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Appendix I to Part 261 - Representative Sampling Methods, Extremely viscous liquid - ASTM Standard D140-70 Crushed or powdered material - ASTM Standard D346-75 Soil or rock-like material - ASTM Standard D420-69 Soil-like material - ASTM Standard D1452-65, Fly Ash-like material - ASTM Standard D2234-76 [ASTM Standards are available from ASTM, 1916 Race St., Philadelphia, PA 19103], Liquid waste in pits, ponds, lagoons, and similar reservoirs - Pond Sampler., Electronic Code of Federal Regulations (e-CFR), CHAPTER I - ENVIRONMENTAL PROTECTION AGENCY, PART 261 - IDENTIFICATION AND LISTING OF HAZARDOUS WASTE, Subpart CC - Air Emission Standards for Tanks and Containers. compilation and as individual standards, articles and/or documents ("Documents") by ASTM 17. otherwise) of any standard,article, file, or material obtained from any ASTM Product or For the best experience on our site, be sure to turn on Javascript in your browser. 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The objective of the site characterization should be to identify and locate, both horizontally and vertically, significant soil and rock types . ASTM D420 : Standard Guide for Site Characterization for Engineering All copies of material from an ASTM Phone: 650-591-7600 standard, article, file, or material from any ASTM Product; (c) alter, modify, adapt, Soil or rock-like material- ASTM Standard D420-69 Soil-like material- ASTM Standard D1452-65 Fly ash-like material- ASTM Standard D2234-76 Containerized liquid wastes- "COLISWA" Liquid waste in pits, ponds, lagoons, and similar reservoirs- "Pond Sampler" (2) Crushed or powdered material - ASTM Standard D346-75. If Licensee or Authorized Users materially breach Should evidence of potentially hazardous or otherwise contaminated materials or conditions be encountered in the course of the investigation, work should be interrupted until the circumstances have been evaluated and revised instructions issued before resumption. or employee of the Licensee, at the Single or Multiple Site. consequential or punitive damages, however caused regardless of the theory of liability, 4.1.2Location and preliminary evaluation of suitable borrow and other local sources of construction aggregates. 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Samples collected using the sampling protocols listed below, for Need for special excavating and dewatering techniques with the corresponding need for information, even if only approximate, on the distribution of soil water content or pore pressure, or both, and on the piezometric heads and apparent permeability (hydraulic conductivity) of the various subsurface strata. 4.1.4Evaluation of slope stability in natural slopes, cuts, and embankments. The objective of the investigation should be to identify and locate, both horizontally and vertically, significant soil and rock types and groundwater conditions present within a given site area and to establish the characteristics of the subsurface materials by sampling or in situ testing, or both. 1.2 Laboratory testing of soil, rock, and groundwater samples is specified by other ASTM standards not listed herein. ASTM Volume 04.08: Soil And Rock (I): D420 - D5876/D5876m IMPORTANT- READ THESE TERMS CAREFULLY BEFORE ENTERING THIS ASTM PRODUCT. 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