ASTM E2727-2010e1 Standard Practice for Assessment of Rainwater Quality《雨水质量评估的标准实施规程》.pdf

上传人:confusegate185 文档编号:531772 上传时间:2018-12-05 格式:PDF 页数:7 大小:90.52KB
下载 相关 举报
ASTM E2727-2010e1 Standard Practice for Assessment of Rainwater Quality《雨水质量评估的标准实施规程》.pdf_第1页
第1页 / 共7页
ASTM E2727-2010e1 Standard Practice for Assessment of Rainwater Quality《雨水质量评估的标准实施规程》.pdf_第2页
第2页 / 共7页
ASTM E2727-2010e1 Standard Practice for Assessment of Rainwater Quality《雨水质量评估的标准实施规程》.pdf_第3页
第3页 / 共7页
ASTM E2727-2010e1 Standard Practice for Assessment of Rainwater Quality《雨水质量评估的标准实施规程》.pdf_第4页
第4页 / 共7页
ASTM E2727-2010e1 Standard Practice for Assessment of Rainwater Quality《雨水质量评估的标准实施规程》.pdf_第5页
第5页 / 共7页
亲,该文档总共7页,到这儿已超出免费预览范围,如果喜欢就下载吧!
资源描述

1、Designation: E2727 101Standard Practice forAssessment of Rainwater Quality1This standard is issued under the fixed designation E2727; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parenthese

2、s indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTETable X1.1 alignment was editorially corrected in October 2014.1. Scope1.1 This practice provides a methodology for assessingrainwater quality.1.1.1 This practice

3、 identifies a set of research and reportingrequirements that will permit the intended user to assess therainwater quality of a particular site.1.1.2 This practice characterizes rainwater quality in gen-eral and identifies site conditions that may affect rainwaterquality. Where site conditions affect

4、ing rainwater exist, addi-tional assessment techniques may be required.1.1.3 Objectives guiding the development of this practiceare (1) to synthesize and put in writing good commercial andcustomary practice for rainwater quality assessment; (2)tofacilitate high quality, standardized water stewardshi

5、p proto-cols; and (3) to clarify a standard of due diligence that ispractical and reasonable.1.2 This practice does not establish design requirements forrainwater harvesting systems. However, it may provide infor-mation in support of decisions relative to design and imple-mentation of rainwater harv

6、esting projects.1.3 This practice does not identify use(s) of rainwater,commercial or otherwise. However, it may provide informationin support of decisions relative to evaluation of propertyconditions and development options.1.4 This practice offers a set of instructions for performingone or more sp

7、ecific operations. This document cannot replaceeducation or experience and should be used in conjunction withprofessional judgment.1.4.1 Water laws vary among governing jurisdictions. It isthe responsibility of the user of this practice to determineregulatory requirements applicable to rainwater qua

8、lity assess-ment and potential use(s).1.5 The values stated in SI units are to be regarded asstandard. The values given in parentheses are mathematicalconversions to inch-pound units that are provided for informa-tion only and are not considered standard.1.6 This standard does not purport to address

9、 all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2E1527 Practice fo

10、r Environmental Site Assessments: Phase IEnvironmental Site Assessment ProcessE1528 Practice for Limited Environmental Due Diligence:Transaction Screen ProcessE2114 Terminology for Sustainability Relative to the Perfor-mance of BuildingsE2635 Practice for Water Conservation in BuildingsThrough In-Si

11、tu Water Reclamation2.2 EPA Documents:3CERCLA Comprehensive Environmental Response, Com-pensation and Liability Act, commonly known as Super-fund3. Terminology3.1 Definitions:3.1.1 For terms related to sustainability relative to theperformance of buildings, refer to Terminology E2114.3.2 Definitions

12、 of Terms Specific to This Standard:3.2.1 adjacent site, nany property or properties the borderof which is contiguous or partially contiguous with that of theproperty, or that would be contiguous or partially contiguouswith that of the property but for a street, road, publicthoroughfare, or other ph

13、ysical barrier separating them.1This practice is under the jurisdiction of ASTM Committee E60 on Sustain-ability and is the direct responsibility of Subcommittee E60.01 on Buildings andConstruction.Current edition approved July 1, 2010. Published October 2010. DOI:10.1520/E2727-10E01.2For referenced

14、 ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from United States Environmental Protection Agency (EPA), ArielRi

15、os Bldg., 1200 Pennsylvania Ave., NW, Washington, DC 20460, http:/www.epa.gov.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.2.2 brownfield site, nreal property, the expansion,redevelopment, or reuse of whichmay be complicated by t

16、hepresence or potential presence of a hazardous substance,pollutant, orcontaminant.3.2.2.1 DiscussionThe term “brownfield site“ does notinclude a site described in Comprehensive EnvironmentalResponse, Compensation, and Liability Act (CERCLA), com-monly known as Superfund, Section 101(39)(B), even th

17、oughthis language tracks the definition of “brownfield site“ inCERCLA Section 101(39)(A) and (B).3.2.3 building department records, nthose records of thelocal government in which the property is located indicatingpermission of the local government to construct, alter, ordemolish improvements on the

18、property.3.2.4 catchment area, nsurface, including hard roofs,from which rainwater may be collected.3.2.5 first flush filter, ndevice that automatically divertsthe first flow of rainwater collected from the catchment area.3.2.5.1 DiscussionA first flush filter device usually con-tains a temporary st

19、orage of 50100 L (13.2126.42 gal) (al-though size is determined by specific design objectives of therainwater harvesting system) and a simple valve unit consistingof a ball and seat. The initial rainfall fills the storage and floatsthe ball until it rises up to the seat, blocking the opening to thes

20、torage.3.2.6 intended user, nindividual or organization identifiedby the entity assessing rainwater quality as being the one whorelies on that information to make decisions.3.2.6.1 DiscussionThe intended user could be the client,the responsible party, program administrators, regulators, thefinancial

21、 community or other affected stakeholders, such aslocal communities, governmental agencies, or non-governmental organizations.3.2.7 nonpotable water, nwater that has not been treatedfor human consumption in conformance with applicable drink-ing water quality regulations.3.2.8 other contaminated site

22、, na facility that is describedin Comprehensive Environmental Response, Compensation,and Liability Act (CERCLA), commonly known as Superfund,Section 101(39)(B).3.2.8.1 DiscussionA facility that is listed on the NationalPriorities List4or is proposed for listing would be an exampleof a contaminated s

23、ite.3.2.9 potable water, nwater that does not endanger thelives or health of human beings and that conforms to applicableregulations for drinking water quality.3.2.10 rainwater harvesting, vcollecting rainwater from acatchment area and storing it for future use.3.2.11 recognized environmental condit

24、ion, nthe presenceor likely presence of any hazardous substances or petroleumproducts that may affect the catchment area.3.2.11.1 DiscussionThe term includes hazardous sub-stances or petroleum products even under conditions in com-pliance with laws. The term is not intended to include deminimis cond

25、itions that generally do not present a threat tohuman health or the environment and that generally would notbe the subject of an enforcement action if brought to theattention of appropriate governmental agencies. Conditionsdetermined to be de minimis are not recognized environmentalconditions.4. Sig

26、nificance and Use4.1 As the worlds population increases, so does the needfor water to meet various needs. Rainwater harvesting offers aviable, sustainable approach to satisfying various water needs.4.1.1 Rainwater harvesting may be the only source of watersupply for many rural and remote households

27、where no otherwater supply is available. In urban and suburban locations,rainwater harvesting may help public water systems reducepeak demands and help delay the need for expanding watertreatment plants.4.1.2 Rainwater harvesting can reduce storm water runoff,nonpoint source pollution, and erosion i

28、n urban environments.4.1.3 Rainwater harvesting provides for redundancies anddiversified systems that decrease security issues associatedwith centralized facilities.4.2 An assessment of rainwater quality is necessary fordetermination of appropriate uses for water collected andstored in rainwater har

29、vesting systems. This practice identifiesa set of research and reporting requirements that will permit theintended user to assess the rainwater quality of a particular site.5. Baseline Characterization of Rain Water Quality5.1 Assumptions:5.1.1 The following assumptions are utilized in delineatingba

30、seline rain water quality.5.1.1.1 Rainwater is considered uncontaminated until it fallson a surface.5.1.1.2 Proper maintenance is provided for the rainwaterharvesting system in accordance with recommendations of thesystem manufacturer.5.1.1.3 Rainwater that is collected (that is, harvested rain-wate

31、r) through a leaf/debris screen of minimum 8 mm(0.32 in.) and an insect screen of minimum 1 mm (0.039 in.)stainless steel mesh, after a first flush filter, and does not haveunique site considerations as identified in Section 6 shall beassumed to have the baseline quality characteristics listedherein

32、.5.2 Baseline Quality Characteristics:5.2.1 pH 6.0 7.0.5.2.2 Biochemical Oxygen Demand (BOD) 10 mg L(0.00035 oz 0.26 gal).5.2.3 Nephelometric Turbidity Unit (NTU) 2.5.2.4 Fecal ColiformNo detectable fecal coli/100 mL(0.027 gal).5.2.5 SodiumNo detectable sodium/100 mL (0.027 gal).5.2.6 ChlorineNo det

33、ectable chlorine/100 mL(0.027 gal).5.2.7 EnterovirusesNo detectable entereoviruses/100 mL(0.027 gal).4The National Priorities List (NPL) is a list compiled by EPA pursuant toCERCLA 42 U.S.C. 9605(a)(8)(B) of properties with the highest priority forcleanup pursuant to EPAs Hazard Ranking System. (See

34、 40 C.F.R. Part 300.)E2727 10126. Unique Site Considerations Review Process6.1 The contents of rainwater may vary by geographicalregion and by unique site considerations. Water can collect andtransport particulates and debris. Water can function as asolvent, absorbing contaminants and minerals. Thus

35、, baselinerainwater quality may be affected by the surfaces and sub-stances with which it comes in contact.6.2 Review of the site considerations listed in Table 1 isintended to identify recognized environmental conditions.Recognized environmental conditions will affect water qualityand may limit use

36、 of rainwater in potable water applications ornon-potable water applications, or both.6.2.1 Accuracy and CompletenessAccuracy and com-pleteness of record information varies among informationsources, including governmental sources. Record informationis often inaccurate or incomplete. The entity provi

37、ding anassessment is not obligated to identify mistakes or insufficien-cies in information provided, but shall make a reasonable effortto identify mistakes or insufficiencies that are suspected or maybe determined during review of site considerations.6.2.2 Reasonably Ascertainable/Standard SourcesAv

38、ailability of record information varies by source, includinggovernmental jurisdictions. The entity providing an assessmentis not obligated to identify, obtain, or review every possiblerecord that might exist with respect to a property. Instead, thispractice identifies record information that shall b

39、e reviewedfrom standard sources, and such that is reasonably ascertain-able from those standard sources. Record information that isreasonably ascertainable means (1) information that is publiclyavailable, (2) information that is obtainable from its sourcewithin reasonable time and cost constraints,

40、and (3) informa-tion that is practically reviewable.6.2.3 Publicly AvailableInformation that is publicly avail-able means that the source of the information allows access tothe information by anyone upon request.6.2.4 Reasonable Time and CostInformation that is ob-tainable within reasonable time and

41、 cost constraints means thatthe information will be provided by the source within 20calendar days of receiving a written, telephone, or in personrequest at no more than a nominal cost intended to cover thesources cost of retrieving and duplicating the information.Information that can only be reviewe

42、d by a visit to the sourceis reasonably ascertainable if the visit is permitted by thesource within 20 days of request.TABLE 1 Site Consideration Review QuestionsQuestionConclusion Sources Supporting ConclusionNo Yes Observation Documents InterviewsIs the catchment in an urban environment?Is the cat

43、chment within 500 m (1640 ft) of a busy road or highway?Is the catchment within 500 m (1640 ft) of an agricultural property thatis not fully organic?Is the catchment within 500 m (1640 ft) of an industrial facility?Is the catchment within 500 m (1640 ft) of a fueling station?Is the catchment within

44、500 m (1640 ft) of a railroad or 1 km (0.62 mi)of a rail yard?Is the catchment within 1 km (0.62 mi) of an airport?Is the catchment within 500 m (1640 ft) of a brownfield or othercontaminated property?Has an environmental Site Assessment conducted in accordance withPractice E1527 or Practice E1528,

45、or both, reported a recognized en-vironmental condition within 500 m (1640 ft) of the catchment area?Is there evidence of recognized environmental conditions within 500 m(1640 ft) of the catchment area?Is the catchment area within 10 km (6.2 mi) of coastal waters?Are there any other unique site cond

46、itions, including recent events andtemporary conditions, that indicate potential to contaminate the catch-ment area?E2727 10136.3 Table 1 lists review questions for the site.Answers to thequestions should be obtained from the following sources:6.3.1 Physical ObservationReview site, including catch-m

47、ent area, and adjacent sites.6.3.2 Document Research:6.3.2.1 InfrastructureReview water and wastewater infra-structure serving the site. Documents may include site plansand utility records.6.3.2.2 ContextReview context of site, including catch-ment area. Documents may include maps, aerial photograph

48、s,zoning plans, and National Atmospheric DepositionProgramNational Trends Network (NADP/NTN) data.NOTE 1The U.S. Geological Survey (USGS) is the lead federalagency for the monitoring of wet atmospheric deposition (chemicalconstituents deposited from the atmosphere via rain, sleet, and snow) inthe Un

49、ited States. The USGS atmospheric deposition program provides:(1 ) Participation and leadership in the NADP/NTN;5and(2) Scientific research and assessment to evaluate the effects ofatmospheric deposition on aquatic and terrestrial ecosystems.The NADP monitors wet atmospheric deposition at over 250 NTN sitesthroughout the United States. The USGS supports 74 of the roughly 250active NADP/NTN sites. A fundamental NADP program objective is toprovide scientific investigators world-wide with a long-term, high-qualitydatabase of atmosph

展开阅读全文
相关资源
猜你喜欢
  • ASD-STAN PREN 3435-1993 Aerospace Series Nuts Anchor Self-Locking Floating Two Lug Reduced Series with Counterbore in Heat Resisting Steel MoS2 Lubricated Classification 1 100 MPa .pdf ASD-STAN PREN 3435-1993 Aerospace Series Nuts Anchor Self-Locking Floating Two Lug Reduced Series with Counterbore in Heat Resisting Steel MoS2 Lubricated Classification 1 100 MPa .pdf
  • ASD-STAN PREN 3436-1994 Aerospace Series Lead-Acid Batteries for Aircraft of Format A Type Product Standard (Edition P 1)《航空航天系列 航空器用A型规格的铅酸电池产品标准 第P1版》.pdf ASD-STAN PREN 3436-1994 Aerospace Series Lead-Acid Batteries for Aircraft of Format A Type Product Standard (Edition P 1)《航空航天系列 航空器用A型规格的铅酸电池产品标准 第P1版》.pdf
  • ASD-STAN PREN 3437-1994 Aerospace Series Lead-Acid Batteries for Aircraft of Format B Type Product Standard (Edition P 1)《航空航天系列 航空器用B型规格的铅酸电池产品标准 第P1版》.pdf ASD-STAN PREN 3437-1994 Aerospace Series Lead-Acid Batteries for Aircraft of Format B Type Product Standard (Edition P 1)《航空航天系列 航空器用B型规格的铅酸电池产品标准 第P1版》.pdf
  • ASD-STAN PREN 3438-1994 Aerospace Series Lead-Acid Batteries for Aircraft of Format C Type Product Standard (Edition P 1)《航空航天系列 航空器用C型规格的铅酸电池产品标准 第P1版》.pdf ASD-STAN PREN 3438-1994 Aerospace Series Lead-Acid Batteries for Aircraft of Format C Type Product Standard (Edition P 1)《航空航天系列 航空器用C型规格的铅酸电池产品标准 第P1版》.pdf
  • ASD-STAN PREN 3439-1994 Aerospace Series Lead-Acid Batteries for Aircraft of Format D Type Product Standard (Edition P 1)《航空航天系列 航空器用D型规格的铅酸D产品标准 第P1版》.pdf ASD-STAN PREN 3439-1994 Aerospace Series Lead-Acid Batteries for Aircraft of Format D Type Product Standard (Edition P 1)《航空航天系列 航空器用D型规格的铅酸D产品标准 第P1版》.pdf
  • ASD-STAN PREN 3441-1993 Aerospace Series Titanium TI-P99001 Annealed Sheet and Strip Hot Rolled a Less Than or Equal to 6 mm 290 MPa Less Than or Equal to Rm Less Than or Equal to .pdf ASD-STAN PREN 3441-1993 Aerospace Series Titanium TI-P99001 Annealed Sheet and Strip Hot Rolled a Less Than or Equal to 6 mm 290 MPa Less Than or Equal to Rm Less Than or Equal to .pdf
  • ASD-STAN PREN 3442-1993 Aerospace Series Titanium TI-P99002 Annealed Sheet and Strip Hot Rolled a Less Than or Equal to 6 mm 390 MPa Less Than or Equal to Rm Less Than or Equal to .pdf ASD-STAN PREN 3442-1993 Aerospace Series Titanium TI-P99002 Annealed Sheet and Strip Hot Rolled a Less Than or Equal to 6 mm 390 MPa Less Than or Equal to Rm Less Than or Equal to .pdf
  • ASD-STAN PREN 3443-1993 Aerospace Series Titanium TI-P99003 Annealed Sheet and Strip Hot Rolled a Less Than or Equal to 6 mm 570 MPa Less Than or Equal to Rm Less Than or Equal to .pdf ASD-STAN PREN 3443-1993 Aerospace Series Titanium TI-P99003 Annealed Sheet and Strip Hot Rolled a Less Than or Equal to 6 mm 570 MPa Less Than or Equal to Rm Less Than or Equal to .pdf
  • ASD-STAN PREN 3444-1996 Aerospace Series Bolts Large Bihexagonal Head Close Tolerance Normal Shank Medium Length Thread in Heat Resisting Nickel Base Alloy Passivated Classificatio.pdf ASD-STAN PREN 3444-1996 Aerospace Series Bolts Large Bihexagonal Head Close Tolerance Normal Shank Medium Length Thread in Heat Resisting Nickel Base Alloy Passivated Classificatio.pdf
  • 相关搜索

    当前位置:首页 > 标准规范 > 国际标准 > ASTM

    copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
    备案/许可证编号:苏ICP备17064731号-1