a minimum of 8,000 acre feet of water from the Fish Springs Ranch in northern Washoe County to WASHOE’s Matterhorn Terminal Tank (the “Point of Delivery”) in the North Valleys area of Washoe County. From the Point of Delivery the pipeline connects through an additional four (4) miles of 30 inch ductile iron pipe along Matterhorn Drive to Tupelo to Water Ash to Lemon Drive where it connects to a 12 inch water distribution line. This portion of the improvements includes two (2) pressure reducing valves, telemetry and related improvements (collectively, the “Project Infrastructure”).
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Project Characteristics. A. 9.1 In the event any one of the Project influent characteristics, suspended solids, BOD5 or flow, exceeds the design parameters stated in ATTACHMENT C, OMI shall return the plant effluent to the characteristics required by state and federal permits in accordance with ATTACHMENT C after Project influent characteristics return to within design parameters as soon as possible when plant returns to design parameters.
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Project Characteristics. San Francisco and Recology (the private company that operates the Recology Hay Road Landfill, the San Francisco Transfer Station, Recology’s Recycle Central Facility, and the truck hauling fleet currently used to transport San Francisco waste) would enter into one or more agreements for the transportation and disposal of 5 million tons of San Francisco MSW at the Recology Hay Road Landfill. At current rates of disposal, it is estimated that such an agreement (or agreements) would have a term of approximately 13 years. However, given the City’s continuing efforts to reduce MSW to landfill, for the purposes of this Initial Study, it is conservatively assumed that the proposed project could continue for a period of up to 15 years. As occurs today, MSW would be transported by long haul semi‐trucks primarily from the Recology San Francisco transfer station located at ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇, with a smaller number of trucks hauling residual wastes for disposal from Recology’s Recycle Central facility, located at Pier ▇▇ ▇▇ ▇▇▇ ▇▇▇▇▇▇▇▇▇. The tonnage of waste and the numbers of daily and annual truck trips would not increase as a result of the proposed project. ▇▇▇▇▇ -HPYÄLSK Vallejo Stockton 2 Berkeley 5 San Francisco Oakland Fremont Livermore SOURCE: Recology 2014.0653E: San Francisco Waste Transport for Disposal at Recology Hay Road Landfill . 210655 400 Feet ▇▇▇▇▇▇ Ave Feet 2000 0 280 Recycle Rd Alanna Way Illinois St 3rd St Potrero Ave ▇▇▇▇▇▇ Way ▇▇▇▇▇▇ Way 20th St ▇▇▇▇▇ ▇▇▇▇▇▇ St Midway Rd ▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇▇ ▇▇ ▇▇▇ ▇▇ ▇▇▇ ▇▇ Mile Cargo Way ▇▇▇▇▇ Ave Tunnel Ave Pitt School Rd Rio ▇▇▇▇▇ ▇▇ Town ▇▇ ▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇ ▇▇ ▇▇▇ ▇▇ ▇▇▇▇▇▇ St SOURCE: Recology 2014.0653E: San Francisco Waste Transport for Disposal at Recology Hay Road Landfill . 210655 Currently, Recology transports San Francisco’s MSW to the Altamont Landfill, located in eastern Alameda County, for disposal. San Francisco’s disposal agreement with Waste Management, Inc., operator of the Altamont Landfill, will expire around 2016.1 The initiation of the proposed project would correspond with the cessation of transport of San Francisco’s MSW to Altamont Landfill.2 As noted above, the use of the Recology Hay Road Landfill for disposal of up to 5 million tons of San Francisco’s MSW is assumed to continue for an estimated period of 15 years.
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Project Characteristics. The project proposes 57 single-family detached units on 5.54 gross acres or 11.0 units per net acre. (The project site includes a portion of Site Drive. The net acreage is 5.19 acres). The Site Plan includes two access streets from Site Drive. Thirty seven dwelling units are located near or along the project perimeters outside of the main loop street (Streets A-C) and twenty units are located in the site interior. All units are two-story, three or four- bedroom units. The Site Plan is included as Exhibit 9. The project is anticipated to be built out in May 2013 and fully occupied by 2017. (All technical studies assume a build out date of January 1, 2017 since the short-range traffic model is based on 2017. Hereafter in this report, a project build out date of 2017 is cited). Construction is anticipated from 7:00 am to 5:00 pm Monday to Fridays and 8:00 am to 4:00 pm on Saturdays. In accordance with the Noise Ordinance, construction cannot occur outside of the stated hours. During remediation, only five employees will be onsite daily. Ten to fifteen construction employees will be onsite daily during the remaining grading and construction period. Table 1 Preliminary Remediation and Construction Schedule Remediation work start March 2011 Import earthwork May 2011 Site prep and underground June 2011 Foundation June 2011 Base pavement July 2011 Residential framing begin July 2011 Residential finishing construction May 2013 Landscape July 2011 - May 2013 Source: Trumark Communities, April 2010 Preliminary grading plans indicate grading onsite is balanced with 30,000 cubic yards of cut and 30,000 cubic yards of fill. As part of the site remediation, 2,450 cubic yards of soil will be exported and 1,870 cubic yards of fill imported. The proposed haul route will be along Central Avenue to ▇▇▇▇▇ Street to ▇▇▇▇▇▇▇ Road to SR-57 North. The primary differences between the units are the amount of yard space (ranging from 500 to 1,197 square feet) and the difference in the unit’s driveways. Plans 1, 1x, 2, 2x and 3x have 500 to 881 square feet of useable yard space. Plans 3, 4, 4x have 1,042 to 1,197 square feet of useable yard space. Seventeen of the fifty-seven units (Lots 1-10 ad 51-57) have driveway aprons (30 percent), and the remaining forty units (Exhibit 9) have short aprons (70 percent). Table 2 Project Statistics 1 1,498 3 500 14 1x 1,781 4 774 2 2 1,512 3 508 14 2x 1,805 4 732 2 3 1,687 3 1,111 8 3x 1,921 4 881 4 4 1,939 3* 1,042 11 4x 2,170 4* 1,197 2 Note: * ...
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Project Characteristics. The Parties hereby agree to work jointly towards the implementation of the Project on the basis of the benchmarks attached hereto as Annex ./B, being however understood that, during the Project development phase, certain adjustments to the expected Project Characteristics listed in Annex ./B may occur, as agreed upon at that time by the Parties.
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Project Characteristics 
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Related to Project Characteristics

  • Characteristics The Contracts have the following characteristics: (i) all the Contracts are secured by Motorcycles; (ii) no Contract has a remaining maturity of more than 84 months; and (iii) the final scheduled payment on the Contract with the latest maturity is due no later than September 6, 2031. Approximately 74.40% of the Pool Balance as of the Cutoff Date is attributable to loans for purchases of new Motorcycles and approximately 25.60% is attributable to loans for purchases of used Motorcycles. No Contract was originated after the Cutoff Date. No Contract has a Contract Rate less than 0.010%.

  • Mortgage Loan Characteristics The characteristics of the related Mortgage Loan Package are as set forth on the description of the pool characteristics for the applicable Mortgage Loan Package delivered pursuant to Section 11 on the related Closing Date in the form attached as Exhibit B to each related Assignment and Conveyance Agreement;

  • Individual Characteristics Each Receivable has the following individual characteristics as of the Cut-Off Date: (i) each Receivable is secured by a new or used automobile, minivan or sport utility vehicle; (ii) each Receivable has a Contract Rate of no less than 0.00%; (iii) each Receivable had an original term to maturity of not more than 72 months and not less than 12 months and each Receivable has a remaining term to maturity, as of the Cut-Off Date, of 3 months or more; (iv) each Receivable has an Outstanding Principal Balance as of the Cut-Off Date of greater than or equal to $1,000.00; (v) no Receivable has a scheduled maturity date later than July 31, 2027; Schedule I-1 Schedule I to the Purchase Agreement (vi) no Receivable was more than 30 days past due as of the Cut-Off Date; (vii) as of the Cut-off Date, no Receivable was noted in the records of VCI or the Servicer as being the subject of any pending bankruptcy or insolvency proceeding; (viii) no Receivable is subject to a force-placed Insurance Policy on the related Financed Vehicle; and (ix) each Receivable is a Simple Interest Receivable.

  • Physical File Characteristics 6.2.1 The Optional Daily Usage File will be distributed to CLEC-1 via an agreed medium with CONNECT:Direct being the preferred transport method. The Daily Usage Feed will be a variable block format (2476) with an LRECL of 2472. The data on the Daily Usage Feed will be in a non-compacted EMI format (175 byte format plus modules). It will be created on a daily basis (Monday through Friday except holidays). Details such as dataset name and delivery schedule will be addressed during negotiations of the distribution medium. There will be a maximum of one dataset per workday per OCN. 6.2.2 Data circuits (private line or dial-up) may be required between BellSouth and CLEC-1 for the purpose of data transmission. Where a dedicated line is required, CLEC-1 will be responsible for ordering the circuit, overseeing its installation and coordinating the installation with BellSouth. CLEC-1 will also be responsible for any charges associated with this line. Equipment required on the BellSouth end to attach the line to the mainframe computer and to transmit successfully ongoing will be negotiated on a case by case basis. Where a dial-up facility is required, dial circuits will be installed in the BellSouth data center by BellSouth and the associated charges assessed to CLEC-1. Additionally, all message toll charges associated with the use of the dial circuit by CLEC-1 will be the responsibility of CLEC-1. Associated equipment on the BellSouth end, including a modem, will be negotiated on a case by case basis between the parties. All equipment, including modems and software, that is required on CLEC-1 end for the purpose of data transmission will be the responsibility of CLEC-1.

  • ODUF Physical File Characteristics 6.2.1 ODUF will be distributed to TWTC via Secure File Transfer Protocol (FTP). The ODUF feed will be a variable block format. The data on the ODUF feed will be in a non-compacted EMI format (175 byte format plus modules). It will be created on a daily basis Monday through Friday except holidays. Details such as dataset name and delivery schedule will be addressed during negotiations of the distribution medium. There will be a maximum of one dataset per workday per OCN. If AT&T determines the Secure FTP Mailbox is nearing capacity levels, AT&T may move the customer to CONNECT: Direct file delivery. 6.2.2 If the customer is moved, CONNECT: Direct data circuits (private line or dial-up) will be required between AT&T and TWTC for the purpose of data transmission. Where a dedicated line is required, TWTC will be responsible for ordering the circuit, overseeing its installation and coordinating the installation with AT&T. TWTC will also be responsible for any charges associated with this line. Equipment required on the AT&T end to attach the line to the mainframe computer and to transmit messages successfully on an ongoing basis will be negotiated on an individual case basis. Any costs incurred for such equipment will be TWTC's responsibility. Where a dial-up facility is required, dial circuits will be installed in the AT&T data center by AT&T and the associated charges assessed to TWTC. Additionally, all message toll charges associated with the use of the dial circuit by TWTC will be the responsibility of TWTC. Associated equipment on the AT&T end, including a modem, will be negotiated on an individual case basis between the Parties. All equipment, including modems and software, that is required on TWTC end for the purpose of data transmission will be the responsibility of TWTC. 6.2.3 If TWTC utilizes FTP for data file transmission, purchase of the FTP software will be the responsibility of TWTC.