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RD&D-Programme 2004 - SKB

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Already in the feasibility study, large areas were found to the west of the Simpevarp Peninsula<br />

that warranted further investigations from a geoscientific point of view. The site investigation<br />

was commenced here with geophysical airborne surveys and other studies so that an area could<br />

be prioritized for drilling. An analysis revealed a number of areas with what could be judged to<br />

be equivalent geological conditions. The Laxemar area just west of Simpevarp was therefore<br />

prioritized due to its proximity to existing facilities on the Simpevarp Peninsula. Adhering to the<br />

principle that the deep repository project should be pursued on a voluntary basis, <strong>SKB</strong> started<br />

negotiations with the many concerned landowners to obtain access to the area. The negotiations<br />

were drawn-out, but were finally more or less completed at the end of 2003. The work could<br />

then start, nearly a year later than originally planned.<br />

The aim is still to complete the current stage of the site investigation for both alternatives,<br />

Simpevarp and Laxemar. After that an evaluation will be made, with the support of the collected<br />

data. Contingent upon the results of the evaluation, the idea is to then carry out a complete<br />

site investigation for one of the alternatives, see Figure 10. If the Simpevarp alternative is<br />

prioritized, the investigations can be concentrated there. If the Laxemar area is chosen instead,<br />

further investigations will be conducted there, and the prospects for a connecting tunnel from<br />

Simpevarp will be explored.<br />

In addition to the choice between the two subareas, a number of site-specific geoscientific<br />

issues were identified as being of particular importance in the Oskarshamn case as well. Table 2<br />

summarizes the current status of these issues, mainly with regard to the Simpevarp area, since it<br />

is there that new borehole data are available.<br />

Table 2. Current status of site-specific key issues identified prior to the start of the site investigation<br />

in the site investigation in Oskarshamn.<br />

Key issue<br />

Size and location of bedrock blocks with<br />

favourable properties at repository depth.<br />

Presence and importance of dykes of<br />

fine-grained granite and fracture zones,<br />

particularly with respect to permeability.<br />

Status<br />

Drilling, in combination with lineament interpretations, show that<br />

the Simpevarp subarea is probably surrounded by deformation<br />

zones of such importance that they constitute boundaries for<br />

a possible repository area. Within the area are lineaments<br />

that can be interpreted as zones of lesser importance. Most of<br />

the fractured formations in the boreholes exhibit relatively low<br />

hydraulic conductivity.<br />

Analyses of data from large areas adjacent to and west of<br />

Simpevarp show that fine-grained granite is evenly distributed.<br />

The dykes of fine-grained granite encountered in the boreholes on<br />

the Simpevarp Peninsula have not exhibited elevated permeability,<br />

compared with the surrounding rock.<br />

A4.3 Facility design<br />

Design is the collective term for activities where requirements, design-basis criteria, technical<br />

solutions and other types of information are collected and processed so that they can eventually<br />

be translated into facility descriptions, function descriptions, engineering drawings and<br />

construction documents.<br />

Prior to the site investigation phase, the results of the design work to date were compiled into<br />

a comprehensive facility description outlining <strong>SKB</strong>’s general reference design of the deep<br />

repository. The task during the site investigation phase is to produce site-adapted configuration<br />

proposals and plans for detailed characterization and construction for the studied siting<br />

alternatives. The starting point is the general reference design, which is progressively adapted<br />

to the site conditions revealed by the investigations. At the same time, technical solutions for<br />

subsystems and other results delivered by ongoing development work are implemented (see<br />

section A4.4).<br />

RD&D-<strong>Programme</strong> <strong>2004</strong> 389

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