Project Characteristics. The Parties agree that it is their common intention that the Project will have the following characteristics:
Project Characteristics. (2) Local economic conditions;
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.
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.
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 000 Xxxxxx Xxxxxx, with a smaller number of trucks hauling residual wastes for disposal from Recology’s Recycle Central facility, located at Pier 00 xx Xxx Xxxxxxxxx. The tonnage of waste and the numbers of daily and annual truck trips would not increase as a result of the proposed project. 29 113 116 128 505 16 Xxxxx Petaluma Napa 121 Hay Road 3HUKÄSS -HPYÄLSK 220 104 37 San Pablo Bay Vallejo 780 160 4 88 12 99 26 Stockton 2 24 Berkeley 5 Pacific Ocean Recology San Francisco 80 Oakland 61 580 Altamont 3HUKÄSS 205 120 0 10 Miles SF Transfer Station 280 35 Recycle Central San Francisco Bay 101 92 82 880 84 238 Fremont 580 Livermore 132 33 SOURCE: Recology 2014.0653E: San Francisco Waste Transport for Disposal at Recology Hay Road Landfill . 210655 680 237 130 Figure 1 Project Location – Proposed Route for Transport of MSW to Recology Hay Road Landfill SAN FRANCISCO BAY 400 101 Feet Recology SF Facility Xxxxxx Ave Feet 2000 0 101 Islais Creek Channel SAN FRANCISCO BAY 280 Recycle Central Recycle Rd Alanna Way Illinois St 3rd St Potrero Ave Xxxxxx Way Xxxxxx Way 20th St Xxxxx Xxxxxx St San Francisco Facilities Haul Routes Midway Rd 505 Xxxxx Xx 80 113 Vacaville Xxxxxxx Xx Xxx Xx Xxx Xx Mile /H` 9VHK 3HUKÄSS Cargo Way Xxxxx Ave Tunnel Ave Pitt School Rd Rio Xxxxx Xx Town Xx Xxxxxx Xx Xxxxx Xx Xxx Xx Xxxxxx St Xxxxxx County Facility Haul Route SOURCE: Recology 2014.0653E: San Francisco Waste Transport for Disposal at Recology Hay Road Landfill . 210655 Figure 2 Local Streets and Roads Used to Transport MSW Currently, Recology transports San Francisco’s MSW to the Altamont Landfill, located in eastern Al...
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 xxxxxoring well easements, monitoring wells, data loggers, weather stations, electrical distribution line easements, whether above, under or across the easements created for the Fish Sprxxxx 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”).
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.
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 Phase Month/Year 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 Xxxxx Street to Xxxxxxx Road to SR-57 North. Exhibit 9: Site Plan Unit Characteristics. The project proposes 57 single-family detached units, ranging in size from 1,498 to 2,170 square feet (Table 2). Forty-seven of the fifty-seven units are three- bedroom units and ten units are four-bedroom units. (All plans with an “x” designation have one bedroom on the first level). All units have two car garages with roll-up garage doors. 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, ...
Project Characteristics
