SITE AND PROJECT DESCRIPTION. The site nominated into the government's Strategic Siting Assessment is located on a xxxxx xxxxxxxx on the North Somerset coast and is shown on the attached map. The site is within the civil parish of Stogursey, the District of West Somerset and the County of Somerset. The grid reference of the approximate centre of the nominated site is 320300, 145850. To the east of the nominated site lies Xxxxxxx Point A, a twin-reactor Magnox power station which operated from 1965 to 2000 and is now undergoing decommissioning. Further east lies Xxxxxxx Point B, a twin-reactor Advanced Gas-Cooled Reactor (AGR) power station which commenced operation in 1976 and is expected to operate until at least 2016. The nominated site includes the area that received planning consent in 1990 for a single Pressurised Water Reactor (PWR) nuclear power station, which was never constructed. The proposed project includes construction of two nuclear generating units of the EPR design in the main part of the nominated site. Each unit would have a net output of 1670MW and a design operating life of 60 years. The nominated site also includes land to the south of Xxxxxxx Point A power station because this may be needed for ancillary works necessary to meet the power station's operational requirements. To the north, the nominated boundary is drawn at the high water mark along the coast. Further works beyond this boundary will be required to construct cooling water intake and outfall structures, and to establish temporary off-loading facilities for bulk delivery of construction materials by sea. It may also be necessary to construct coastal defences. It is not yet possible to define these features in any detail and their requirement, siting and design will be subject to detailed investigations. The appropriate measures to mitigate potential adverse environmental effects associated with these facilities would also be considered during the detailed investigations. In addition assessments are being made of the need for, and the environmental impact of, off-site developments likely to be necessary to construct and operate the generating units. These include by-pass options at Cannington, Park and Ride facilities and accommodation for construction workers, facilities for marshalling materials delivered by land, and refurbishment of Combwich wharf. THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK SCHEDULE 1 WORK AREAS – GENERAL ALLOCATION OF TASKS PLANNING PERFORMANCE AGREEMENT – SCHEDULE 1 [WORK AREAS Wo...
SITE AND PROJECT DESCRIPTION. As part of the Fort Bend County Precinct 1 Mobility Bond, the project consists of the design and construction of the widening of Segment 3 of Koeblen Road. The widening will occur in the eastbound lane and extend from just south of FM 2218 to about 1-mile southeast where it connects with Segment 1 of the project. The roadway will be a curb-and-gutter with a new storm sewer line that will be constructed along the alignment as well as a possible new detention pond. The new storm sewer line will be installed using conventional open-cut methods at a depth no deeper than about 10 feet below ground surface. At the time of this proposal, it is undecided if the detention pond will be constructed as well as its location. Based on conversation with CivilTech, we assume the detention pond will be no deeper than 10 feet below ground surface. A separate fee for the detention pond evaluation is provided in this proposal, if needed.
SITE AND PROJECT DESCRIPTION. PSEG Long Island LLC on behalf of the Long Island Lighting Company d/b/a LIPA, a wholly-owned subsidiary of the Long Island Power Authority (“PSEG Long Island” or “the Certificate Holder”) hereby submits its Environmental Management & Construction Plan (“EM&CP”) for the construction, operation, and maintenance of a new 138 kilovolt (“kV”) underground transmission line wholly within the Town of Hempstead, Nassau County, New York (“Project”). The Project, called the “Western Nassau Transmission Project” (“WNTP”), is the construction of a second circuit (the “Facility”) between the East Garden City (“EGC”) Substation (located in Uniondale), and the Valley Stream (“VS”) Substation (located in Lynbrook), both in the Town of Hempstead. The Facility will traverse the Villages of Garden City, Malverne, and Lynbrook. The Project will be constructed primarily within municipal public roadway right-of-way (“ROW”) for a total distance of approximately seven miles. This Project is necessary to make the Certificate Holder’s electric transmission system more resilient and improve redundancy. The line must be installed by 2020 for PSEG Long Island to continue to maintain a safe, robust, and reliable system, and remain in compliance with mandatory federal regulations.
SITE AND PROJECT DESCRIPTION. It is understood that the project consists of the installation of municipal services. The depths of the municipal services and method(s) of installation are not known at the time of the writing of this report. THESE DOCUMENTS AVAILABLE FOR PURCHASE AT CITY HALL This geotechnical investigation has been carried out to provide information on the existing pavement structure, subsurface materials and groundwater conditions, and to provide geotechnical engineering recommendations pertaining to subgrade preparation, soil foundation bearing value for pipe installation, dewatering procedures, trench shoring, and temporary slope stability during construction.
SITE AND PROJECT DESCRIPTION. This application requests a Community Benefit Agreement (CBA) for the future development of the three parcels that make up 0000 Xxxxx Xxxxxxxx, the former location for the Walnut Creek DMV office. The project site, located at the northeast quadrant of the N. Broadway and Xxxxxx Way intersection totals 1.56 acres in area, and has 390 linear feet of frontage along North Broadway, and 126 linear feet of frontage along Xxxxxx Way. The CBA application is a precursor to the actual development, and proposed that the City grant additional floor area ratio (FAR) and residential density, as allowed by the North Downtown Specific Plan (NDSP), in exchange for extra onsite and offsite improvements to be provided by the developer. Those improvements include the following: • A 15,538 square foot privately owned, publically accessible open space including a passive plaza zone and an expanded open space area east of the PG&E tower (does not include the EVA) (see Attachment 2 – publically accessible open space plan). • Full width street improvements pursuant to the conceptual street sections shown in the NDSP, including 550 linear feet of North Broadway and 150 linear feet along Xxxxxx Way. The proposed street improvements include ten-foot wide sidewalks, parking lanes with bio-retention segments, Class IV bike lanes, and one northbound and one southbound travel lane, with a turn lane in the center (Attachment 3, NDSP Figure 512b Conceptual Street Section) • Reconstruction of the intersection of North Broadway and Xxxxxx Way, including new bulb-outs and other features at every corner (does not include traffic signalization). (Attachment 0, Xxxxxxxx/Xxxxxx Concept Plan) To ensure the public access to the privately owned outdoor space, the subdivision map for the project will include dedication of a public access easement over the area outlined for publically accessible open space. The final street layout will be designed to the satisfaction of the City Engineer and Traffic Engineer during the entitlement and permitting process. The proposed community benefits originally included traffic signals at the intersection of North Broadway and Xxxxxx Way, however, the signal will only be installed if a future traffic study warrants it, and if warranted, the traffic signal will become a part of the development project or a condition of approval of the Design Review application. GENERAL PLAN / SPECIFIC PLAN CONSISTENCY AND CODE COMPLIANCE: General Plan: The General Plan designates the...
SITE AND PROJECT DESCRIPTION. The project consists of the design and construction of a new, approximately 500-foot-long right turning lane on West Bellfort Avenue at the intersection with Grand Parkway in Richmond, Texas. We understand the new right turn lane will match the existing pavement thickness of West Bellfort Avenue. In addition, a new storm sewer will be installed along this alignment with an invert depth on the order of 5 feet below existing ground surface.
SITE AND PROJECT DESCRIPTION. 1. The site at, on and in which an 1100 megawatt (electric) nuclear electric generating plant is to be constructed and operated is located in Xxxxxx County, Washington, entirely within the federally owned area known as the Hanford Operations Area, United State Atomic Energy Commission, and an adjacent portion of the Columbia River, and is within Sections 2, 3, 4 and 5 of Township 11 North, Range 00 Xxxx, X. X., and more particularly described as follows: Beginning at the Southwest corner of Section 11, Township 11 North, Range 28 East, X.X., said corner having Washington State coordinates, South zone, of North 408,335.30 and East 2,307,653.50; thence North 0° 41’08” East 8,065.28 feet to the TRUE POINT OF BEGINNING; thence West 11,153.37 feet; thence South 01° 01’23” East, 3000.48 feet; thence South 88°53’54” West 5,200.96 feet; thence North 0°31’41” West 3690.15 feet; thence East 1,430.00 feet; thence North 1,865.69 feet; thence North 87°46’08” East 3,703.83 feet; thence South 01° 01’23” East 1,800.29 feet; thence North 89° 07’55” East, 3,300.38 feet to the line of Navigation of the West bank of the Columbia River; thence southerly along said line of Navigation to a point that bears North 89° 15’21´East from the TRUE POINT OF BEGINNING: thence South 89°15’21” West 3,850.32 feet more or less to the TRUE POINT OF THE BEGINNING. Further; Beginning at the southwest corner of Section 11, Township 11 North, Range 28 East, X.X., said corner having Washington State Coordinates, South zone of North 408,335.30 and East 2,307,653.50; thence North 0° 41’08” East 8,065.28 feet; thence North 89°15’21” East, 3,850.32 feet to a point on the line of Navigation of the West bank of the Columbia River and the TRUE POINT OF BEGINNING of this description : thence North 10°07’14” West 2845.56 feet; hence South 89° 07’55” West 600.00 feet to a point on said line of Navigation; thence southerly along said line of Navigation to the TURE POINT OF BEGINNING of this description. The above description is base upon Washington State Coordinate System, South zone.
SITE AND PROJECT DESCRIPTION. As part of the Fort Bend County Precinct 1 Mobility Bond, the project consists of the design and construction of the widening of Segment 3 of Koeblen Road. The widening will occur in the eastbound lane and extend from just south of FM 2218 to about 1-mile southeast where it connects with Segment 1 of the project. The roadway will be a curb-and-gutter with a new storm sewer line that will be constructed along the alignment as well as a possible new detention pond. The new storm sewer line will be installed using conventional open-cut methods at a depth no deeper than about 10 feet below ground surface. At the time of this proposal, it is undecided if the detention pond will be constructed as well as its location. Based on conversation with CivilTech, we assume the detention pond will be no deeper than 10 feet below ground surface. A separate fee for the detention pond evaluation is provided in this proposal, if needed. SCOPE OF SERVICES • Review readily available published and in-house geotechnical literature of the site and the general site area including geologic maps. • Perform a reconnaissance of the project site and mark out proposed boring locations. We will also contact Texas811 prior to exploration. • Drill, log, and sample 11 exploratory borings at the site to depths of 20 feet below the existing ground surface (bgs). 0000 X. Xxx Xxxxxxx Parkway N., Ste. 119 | Xxxxxxx, Xxxxx 00000 | p. 713.973.8400 | xxx.xxxxxxxxxxxxx.xxx • Collect geotechnical soil samples using conventional split-spoon and/or thin-wall tube sampling techniques for laboratory testing and analysis. • Perform laboratory testing that will generally consist of moisture content, Xx. 000 Xxxx, Xxxxxxxxx limits, and strength testing. • Prepare a geotechnical report presenting the results of our evaluation. The report will be sealed by a Professional Engineer licensed in the State of Texas, and will include the following: ⭘ Description of work scope, laboratory, and field procedures; ⭘ Maps and boring plans; ⭘ Boring logs and laboratory test results; ⭘ Subsurface soil and groundwater conditions; ⭘ Earthwork considerations; ⭘ Excavation characteristics of onsite soils; ⭘ Potential for re-use of onsite soils; ⭘ Utility trench excavation requirements; ⭘ Pipe bedding and backfill requirements; ⭘ Subgrade preparation measures; ⭘ Asphalt pavement transition recommendations; and ⭘ Portland cement concrete pavement design recommendations. OPTIONAL SCOPE OF SERVICES • Drill, log, and sample two ex...
SITE AND PROJECT DESCRIPTION. The project site is located on Route 22 in St. Xxxxxx, Kings County, Xxxxxx Xxxxxx Island. We understand the existing structure will be replaced with a buried highway culvert structure. The new alignment is to be located along the existing alignment. The existing structure is shown on the appended Figure No. 1 – Borehole Location Plan.
SITE AND PROJECT DESCRIPTION. The project site is located on the Rails to Trails in Xxxxxx River, Queens County, Xxxxxx Xxxxxx Island. We understand the existing structure will be replaced with a buried structure supported on spread footings. The new alignment is to be located along the existing alignment. The existing structure is shown on the appended Figure No. 1 – Borehole Location Plan.
