N.J. Admin. Code § 5:21-8.1 - Referenced standards
Standard reference | Title | Referenced in |
number | N.J.A.C. section | |
number | ||
M33-93 | Standard Specification for Preformed | Figure 4.1 |
Expansion Joint Filler for Concrete | (Concrete Vertical Curb) | |
(Bituminous Type) | ||
M43-88 | Standard Specification for Sizes of | Figure 6.1 |
Aggregate for Road and Bridge | ||
Construction | 5:21-6.2(c)6v(4) | |
M114-91 | Building Brick (Solid Masonry Units | 5:21-6.2(c)11vii(1) |
Made from Clay or Shale) | ||
M213-92 | Standard Specification for Preformed Expansion Joint Fillers for Concrete | Figure 4.1 |
Paving and Structural Construction | (Concrete Vertical Curb) | |
(Nonextruding and Resilient Bituminous Types) | ||
M252-07 | Standard Specification for Corrugated | 5:21-7.3(h)3 |
Drainage Pipe | ||
M294-07 | Standard Specification for Corrugated | 5:21-7.3(h)3 |
Polyethylene Pipe, 300- to 1500-mm | ||
Diameter | ||
T99-94 | Standard Method of Test for the | 5:21-7.3(d)3 |
Moisture-Density Relations of Soils | ||
Using a 5.5-lb. (2.5 kg) Rammer and a | ||
12-in. (305 mm) Drop | 5:21-7.3(d)4 | |
2001 Edition | A Policy on Geometric Design of | 5:21-4.19(b)6 |
Highways and Streets | ||
5:21-4.20(a) | ||
5:21-4.20(b) | ||
1999 Edition | AASHTO Guide for the Development of | 5:21-4.2(e) |
Bicycle Facilities | ||
Table 4.3 | ||
5:21-4.18(b) | ||
1993 Edition | Guide for Design of Pavement | Figure 4.2 |
Structures | ||
Figure 4.3 | ||
Figure 4.4 | ||
Figure 4.5 | ||
Table 4.9 |
Standard reference | Title | Referenced in |
number | N.J.A.C. section | |
number | ||
Minimum Cover | Published in Concrete Pipe | Table 7.4 |
(Minimum Depth of | Association of New Jersey Newsletter, | |
Coverage over | "The Pipeline," September/October 1985; | |
Concrete Pipe) | table derived from information provided | |
by the American Concrete Pipe | ||
Association |
Standard reference | Title | Referenced in |
N.J.A.C. section | ||
number | number | |
A48-92 | Standard Specification for Gray Iron | 5:21-6.2(c)11v |
Castings | ||
5:21-7.4(f) | ||
A536-84 | Standard Specification for Ductile | 5:21-6.2(c)11v |
Iron Castings | ||
C33-93 | Standard Specification for Concrete | Figure 6.1 |
Aggregates | ||
5:21-6.2(c)6v(4) | ||
C76-90 | Standard Specification for Reinforced | 5:21-6.2(c)6i |
Concrete Culvert, Storm Drain, and Sewer | ||
Pipe | ||
5:21-7.3(d)1i | ||
C150-92 | Standard Specification for Portland | 5:21-6.2(c)11vii(2) |
Cement | ||
C443-85a (1990) | Standard Specification for Joints for | 5:21-6.2(c)11iv |
Circular Concrete Sewer and Culvert | ||
Pipe, Using Rubber Gaskets | ||
5:21-7.3(d)1iii | ||
C478-90b | Standard Specification for Precast | 5:21-6.2(c)11iv |
Reinforced Concrete Manhole Sections | ||
5:21-7.4(d) | ||
C507-90 | Standard Specification for Reinforced | 5:21-7.3(d)1ii |
Concrete Elliptical Culvert, Storm | ||
Drain, and Sewer Pipe | ||
C700-91 | Standard Specification for Vitrified | 5:21-6.2(c)6iv |
Clay Pipe, Extra Strength, Standard | ||
Strength, and Perforated | ||
C877-91 | Standard Specification for External | 5:21-7.3(d)1iv |
Sealing Bands for Noncircular Concrete | ||
Sewer, Storm Drain, and Culvert Pipe | ||
C923-89 | Standard Specification for Resilient | 5:21-6.2(c)11vi |
Connectors between Reinforced Concrete | ||
Manhole Structures, Pipes, and Laterals | ||
5:21-7.4(d) | ||
D448-86 | Standard Classification for Sizes of | Figure 6.1 |
Aggregate for Road and Bridge | ||
Construction | 5:21-6.2(c)6v(4) | |
D1784-90 | Standard Specification for Rigid | 5:21-6.2(c)6ii(1) |
Poly(Vinyl Chloride) (PVC) Compounds and | ||
Chlorinated Poly(Vinyl Chloride) (CPVC) | ||
Compounds | ||
D1785-91 | Standard Specification for Poly(Vinyl | 5:21-6.2(c)8 |
Chloride) (PVC) Plastic Pipe, Schedules | Table 7.6 | |
40, 80, and 120 | ||
D2241-89 | Standard Specification for Poly(Vinyl | 5:21-6.2(c)8 |
Chloride) (PVC) Pressure Rated Pipe (SDR | Table 7.6 | |
Series) | ||
D2321-09 | Standard Practice for Underground | 5:21-6.2(c)6ii(2) |
Installation of Thermoplastic Pipe for | 5:21-6.2(c)6ii(4) | |
Sewers and Other Gravity-Flow | 5:21-6.2(c)6ii(5) | |
Applications | 5:21-6.2(c)6v(3) | |
5:21-7.3(h)3 | ||
5:21-7.3(h)4 | ||
D2412-10 | Standard Test Method for | 5:21-6.2(c)6v |
Determination of External Loading | ||
Characteristics of Plastic Pipe by | ||
Parallel-Plate Loading | ||
D2444-92 | Standard Test Method for | 5:21-6.2(c)6ii(2) |
Determination of the Impact Resistance | ||
of Thermoplastic Pipe and Fittings by | ||
Means of a Tup (Falling Weight) | ||
D3034-89 | Standard Specification for Type PSM | 5:21-6.2(c)6ii |
Poly(Vinyl Chloride) (PVC) Sewer Pipe | ||
and Fittings | ||
D3139-89 | Standard Specification for Joints for | 5:21-5.3(j)3 |
Plastic Pressure Pipes Using Flexible | ||
Elastomeric Seals | ||
D3212-07 | Standard Specification for Joints for | 5:21-6.2(c)6ii(3) |
Drain and Sewer Plastic Pipes Using | ||
Flexible Elastomeric Seals | ||
5:21-6.2(c)6v(2) | ||
D3350-05 | Standard Specification for | 5:21-7.3(h)3 |
Polyethylene Plastics Pipe and Fittings | ||
Materials | ||
D4101-10 | Standard Specification for | 5:21-6.2(c)6v(1) |
Polypropylene Injection and Extrusion | ||
Materials | ||
5:21-7.3(h)4 | ||
F477-10 | Standard Specification for | 5:21-6.2(c)6ii(3) |
Elastomeric Seals (Gaskets) for Joining | ||
Plastic Pipe | ||
5:21-6.2(c)6v(2) | ||
F679-89 | Standard Specification for Poly(Vinyl | 5:21-6.2(c)6ii |
Chloride) (PVC) Large Diameter Plastic | ||
Gravity Sewer Pipe and Fittings | ||
F789-89 | Standard Specification for Type PS-46 | 5:21-6.2(c)6ii |
and Type PS-115 Poly(Vinyl Chloride) | ||
(PVC) Plastic Gravity Flow Sewer Pipe | ||
and Fittings | ||
F794-91 | Standard Specification for Poly(Vinyl | 5:21-6.2(c)6ii |
Chloride) (PVC) Profile Gravity Sewer | ||
Pipe and Fittings Based on Controlled | ||
Inside Diameter | ||
F949-92 | Standard Specification for Poly(Vinyl | 5:21-6.2(c)6ii |
Chloride) (PVC) Corrugated Sewer Pipe | ||
with a Smooth Interior and Fittings | ||
F2736-10 | Standard Specification for 6 to 60 | 5:21-6.2(c)6v |
in. (152 to 762 mm) Polypropylene (PP) | ||
Corrugated Single Wall and Double Wall | ||
Pipe | ||
5:21-7.3(h)4 | ||
F2764-10 | Standard Specification for 30 to 60 | 5:21-6.2(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 |
Standard | Title | Referenced in |
reference number | N.J.A.C. section | |
number | ||
ASCE Manual on | Gravity Sanitary Sewer Design and | 5:21-6.2(a) |
Engineering Practice | Construction | |
No. 60 1982 | ||
5:21-6.2(c)1 | ||
5:21-6.2(c)11 | ||
WEF Manual of | Design and Construction of Urban | 5:21-7.3(e) |
Practice FD-20 ASCE | Stormwater Management Systems | |
Manuals and Reports | ||
of Engineering | ||
Practice No. 77 | ||
(1993) (C)1992 |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
ANSI/AWWA | American National Standard for | 5:21-5.3(j)1 |
C104/A21.4-90 | Cement-Mortar Lining for Ductile-Iron Pipe | |
and Fittings for Water | ||
5:21-6.2(c)6 iii | ||
5:21-7.3(d)2 | ||
ANSI/AWWA | American National Standard for | 5:21-5.3(j)1 |
C105/A21.5-93 | Polyethylene Encasement for Ductile-Iron | |
Pipe Systems | ||
ANSI/AWWA | American National Standard for | 5:21-5.3(j)1 |
C110/A21.10-93 | Ductile-Iron and Gray-Iron Fittings, 3 in. | |
through 48 in. (75 mm through 1200 mm) for | ||
Water and Other Liquids | ||
ANSI/AWWA | American National Standard for | 5:21-5.3(j)1 |
C111/A21.11-90 | Rubber-Gasket Joints for Ductile-Iron | |
Pressure Pipe and Fittings | ||
5:21-6.2(c)6 iii | ||
5:21-7.3(d)2 | ||
ANSI/AWWA | American National Standard for Flanged | 5:21-5.3(j)1 |
C115/A21.15-88 | Ductile-Iron Pipe with Threaded Flanges | |
5:21-6.2(c)6 iii | ||
5:21-7.3(d)2 | ||
ANSI/AWWA | American National Standard for for the | 5:21-5.3(j)1 |
C150/A21.50-91 | Thickness Design of Ductile-Iron Pipe | |
5:21-7.3(d)2 | ||
ANSI/AWWA | American National Standard for | 5:21-5.3(j)1 |
C151/A21.51-96 | Ductile-Iron Pipe, Centrifugally Cast, for | |
Water and Other Liquids | ||
5:21-6.2(c)6 iii | ||
5:21-7.3(d)2 | ||
ANSI/AWWA | AWWA Standard for Reinforced Concrete | 5:21-5.3(j)2 |
Pressure Pipe, Steel Cylinder Type for | ||
Water and Other Liquids | ||
ANSI/AWWA C301-92 | AWWA Standard for Prestressed Concrete | 5:21-5.3(j)2 |
Pressure Pipe, Steel-Cylinder Type, for | ||
Water and Other Liquids | ||
ANSI/AWWA C303-95 | AWWA Standard for Concrete Pressure | 5:21-5.3(j)2 |
Pipe, Bar Wrapped, Steel Cylinder Type | ||
ANSI/AWWA | AWWA Standard for Gate Valves for Water | 5:21-5.3(e) |
and Sewerage Systems | ||
ANSI/AWWA C303-95 | AWWA Standard for Concrete Pressure | 5:21-5.3(j)2 |
Pipe, Bar Wrapped, Steel Cylinder Type | ||
ANSI/AWWA C500-86 | AWWA Standard for Gate Valves for Water | 5:21-5.3(e) |
and Sewerage Systems | ||
ANSI/AWWA C502-85 | AWWA Standard for Dry-Barrel Fire | 5:21-5.4(b)1 |
Hydrants | ||
ANSI/AWWA C504-94 | AWWA Standard for Rubber-Seated | 5:21-5.3(e) |
Butterfly Valves | ||
ANSI/AWWA C509-94 | AWWA Standard for Resilient Seated Gate | 5:21-5.3(e) |
Valves for Water Supply Service | ||
ANSI/AWWA C600-93 | AWWA Standard for Installation of | 5:21-7.3(d)2 |
Ductile-Iron Water Mains and Their | ||
Appurtenances | ||
ANSI/AWWA C900-89 | AWWA Standard for Polyvinyl Chloride | 5:21-5.3(j)3 |
(PVC) Pressure Pipe, 4 in. through 12 in., | ||
for Water Distribution | ||
ANSI/AWWA C901-88 | AWWA 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 C905-88 | AWWA Standard for Polyvinyl Chloride | 5:21-5.3(j)3 |
(PVC) Water Transmission Pipe Nominal | ||
Diameters 14 in. through 36 in. | ||
C909-98 | Molecularly Oriented Polyvinyl Chloride | 5:21-5.3(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 M31 | Manual of Water Supply | 5:21-5.2(e) |
(C)1992 Second | Practices--Distribution System Requirements | |
Edition | for Fire Protection |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
MS-1, 8th Edition | Thickness Design--Full-Depth Asphalt | Table 4.7 |
August 1970 | Pavement Structures for Highways and | |
Streets |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
Residential Street Design and Traffic | 5:21-1.5(d)2 | |
Control | ||
Pub. No. IR-016C | Trip Generation | 5:21-4.1(b) |
7th Edition 2003 | ||
Table 4.1 |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
(C)1980 Edition | Fire Suppression Rating Schedule | 5:21-5.2(e) |
6-80 |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
Standard 291-1995 | Fire Flow Testing and Marking of | 5:21-5.4(b)2 |
Hydrants | ||
Standard 1963-1993 | Fire Hose Connections | 5:21-5.4(b)1 |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
April 1987 | Standards for Soil Erosion and Sediment | 5:21-7.1(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 |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
April 2004 | New Jersey Stormwater Best Management | 5:21-7.1(f) |
Practices Manual | ||
5:21-7.8(a) | ||
5:21-7.8(e) | ||
Revised September | Technical Manual for Land Use | Table 7.2 |
1995 | Regulation Program (DEP's Bureaus of | |
Inland and Coastal Regulations, Stream | ||
Encroachment Permits) | ||
August 1995 | Pinelands Comprehensive Management Plan | 5:21-5.3(a) |
(New Jersey Pinelands Commission) | ||
5:21-6.2(a) |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
2007 | Standard Specifications for Road and | 5:21-4.17(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 2001 | Roadway Design Manual | 5:21-7.2(c)2 ii(2) |
5:21-7.2(c)3 | ||
Figure 7.1 | ||
Figure 7.2 | ||
April 1996 | Bicycle-Compatible Roadways and | 5:21-4.18(b)1 |
Bikeways Planning Design Guidelines | ||
5:21-7.4(b)1 |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
Fourth Edition | Asphalt Handbook for County and | Table 4.7 |
April 2010 | Municipal Engineers | |
Table 4.8 | ||
Figures 4.2 | ||
through 4.5 |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
(C)1984 | Thickness Design for Concrete Highway | Table 4.7 |
and Street Pavements |
Standard Reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
<+> Version 2.2, | HEC-HMS Hydrologic Modeling System | 5:21-7.2(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.
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
April 2002 | National Engineering Handbook, Part 630 | 5:21-7.2(c)4) |
5:21-7.8(d)4 vii(2 | ||
Technical Release | Computer Program for Project | 5:21-7.2(c)1 iv |
No. 20 PB83-223768 | Formulation--Hydrology | |
May 1982 | ||
5:21-7.2(d) | ||
Technical Release | Urban Hydrology for Small Watersheds | 5:21-7.2(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 Release | Guide for Design and Layout of | 5:21-7.8(d)4 ii(5) |
No. 56 PB85-239622 | Vegetative Wave Protection for Earth Dam | |
December 1974 | Embankments | |
Technical Release | Riprap for Slope Protection Against | 5:21-7.8(d)4 ii(5) |
No. 69 PB85-245165 | Wave Action | |
February 1983 | ||
PB96-111570 June | Engineering Field Handbook Chapter | 5:21-7.2(c)4 |
1, 1990 | 2--Estimating Runoff and Peak Discharges | |
(corrected version) | ||
PB85-175164/LT | Engineering Field Handbook Chapter 6-- | 5:21-7.8(d)4 vii(2) |
July 1, 1984 PB 243 | Structures National Engineering Handbook | |
644/AS PB 243 645/LT | Section 5 Hydraulics Section 11-- Drop | |
PB 279 759/LT | Spillways Section 14--Chute Spillways | |
5:21-7.2(c)4 | ||
5:21-7.8(d)4 vii(2) | ||
New Jersey | Engineering Field Handbook Supplement - | 5:21-7.2(c)1 vi |
Bulletin No. | Dimensionless (Delmarva) Unit Hyrdograph | |
NJ210-3-1 September | ||
8, 2003 | ||
New Jersey | Engineering Field Handbook Supplement - | 5:21-7.2(c)1 vi |
Bulletin No. | Rainfall Frequency Data | |
NJ210-4-1 September | ||
8, 2004 |
Standard reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
1975-1980 (Data | Public Use File--New Jersey | Table 4.4 |
tabulated by Rutgners | ||
University) | ||
Table 5.1 |
Standard Reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
<+> Hydraulic | Design of Stable Channels with Flexible | 5:21-7.8(d)2 iii |
Engineering Circular | Linings | |
No. 15 Report No. | ||
FHWA- EPD-86-111 | ||
PB86-184835 October | ||
1975 | ||
<+> Report No. | Design of Urban Highway Drainage, The | Table 3 |
FHWA-TS-79-225 | State of the Art | |
PB83-259903 August | ||
1979 | ||
<+>Second Edition | HEC-22 Urban Drainage Design Manual | 5:21-7.2(c)2 ii(1) |
FHWA- NHI-01-021 | ||
August 2001 | ||
<+> Hydraulic | Hydraulic Design of Highway Culverts | 5:21-7.3(d) |
Design Series No. 5 | ||
Report No. | ||
FHWA-IP-85-15 | ||
PB86-196961 September | ||
1985 | ||
<++>1988 Edition | Manual on Uniform Traffic Control | 5:21-4.13(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.
Standard Reference | Title | Referenced |
number | in N.J.A.C. | |
section number | ||
ULI-ASCE-NAHB 1975 | Residential Storm Water Management: | Table 7.5 |
Objectives, Principles, and Design | ||
Considerations |
Notes
See: 29 N.J.R. 1296(a).
Administrative correction.
See: 29 N.J.R. 2816(a).
Amended by R.1999 d.374, effective
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
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
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
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
See: 36 N.J.R. 4025(a), 37 N.J.R. 481(c).
Rewrote the section.
Amended by R.2007 d.177, effective
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
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
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
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".
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