N.J. Admin. Code § 5:21-8.1

Current through Register Vol. 56, No. 24, December 18, 2024
Section 5:21-8.1 - Referenced standards
(a) The following is a list of the standards referenced in this chapter. The standards are listed by the promulgating agency of the standard, the standard identification, the edition of the standard, the title of the standard, and the section(s) of this code that reference(s) the standard. The standards listed in this chapter are not adopted or to be used in their entirety unless the rules specifically so state. The use of the standards included in this chapter is limited to those specific areas of the standard for which this chapter directs the user to the standard. Designers and reviewers may agree to use more recent editions.
1. American Association of State Highway and Transportation Officials (AASHTO), Suite 249, 444 North Capitol Street, N.W., Washington, D.C. 20001. Tel. (202) 624-5800 or (800) 231-3475.

Standard referenceTitleReferenced in
numberN.J.A.C. section
number
M33-93Standard Specification for PreformedFigure 4.1
Expansion Joint Filler for Concrete(Concrete Vertical Curb)
(Bituminous Type)
M43-88Standard Specification for Sizes ofFigure 6.1
Aggregate for Road and Bridge
Construction5:21-6.2(c)6v(4)
M114-91Building Brick (Solid Masonry Units5:21-6.2(c)11vii(1)
Made from Clay or Shale)
M213-92Standard Specification for Preformed Expansion Joint Fillers for ConcreteFigure 4.1
Paving and Structural Construction(Concrete Vertical Curb)
(Nonextruding and Resilient Bituminous Types)
M252-07Standard Specification for Corrugated5:21-7.3(h)3
Drainage Pipe
M294-07Standard Specification for Corrugated5:21-7.3(h)3
Polyethylene Pipe, 300- to 1500-mm
Diameter
T99-94Standard Method of Test for the5:21-7.3(d)3
Moisture-Density Relations of Soils
Using a 5.5-lb. (2.5 kg) Rammer and a
12-in. (305 mm) Drop5:21-7.3(d)4
2001 EditionA Policy on Geometric Design of5:21-4.19(b)6
Highways and Streets
5:21-4.20(a)
5:21-4.20(b)
1999 EditionAASHTO Guide for the Development of5:21-4.2(e)
Bicycle Facilities
Table 4.3
5:21-4.18(b)
1993 EditionGuide for Design of PavementFigure 4.2
Structures
Figure 4.3
Figure 4.4
Figure 4.5
Table 4.9

2. American Concrete Pipe Association, Suite 105, 8618 Westwood Center Drive, Vienna, Virginia 22182. Tel. (703) 821-1990. Concrete Pipe Association of New Jersey, Post Office Box 1013, Dover, New Jersey 07802-1013. Tel. (201) 328-8723.

Standard referenceTitleReferenced in
numberN.J.A.C. section
number
Minimum CoverPublished in Concrete PipeTable 7.4
(Minimum Depth ofAssociation of New Jersey Newsletter,
Coverage over"The Pipeline," September/October 1985;
Concrete Pipe)table derived from information provided
by the American Concrete Pipe
Association

3. American Society for Testing and Materials (ASTM), 100 Barr Harbor, West Conshohocken, Pennsylvania 19428. Tel. (610) 832-9500.

Standard referenceTitleReferenced in
N.J.A.C. section
numbernumber
A48-92Standard Specification for Gray Iron5:21-6.2(c)11v
Castings
5:21-7.4(f)
A536-84Standard Specification for Ductile5:21-6.2(c)11v
Iron Castings
C33-93Standard Specification for ConcreteFigure 6.1
Aggregates
5:21-6.2(c)6v(4)
C76-90Standard Specification for Reinforced5:21-6.2(c)6i
Concrete Culvert, Storm Drain, and Sewer
Pipe
5:21-7.3(d)1i
C150-92Standard Specification for Portland5:21-6.2(c)11vii(2)
Cement
C443-85a (1990)Standard Specification for Joints for5:21-6.2(c)11iv
Circular Concrete Sewer and Culvert
Pipe, Using Rubber Gaskets
5:21-7.3(d)1iii
C478-90bStandard Specification for Precast5:21-6.2(c)11iv
Reinforced Concrete Manhole Sections
5:21-7.4(d)
C507-90Standard Specification for Reinforced5:21-7.3(d)1ii
Concrete Elliptical Culvert, Storm
Drain, and Sewer Pipe
C700-91Standard Specification for Vitrified5:21-6.2(c)6iv
Clay Pipe, Extra Strength, Standard
Strength, and Perforated
C877-91Standard Specification for External5:21-7.3(d)1iv
Sealing Bands for Noncircular Concrete
Sewer, Storm Drain, and Culvert Pipe
C923-89Standard Specification for Resilient5:21-6.2(c)11vi
Connectors between Reinforced Concrete
Manhole Structures, Pipes, and Laterals
5:21-7.4(d)
D448-86Standard Classification for Sizes ofFigure 6.1
Aggregate for Road and Bridge
Construction5:21-6.2(c)6v(4)
D1784-90Standard Specification for Rigid5:21-6.2(c)6ii(1)
Poly(Vinyl Chloride) (PVC) Compounds and
Chlorinated Poly(Vinyl Chloride) (CPVC)
Compounds
D1785-91Standard Specification for Poly(Vinyl5:21-6.2(c)8
Chloride) (PVC) Plastic Pipe, SchedulesTable 7.6
40, 80, and 120
D2241-89Standard Specification for Poly(Vinyl5:21-6.2(c)8
Chloride) (PVC) Pressure Rated Pipe (SDRTable 7.6
Series)
D2321-09Standard Practice for Underground5:21-6.2(c)6ii(2)
Installation of Thermoplastic Pipe for5:21-6.2(c)6ii(4)
Sewers and Other Gravity-Flow5:21-6.2(c)6ii(5)
Applications5:21-6.2(c)6v(3)
5:21-7.3(h)3
5:21-7.3(h)4
D2412-10Standard Test Method for5:21-6.2(c)6v
Determination of External Loading
Characteristics of Plastic Pipe by
Parallel-Plate Loading
D2444-92Standard Test Method for5:21-6.2(c)6ii(2)
Determination of the Impact Resistance
of Thermoplastic Pipe and Fittings by
Means of a Tup (Falling Weight)
D3034-89Standard Specification for Type PSM5:21-6.2(c)6ii
Poly(Vinyl Chloride) (PVC) Sewer Pipe
and Fittings
D3139-89Standard Specification for Joints for5:21-5.3(j)3
Plastic Pressure Pipes Using Flexible
Elastomeric Seals
D3212-07Standard Specification for Joints for5:21-6.2(c)6ii(3)
Drain and Sewer Plastic Pipes Using
Flexible Elastomeric Seals
5:21-6.2(c)6v(2)
D3350-05Standard Specification for5:21-7.3(h)3
Polyethylene Plastics Pipe and Fittings
Materials
D4101-10Standard Specification for5:21-6.2(c)6v(1)
Polypropylene Injection and Extrusion
Materials
5:21-7.3(h)4
F477-10Standard Specification for5:21-6.2(c)6ii(3)
Elastomeric Seals (Gaskets) for Joining
Plastic Pipe
5:21-6.2(c)6v(2)
F679-89Standard Specification for Poly(Vinyl5:21-6.2(c)6ii
Chloride) (PVC) Large Diameter Plastic
Gravity Sewer Pipe and Fittings
F789-89Standard Specification for Type PS-465:21-6.2(c)6ii
and Type PS-115 Poly(Vinyl Chloride)
(PVC) Plastic Gravity Flow Sewer Pipe
and Fittings
F794-91Standard Specification for Poly(Vinyl5:21-6.2(c)6ii
Chloride) (PVC) Profile Gravity Sewer
Pipe and Fittings Based on Controlled
Inside Diameter
F949-92Standard Specification for Poly(Vinyl5:21-6.2(c)6ii
Chloride) (PVC) Corrugated Sewer Pipe
with a Smooth Interior and Fittings
F2736-10Standard Specification for 6 to 605:21-6.2(c)6v
in. (152 to 762 mm) Polypropylene (PP)
Corrugated Single Wall and Double Wall
Pipe
5:21-7.3(h)4
F2764-10Standard Specification for 30 to 605:21-6.2(c)6v
in. (750 to 1500 mm) Polypropylene (PP)
Triple Wall Pipe and Fittings for
Non-Pressure Sanitary Sewer Applications
5:21-7.3(h)4

4. American Society of Civil Engineers (ASCE), 345 East 47th Street, New York, New York 10017. Tel. (212) 705-7496 or (800) 548-2723.

StandardTitleReferenced in
reference numberN.J.A.C. section
number
ASCE Manual onGravity Sanitary Sewer Design and 5:21-6.2(a)
Engineering PracticeConstruction
No. 60 1982
5:21-6.2(c)1
5:21-6.2(c)11
WEF Manual ofDesign and Construction of Urban 5:21-7.3(e)
Practice FD-20 ASCEStormwater Management Systems
Manuals and Reports
of Engineering
Practice No. 77
(1993) (C)1992

5. American Water Works Association (AWWA), 6666 West Quincy Avenue, Denver, Colorado 80235. Tel. (303) 794-7711 or (800) 926-7337.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
ANSI/AWWAAmerican National Standard for 5:21-5.3(j)1
C104/A21.4-90Cement-Mortar Lining for Ductile-Iron Pipe
and Fittings for Water
5:21-6.2(c)6 iii
5:21-7.3(d)2
ANSI/AWWAAmerican National Standard for 5:21-5.3(j)1
C105/A21.5-93Polyethylene Encasement for Ductile-Iron
Pipe Systems
ANSI/AWWAAmerican National Standard for 5:21-5.3(j)1
C110/A21.10-93Ductile-Iron and Gray-Iron Fittings, 3 in.
through 48 in. (75 mm through 1200 mm) for
Water and Other Liquids
ANSI/AWWAAmerican National Standard for 5:21-5.3(j)1
C111/A21.11-90Rubber-Gasket Joints for Ductile-Iron
Pressure Pipe and Fittings
5:21-6.2(c)6 iii
5:21-7.3(d)2
ANSI/AWWAAmerican National Standard for Flanged 5:21-5.3(j)1
C115/A21.15-88Ductile-Iron Pipe with Threaded Flanges
5:21-6.2(c)6 iii
5:21-7.3(d)2
ANSI/AWWAAmerican National Standard for for the5:21-5.3(j)1
C150/A21.50-91Thickness Design of Ductile-Iron Pipe
5:21-7.3(d)2
ANSI/AWWAAmerican National Standard for5:21-5.3(j)1
C151/A21.51-96Ductile-Iron Pipe, Centrifugally Cast, for
Water and Other Liquids
5:21-6.2(c)6 iii
5:21-7.3(d)2
ANSI/AWWAAWWA Standard for Reinforced Concrete5:21-5.3(j)2
Pressure Pipe, Steel Cylinder Type for
Water and Other Liquids
ANSI/AWWA C301-92AWWA Standard for Prestressed Concrete5:21-5.3(j)2
Pressure Pipe, Steel-Cylinder Type, for
Water and Other Liquids
ANSI/AWWA C303-95AWWA Standard for Concrete Pressure5:21-5.3(j)2
Pipe, Bar Wrapped, Steel Cylinder Type
ANSI/AWWAAWWA Standard for Gate Valves for Water5:21-5.3(e)
and Sewerage Systems
ANSI/AWWA C303-95AWWA Standard for Concrete Pressure5:21-5.3(j)2
Pipe, Bar Wrapped, Steel Cylinder Type
ANSI/AWWA C500-86AWWA Standard for Gate Valves for Water5:21-5.3(e)
and Sewerage Systems
ANSI/AWWA C502-85AWWA Standard for Dry-Barrel Fire5:21-5.4(b)1
Hydrants
ANSI/AWWA C504-94AWWA Standard for Rubber-Seated5:21-5.3(e)
Butterfly Valves
ANSI/AWWA C509-94AWWA Standard for Resilient Seated Gate5:21-5.3(e)
Valves for Water Supply Service
ANSI/AWWA C600-93AWWA Standard for Installation of5:21-7.3(d)2
Ductile-Iron Water Mains and Their
Appurtenances
ANSI/AWWA C900-89AWWA Standard for Polyvinyl Chloride5:21-5.3(j)3
(PVC) Pressure Pipe, 4 in. through 12 in.,
for Water Distribution
ANSI/AWWA C901-88AWWA Standard for Polyethylene (PE)5:21-5.3(j)5
Pressure Pipe and Tubing, 1/2 in. through 3
in., for Water Service
ANSI/AWWA C905-88AWWA Standard for Polyvinyl Chloride5:21-5.3(j)3
(PVC) Water Transmission Pipe Nominal
Diameters 14 in. through 36 in.
C909-98Molecularly Oriented Polyvinyl Chloride5:21-5.3(j)3
(PVCO) Pressure Pipe, 4 in. through 12 in.
(100 mm through 300 mm), for Water
Distribution
5:21-6.2(c)8
ANSI/AWWA M31Manual of Water Supply5:21-5.2(e)
(C)1992 SecondPractices--Distribution System Requirements
Editionfor Fire Protection

6. Asphalt Institute, Research Park Drive, Post Office Box 14052, Lexington, Kentucky 40512-4052. Tel. (606) 288-4960.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
MS-1, 8th EditionThickness Design--Full-Depth AsphaltTable 4.7
August 1970Pavement Structures for Highways and
Streets

7. Institute of Transportation Engineers (ITE), Suite 410, 525 School Street, S.W., Washington, D.C. 20024-2729. Tel. (202) 554-8050.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
Residential Street Design and Traffic5:21-1.5(d)2
Control
Pub. No. IR-016CTrip Generation5:21-4.1(b)
7th Edition 2003
Table 4.1

8. Insurance Services Office, Inc. (ISO), 545 Washington Boulevard, Jersey City, New Jersey 07310-1686. Tel. (201) 469-2000 or (800) 888-4476.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
(C)1980 EditionFire Suppression Rating Schedule5:21-5.2(e)
6-80

9. National Fire Protection Association (NFPA), 1 Batterymarch Park, Quincy, Massachusetts 02269. Tel. (617) 770-3000.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
Standard 291-1995Fire Flow Testing and Marking of5:21-5.4(b)2
Hydrants
Standard 1963-1993Fire Hose Connections5:21-5.4(b)1

10. New Jersey Department of Agriculture, State Soil Conservation Committee, John Fitch Plaza, PO Box 330, Trenton, New Jersey 08625. Tel. (609) 292-5540.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
April 1987Standards for Soil Erosion and Sediment5:21-7.1(d)9 iii
Control in New Jersey
5:21-7.1(h)
5:21-7.2(a)
5:21-7.2(d)
5:21-7.3(b)
5:21-7.5(c)3
5:21-7.5(f)1 v
5:21-7.5(f)4 x
5:21-7.8(d)2 iii

11. New Jersey Department of Environmental Protection (NJDEP), Bureau of Revenue, Maps and Publications Sales Office, 428 East State Street, PO Box 438, Trenton, New Jersey 08625. Tel. (609) 777-1038.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
April 2004New Jersey Stormwater Best Management5:21-7.1(f)
Practices Manual
5:21-7.8(a)
5:21-7.8(e)
Revised SeptemberTechnical Manual for Land UseTable 7.2
1995Regulation Program (DEP's Bureaus of
Inland and Coastal Regulations, Stream
Encroachment Permits)
August 1995Pinelands Comprehensive Management Plan5:21-5.3(a)
(New Jersey Pinelands Commission)
5:21-6.2(a)

12. New Jersey Department of Transportation (NJDOT), PO Box 600, 1035 Parkway Avenue, Trenton, New Jersey 08625-0600. Tel. (609) 530-2000.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
2007Standard Specifications for Road and5:21-4.17(b)
Bridge Construction
Figure 4.2
Figure 4.3
Figure 4.4
Figure 4.5
Table 4.8
5:21-6.2(c)6.ii(5)
5:21-7.3(h)1 v
5:21-7.4(a)
5:21-6.2(c)6 v(4)
November 2001Roadway Design Manual5:21-7.2(c)2 ii(2)
5:21-7.2(c)3
Figure 7.1
Figure 7.2
April 1996Bicycle-Compatible Roadways and5:21-4.18(b)1
Bikeways Planning Design Guidelines
5:21-7.4(b)1

13. New Jersey Society of Municipal Engineers (NJSME), 196 West State Street, Trenton, New Jersey 08608. Tel. (609) 393-0102.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
Fourth EditionAsphalt Handbook for County andTable 4.7
April 2010Municipal Engineers
Table 4.8
Figures 4.2
through 4.5

14. Portland Cement Association, 5420 Old Orchard Road, Skokie, Illinois 60076-0726. Tel. (847) 966-6200

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
(C)1984Thickness Design for Concrete HighwayTable 4.7
and Street Pavements

15. United States Army Corps of Engineers, Water Resources Support Center, The Hydrologic Engineering Center, 609 Second Street, Davis, California 95616. Tel. (916) 756-1104.

Standard ReferenceTitleReferenced
numberin N.J.A.C.
section number
<+> Version 2.2,HEC-HMS Hydrologic Modeling System5:21-7.2(c)1 v
May 2003
5:21-7.2(d)

< + > Documents obtainable from the National Technical Information Service, Springfield, Virginia 22161. Tel. (703) 605-6000 or (800) 553-6847.

16. United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS), Post Office Box 2890, Washington, D.C. 20013. Tel. (202) 205-0026. Documents can be downloaded from the following Internet address: http://www.info.usda.gov/CED/Default.cfm?xSbj=ALL&xAud=24.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
April 2002National Engineering Handbook, Part 6305:21-7.2(c)4)
5:21-7.8(d)4 vii(2
Technical ReleaseComputer Program for Project5:21-7.2(c)1 iv
No. 20 PB83-223768Formulation--Hydrology
May 1982
5:21-7.2(d)
Technical ReleaseUrban Hydrology for Small Watersheds5:21-7.2(a)
No. 55 PB87-101580/AS
2nd Edition June 1986
5:21-7.2(c)1 iii
5:21-7.2(c)3
5:21-7.2(c)7
5:21-7.2(d)
5:21-7.2(e)
Technical ReleaseGuide for Design and Layout of5:21-7.8(d)4 ii(5)
No. 56 PB85-239622Vegetative Wave Protection for Earth Dam
December 1974Embankments
Technical ReleaseRiprap for Slope Protection Against5:21-7.8(d)4 ii(5)
No. 69 PB85-245165Wave Action
February 1983
PB96-111570 JuneEngineering Field Handbook Chapter5:21-7.2(c)4
1, 19902--Estimating Runoff and Peak Discharges
(corrected version)
PB85-175164/LTEngineering Field Handbook Chapter 6--5:21-7.8(d)4 vii(2)
July 1, 1984 PB 243Structures National Engineering Handbook
644/AS PB 243 645/LTSection 5 Hydraulics Section 11-- Drop
PB 279 759/LTSpillways Section 14--Chute Spillways
5:21-7.2(c)4
5:21-7.8(d)4 vii(2)
New JerseyEngineering Field Handbook Supplement -5:21-7.2(c)1 vi
Bulletin No.Dimensionless (Delmarva) Unit Hyrdograph
NJ210-3-1 September
8, 2003
New JerseyEngineering Field Handbook Supplement -5:21-7.2(c)1 vi
Bulletin No.Rainfall Frequency Data
NJ210-4-1 September
8, 2004

17. United States Department of Commerce (USDOC), Bureau of the Census, Washington, D.C. 20233. Tel. (202) 482-2000.

Standard referenceTitleReferenced
numberin N.J.A.C.
section number
1975-1980 (DataPublic Use File--New JerseyTable 4.4
tabulated by Rutgners
University)
Table 5.1

18. United States Department of Transportation (USDOT), Federal Highway Administration (FHWA), 820 First Street, S.E., Washington, D.C. 20002. Tel. (301) 322-4961.

Standard ReferenceTitleReferenced
numberin N.J.A.C.
section number
<+> HydraulicDesign of Stable Channels with Flexible5:21-7.8(d)2 iii
Engineering CircularLinings
No. 15 Report No.
FHWA- EPD-86-111
PB86-184835 October
1975
<+> Report No.Design of Urban Highway Drainage, TheTable 3
FHWA-TS-79-225State of the Art
PB83-259903 August
1979
<+>Second EditionHEC-22 Urban Drainage Design Manual5:21-7.2(c)2 ii(1)
FHWA- NHI-01-021
August 2001
<+> HydraulicHydraulic Design of Highway Culverts5:21-7.3(d)
Design Series No. 5
Report No.
FHWA-IP-85-15
PB86-196961 September
1985
<++>1988 EditionManual on Uniform Traffic Control5:21-4.13(a)
Devices for Streets and Highways

< ++ > Documents obtainable from the National Technical Information Service, Springfield, Virginia 22161. Tel. (703) 605-6000 or (800) 553-6847.

< ++ > Documents obtainable from the United States Government Printing Office, Superintendent of Documents, PO Box 371954, Pittsburgh, Pennsylvania 15250-7954. Tel. (202) 512-1800 or (866) 512-1800.

19. Urban Land Institute (ULI), Suite 500 West, 1025 Thomas Jefferson Street, N.W., Washington, D.C. 20007-5201. Tel. (800) 321-5011.

Standard ReferenceTitleReferenced
numberin N.J.A.C.
section number
ULI-ASCE-NAHB 1975Residential Storm Water Management:Table 7.5
Objectives, Principles, and Design
Considerations

N.J. Admin. Code § 5:21-8.1

Administrative correction.
See: 29 N.J.R. 1296(a).
Administrative correction.
See: 29 N.J.R. 2816(a).
Amended by R.1999 d.374, effective 11/1/1999 (operative May 1, 2000).
See: 31 N.J.R. 477(a), 31 N.J.R. 3259(a).
Rewrote the section.
Administrative correction.
See: 32 N.J.R. 684(b).
Amended by R.2000 d.480, effective 12/4/2000 (operative June 3, 2001).
See: 32 N.J.R. 2670(b), 32 N.J.R. 4277(a).
Added designation (a) to the main paragraph; amended tables in 1, 3, 5, 7, 12 and 13.
Amended by R.2002 d.399, effective 12/16/2002.
See: 34 N.J.R. 2615(a), 34 N.J.R. 4412(a).
Rewrote the section.
Public Notice: Notice Regarding the Publication of two Notices of Adoption in the December 16, 2002 New Jersey register.
See: 34 N.J.R. 4343(a), 4412(a), 35 N.J.R. 219(b).
Amended by R.2004 d.35, effective 1/20/2004.
See: 35 N.J.R. 3981(a), 36 N.J.R. 447(a).
In (a)1, inserted "Table 4.9" in tabular column "Referenced in N.J.A.C. section number".
Amended by R.2005 d.56, effective 2/7/2005.
See: 36 N.J.R. 4025(a), 37 N.J.R. 481(c).
Rewrote the section.
Amended by R.2007 d.177, effective 6/4/2007.
See: 38 N.J.R. 3698(a), 39 N.J.R. 2234(a).
In the table in (a)7, substituted "7th Edition" for "6th Edition" and "2003" for "First Printing 1997"; in the table in (a)12, inserted "5.21-7.3(h)1v"; in the introductory paragraph of (a)16, inserted "(NRCS)"; and in the table in (a)16, inserted entries for "New Jersey Bulletin No. NJ210-3-1 September 8, 2003" and "New Jersey Bulletin No. NJ210-4-1 September 8, 2004".
Amended by R.2008 d.26, effective 1/22/2008.
See: 39 N.J.R. 4363(a), 40 N.J.R. 613(a).
In the introductory paragraph of (a), substituted "reference(s)" for "reference"; in the table in (a)1, substituted row "M252-02" for row "M252-94" and row "M294-04" for row "M294-94"; in the table in (a)3, substituted row "D2321-05" for row "D2321-89" and row "D3350-05" for row "D3350-93"; and substituted "(h)3" for "(d)3" throughout the tables in (a)1 and (a)3.
Amended by R.2009 d.185, effective 6/15/2009.
See: 41 N.J.R. 913(a), 41 N.J.R. 2463(a).
In the table in (a)1, substituted row "M252-07" for row "M252-02" and row "M294-07" for row "M294-04"; and in the table in (a)12, substituted "2007" for the first occurrence of "November 2001".
Amended by R.2011 d.136, effective 5/16/2011.
See: 43 N.J.R. 236(a), 43 N.J.R. 1249(a).
In the third column of the table in (a)1, inserted "5:21-6.2(c)6v(4)" in entry "M43-88" and "5:21-7.3(d)4" in entry "T99-94"; in the introductory paragraph of (a)3, inserted a comma following "(ASTM)" and rewrote the table; in the third column of the table in (a)12, inserted "5:21-6.2(c)6v(4)" in entry "2007"; in the table in (a)13, substituted "Fourth Edition April 2010" for "Second Edition November 1991", and inserted "Table 4.8" and "Figures 4.2 through 4.5".
Amended by 52 N.J.R. 1997(a), effective 11/2/2020