| ||Format||Pages||Price|| |
|19||$69.00||  ADD TO CART|
This guide considers the characterization of karst and fractured-rock aquifers as an integral component of monitoring-system design.
Formerly under the jurisdiction of ASTM Committee D18 on Soil and Rock, this guide was withdrawn in May 2005 in accordance with section 10.5.3.1 of the Regulations Governing ASTM Technical Committees, which requires that standards shall be updated by the end of the eighth year since the last approval date.
1.1 Justification -This guide considers the characterization of karst and fractured-rock aquifers as an integral component of monitoring-system design. Hence, the development of a conceptual hydrogeologic model that identifies and defines the various components of the flow system is recommended prior to the design and implementation of a monitoring system.
1.2 Methodology and Applicability -This guide is based on recognized methods of monitoring-system design and implementation for the purpose of collecting representative ground-water data. The design guidelines are applicable to the determination of ground-water flow and contaminant transport from existing sites, assessment of proposed sites, and determination of wellhead or springhead protection areas.
1.3 Objectives -The objectives of this guide are to outline procedures for obtaining information on hydrogeologic characteristics and water-quality data representative of karst and fractured-rock aquifers.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
|Link to Active (This link will always route to the current Active version of the standard.)|
ASTM D5717-95e1, Standard Guide for Design of Ground-Water Monitoring Systems in Karst and Fractured-Rock Aquifers (Withdrawn 2005), ASTM International, West Conshohocken, PA, 1998, www.astm.orgBack to Top