Standard Specification for Corrugated High Density Polyethylene (HDPE) Water Quality Units

SCOPE
1.1 This specification covers materials, structural design, physical dimensions and manufacturing requirements for monolithic or sectional corrugated high density polyethylene (HDPE) water quality units with volumes greater than or equal to 140 ft3 or 1,050 gal (4,000 L).  
1.2 The corrugated HDPE water quality units are placed as offline or inline treatment devices along storm drain pipe lines to remove total suspended solids (TSS), heavy metals and phosphorous. Typical sources of pollutants include construction activity, automotive transportation related wear and debris items, refuse, landscaping debris, agricultural activities, and other similar by-products.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.4 This specification covers horizontally laid corrugated HDPE water quality units as illustrated in Fig. 1.
1.5 The following safety hazard caveat pertains only to the test methods portion, Section 9, of this specification. 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.

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Status
Historical
Publication Date
31-Oct-2011
Technical Committee
Drafting Committee
Current Stage
Ref Project

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:F2737 −11 An American National Standard
Standard Specification for
Corrugated High Density Polyethylene (HDPE) Water Quality
1
Units
This standard is issued under the fixed designation F2737; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope D3212 Specification for Joints for Drain and Sewer Plastic
Pipes Using Flexible Elastomeric Seals
1.1 This specification covers materials, structural design,
D3350 Specification for Polyethylene Plastics Pipe and Fit-
physical dimensions and manufacturing requirements for
tings Materials
monolithic or sectional corrugated high density polyethylene
F412 Terminology Relating to Plastic Piping Systems
(HDPE) water quality units with volumes greater than or equal
3 F477 Specification for Elastomeric Seals (Gaskets) for Join-
to 86 ft or 640 gal (2,400 L).
ing Plastic Pipe
1.2 The corrugated HDPE water quality units are placed as
F714 Specification for Polyethylene (PE) Plastic Pipe (DR-
offline or inline treatment devices along storm drain pipe lines
PR) Based on Outside Diameter
to remove total suspended solids (TSS), heavy metals and
F2306/F2306M Specification for 12 to 60 in. [300 to 1500
phosphorous. Typical sources of pollutants include construc-
mm] Annular Corrugated Profile-Wall Polyethylene (PE)
tion activity, automotive transportation related wear and debris
Pipe and Fittings for Gravity-Flow Storm Sewer and
items, refuse, landscaping debris, agricultural activities, and
Subsurface Drainage Applications
other similar by-products.
3
2.2 Plastic Pipe Institute:
1.3 The values stated in inch-pound units are to be regarded
PPI TR-4 PPI Listing of Hydrostatic Design Basis (HDB),
as standard. The values given in parentheses are mathematical
Pressure Design Basis (PDB), and Minimum Required
conversions to SI units that are provided for information only
Strength (MRS) Ratings for Thermoplastic Plastic Pipes
and are not considered standard.
4
2.3 AASHTO Standard
1.4 This specification covers horizontally laid corrugated
LDFD Bridge Design Specifications
HDPE water quality units as illustrated in Fig. 1.
1.5 The following safety hazard caveat pertains only to the
3. Terminology
test methods portion, Section 9, of this specification. This
3.1 For definitions of terms relating to plastics, see Termi-
standard does not purport to address all of the safety concerns,
nology F412 and abbreviations are in accordance with Termi-
if any, associated with its use. It is the responsibility of the user
nology D1600, unless otherwise specified.
of this standard to establish appropriate safety and health
3.2 Definitions of Terms Specific to This Standard:
practices and determine the applicability of regulatory limita-
tions prior to use. 3.2.1 access opening, n—a hole in the top or crown of the
water quality unit for access to the interior for inspection,
2. Referenced Documents
cleaning and removing of sediment, hydrocarbons, floating
2
debris, and pollutants without personnel entry.
2.1 ASTM Standards:
D1600 Terminology forAbbreviatedTerms Relating to Plas-
3.2.2 bypass, n—an optional external piping intended to
tics
convey storm flow in excess of the treatment flow rate beyond
the water quality unit.
3.2.3 Compartment, n—aseparateanddistinctsectionofthe
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
water quality unit designated for specific contaminant removal.
Piping Systems and is the direct responsibility of Subcommittee F17.26 on Olefin
Based Pipe.
Current edition approved Nov. 1, 2011. Published December 2011. Originally
approved in 2010. Last previous edition approved in 2010 as F2737–10A.
3
DOI:10.1520/F2737–11. Available from Plastics Pipe Institute (PPI), 105 Decker Court, Suite 825,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Irving, TX 75062, http://www.plasticpipe.org.
4
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Available from American Association of State Highway and Transportation
Standards volume information, refer to the standard’s Document Summary page on Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
the ASTM website. http://www.transportation.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
F2737−11
HDPE water quality units contain three (3) chambers. A side inlet may be used in lieu of the end inlet and flow diverter when a full height longitudinal partition is
constructed in the sediment chamber compartmen
...

This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
An American National Standard
Designation:F2737–10a Designation: F2737 – 11
Standard Specification for
Corrugated High Density Polyethylene (HDPE) Water Quality
1
Units
This standard is issued under the fixed designation F2737; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This specification covers materials, structural design, physical dimensions and manufacturing requirements for monolithic
3
or sectional corrugated high density polyethylene (HDPE) water quality units with volumes greater than or equal to 14086 ft or
1,050 gal (4,000 L). or 640 gal (2,400 L).
1.2 The corrugated HDPE water quality units are placed as offline or inline treatment devices along storm drain pipe lines to
remove total suspended solids (TSS), heavy metals and phosphorous. Typical sources of pollutants include construction activity,
automotive transportation related wear and debris items, refuse, landscaping debris, agricultural activities, and other similar
by-products.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
1.4 This specification covers horizontally laid corrugated HDPE water quality units as illustrated in Fig. 1.
1.5 The following safety hazard caveat pertains only to the test methods portion, Section 9, of this specification. 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.
2. Referenced Documents
2
2.1 ASTM Standards:
D1600 Terminology for Abbreviated Terms Relating to Plastics
D3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals
D3350 Specification for Polyethylene Plastics Pipe and Fittings Materials
F412 Terminology Relating to Plastic Piping Systems
F477 Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe
F714 Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter
F2306/F2306M Specification for 12 to 60 in. [300 to 1500 mm] Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and
Fittings for Gravity-Flow Storm Sewer and Subsurface Drainage Applications
3
2.2 Plastic Pipe Institute:
PPI TR-4 PPI Listing of Hydrostatic Design Basis (HDB), Pressure Design Basis (PDB), and Minimum Required Strength
(MRS) Ratings for Thermoplastic Plastic Pipes
4
2.3 AASHTO Standard
LDFD Bridge Design Specifications
3. Terminology
3.1 For definitions of terms relating to plastics, see Terminology F412 and abbreviations are in accordance with Terminology
D1600, unless otherwise specified.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 access opening, n—a hole in the top or crown of the water quality unit for access to the interior for inspection, cleaning
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.26 on Olefin Based
Pipe.
Current edition approved Dec.Nov. 1, 2010.2011. Published JanuaryDecember 2011. Originally approved in 2010. Last previous edition approved in 2010 as F2737–10A.
DOI:10.1520/F2737–10A1.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from Plastics Pipe Institute (PPI), 105 Decker Court, Suite 825, Irving, TX 75062, http://www.plasticpipe.org.
4
Available from American Association of State Highway and Transportation Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
http://www.transportation.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
F2737 – 11
HDPE water quality units contain three (3) chambers. A side inlet may be used in lieu of the end inlet and flow diverter when a full height longitudinal partition is
constructed in the sediment chamber compartment to extend the par
...

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