Notional Field Development Final Report - EBN
Notional Field Development Final Report - EBN
Notional Field Development Final Report - EBN
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<strong>EBN</strong> <strong>Notional</strong> <strong>Field</strong> <strong>Development</strong> Plan<br />
4 Surface & Environmental Impacts<br />
4.1 Project Description<br />
The Scope of Work (SOW) for the Surface and Environmental Impacts team was to prepare a notional /<br />
feasibility level study to identify the potential environmental issues associated with the surface impacts<br />
associated with the development of shale gas resources within the Netherlands.<br />
4.1.1 Assumptions<br />
Our recommendations are based upon the data reviews, modeling and designs of the Subsurface Team,<br />
and input from <strong>EBN</strong>. Based upon information agreed to in our Peer Review meeting on September 24,<br />
2011, the following assumptions were used as the basis of our work.<br />
Resource play is a “dry gas.”<br />
Low potential for the presence of hydrogen sulfide (H 2 S).<br />
In order to maximize the potential production volumes of the play, the development will require<br />
horizontal drilling with hydraulic fracing. Since different lateral lengths and number/stages of<br />
fracs were modeled, it is important to clarify that our work is based upon the following<br />
information:<br />
Drilling depth of 3,100 meters<br />
o Lateral lengths of 1,500 meters on a 400-meter spacing<br />
o Designed for 22 frac stages<br />
o Each stage will require 3,000 barrels of water<br />
o Flowback is projected at 15 percent (%) of injected volume<br />
o Produced water is projected at 600 barrels per day (initial volumes could be as high as<br />
1,000 barrels per day)<br />
• Well pad footprint is estimated at 150 meters by 100 meters.<br />
• For each well pad, it is estimated that between one and 10 wells can be drilled to minimize the<br />
number of well pads required.<br />
• Within the identified “GO” sites, the intent would be to establish centralized water<br />
impoundments with piping systems to move the water between the well pads.<br />
• Al surface facilities must be designed in relation to potential seismic activity.<br />
4.1.2 Unknowns<br />
There are still many “unknowns” at this juncture of the study, which will be reduced as decisions are<br />
made regarding:<br />
• Location of first area to be explored<br />
• Capital budget to be invested<br />
• Schedule of resources allocated.<br />
© 2011 Halliburton All Rights Reserved<br />
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