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ASTM F625-94(2000)

(Practice)

Standard Practice for Classifying Water Bodies for Spill Control Systems

Standard Practice for Classifying Water Bodies for Spill Control Systems

SCOPE
1.1 This practice creates a system of categories that classify water bodies relating to the control of spills of oil and other substances that float on or into a body of water.
1.2 This standard does not address the compatibility of spill control equipment with spill products. It is the user's responsibility to ensure that any equipment selected is compatible with anticipated products.
1.3  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.

General Information

Status
Historical
Publication Date
31-Dec-1999
ICS
13.060.10 - Water of natural resources
Technical Committee
F20 - Hazardous Substances and Oil Spill Response
Drafting Committee
F20.11 - Control
Current Stage
Ref Project

Relations

Replaced By
ASTM F625-94(2006) - Standard Practice for Classifying Water Bodies for Spill Control Systems
Effective Date
01-Apr-2006
Referred By
ASTM F1778-97(2020) - Standard Guide for Selection of Skimmers for Oil-Spill Response
Effective Date
01-Jan-2000
Referred By
ASTM F1523-94(2023) - Standard Guide for Selection of Booms in Accordance With Water Body Classifications
Effective Date
01-Jan-2000
Referred By
ASTM F1780-18 - Standard Guide for Estimating Oil Spill Recovery System Effectiveness
Effective Date
01-Jan-2000
Referred By
ASTM F1599-95(2018) - Standard Guide for Collecting Performance Data on Temporary Storage Devices
Effective Date
01-Jan-2000
Referred By
ASTM F1084-08(2018) - Standard Guide for Sampling Oil/Water Mixtures for Oil Spill Recovery Equipment
Effective Date
01-Jan-2000
Referred By
ASTM F818-16(2020) - Standard Terminology Relating to Spill Response Booms and Barriers
Effective Date
01-Jan-2000
Referred By
ASTM F2008-00(2018) - Standard Guide for Qualitative Observations of Skimmer Performance
Effective Date
01-Jan-2000

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ASTM F625-94(2000) - Standard Practice for Classifying Water Bodies for Spill Control SystemsASTM F625-94(2000) - Standard Practice for Classifying Water Bodies for Spill Control Systems
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ASTM F625-94(2000) - Standard Practice for Classifying Water Bodies for Spill Control Systems
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Standards Content (Sample)


NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: F 625 – 94 (Reapproved 2000)
Standard Practice for
Classifying Water Bodies for Spill Control Systems
This standard is issued under the fixed designation F 625; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope 3. Summary of Practice
1.1 This practice creates a system of categories that classify 3.1 General environmental conditions for spill control sys-
water bodies relating to the control of spills of oil and other tems are grouped into four major types of water bodies (see
substances that float on or into a body of water. Table 1). Additional factors that may affect spill control
1.2 This standard does not address the compatibility of spill operations are listed in Section 5.
control equipment with spill products. It is the user’s respon-
4. Significance and Use
sibility to ensure that any equipment selected is compatible
with anticipated products. 4.1 This practice is to be used as a guide to classify water
bodies for spill control systems. These classifications may be
1.3 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the used in formulating standards for design, performance, evalu-
ation, contingency and response planning, contingency and
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica- response plan evaluation, and standard practice for spill control
systems.
bility of regulatory limitations prior to use.
4.2 Relatively few parameters of broad range have been
2. Terminology
used in Table 1 in order to enable the user to readily identify
2.1 Definitions: general conditions under which spill control systems can be
2.1.1 Recommended units of measure are given for each of used.
the following definitions. 4.3 Satisfactory operation of any specific spill control sys-
2.1.2 air temperature—average or point temperature of the temsmaynotextendoverthefullrangeofconditionsidentified
air measured at or near the ground or water surface, (°C). by Table 1. Detailed discussion with systems suppliers is
2.1.3 current—averagewatervelocityrelativetoareference recommended.
point, (m/s). 4.4 Effective operation of oil spill control equipment de-
2.1.4 debris—any solid or semi-solid substance that could pends on many factors, of which the prevailing environmental
interfere with the operation of a spill control system. conditions are just a few. Factors such as, but not limited to,
2.1.5 water depth—mean vertical distance measured from deployment techniques, level of training, personnel perfor-
the surface of the water to the top of the continuous solid mance, and mechanical reliability can also affect equipment
surface below at mean lower low water, (m). performance.
2.1.6 water temperature—average or point temperature of a
5. Use of Table
water body as measured within the top 300 mm (12 in.), (°C).
2.1.7 wave height—(significant wave height) the average 5.1 Wave height is recognized as
...

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1.1 This guide covers the use of in-situ burning to assist in the control of oil spills on water. This guide is not applicable to in-situ burning of oil on land or the disposal of oil or oiled debris in incinerators.  
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1.4 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
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4.1 The process of operating any engineered system, such as monitoring wells, includes active maintenance to prevent, mitigate, or reverse deterioration. Lack of or improper maintenance can lead to well performance deficiencies (physical problems) or sample quality degradation (chemical problems). These problems are intrinsic to monitoring wells, which are often left idle for long periods of time (as long as a year), installed in non-aquifer materials, and installed to evaluate contamination that can cause locally anomalous hydrogeochemical conditions. The typical solutions for these physical and chemical problems that would be applied by owners and operators of water supply, dewatering, recharge, and other wells may not be appropriate for monitoring wells because of the need to minimize their impact on the conditions that monitoring wells were installed to evaluate.  
4.2 This guide covers actions and procedures, but is not an encyclopedic guide to well maintenance. Well maintenance planning and execution is highly site and well specific.  
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4.4 For additional information see Test Methods D4412, D5472/D5472M, D7726 and Guides D4448, D5254/D5254M, D5521/D5521M, D5409/D5409M, D5410 and D5474.
Note 1: The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D3740 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D3740 does not in itself assure reliable results. Reliable results...
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1.1 This guide covers an approach to selecting and implementing a well maintenance and rehabilitation program for groundwater monitoring wells. It provides information on symptoms of problems or deficiencies that indicate the need for maintenance and rehabilitation. It is limited to monitoring wells, that are designed and operated to provide access to, representative water samples from, and information about the hydraulic properties of the saturated subsurface while minimizing impact on the monitored zone. Some methods described herein may apply to other types of wells although the range of maintenance and rehabilitation treatment methods suitable for monitoring wells is more restricted than for other types of wells. Monitoring wells include their associated pumps and surface equipment.  
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1.3 Units—The values stated in either inch-pound units or SI units presented in brackets are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
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SCOPE
1.1 This practice covers the criteria for the laboratory verification of Hydrodynamic Separators (HDS) as it relates to the removal of suspended solids in stormwater runoff.  
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1.3 This practice provides guidelines for independent regulatory entities, collectively referred to as Authority Having Jurisdictions (AHJs), to streamline data requirements for the certification of HDS devices within their jurisdiction. For any given AHJ, additional criteria may also apply.  
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