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 | N.J.A.C. 5:21-6.2(c)6 v(4) | |
| M114-91 | Building Brick (Solid Masonry Units | N.J.A.C. 5:21-6.2(c)11 vii(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 | N.J.A.C. 5:21-7.3(h)3 |
| Drainage Pipe | ||
| M294-07 | Standard Specification for Corrugated | N.J.A.C. 5:21-7.3(h)3 |
| Polyethylene Pipe, 300- to 1500-mm | ||
| Diameter | ||
| T99-94 | Standard Method of Test for the | N.J.A.C. 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 | N.J.A.C. 5:21-7.3(d)4 | |
| 2001 Edition | A Policy on Geometric Design of | N.J.A.C. 5:21-4.19(b)6 |
| Highways and Streets | ||
| N.J.A.C. 5:21-4.20(a) | ||
| N.J.A.C. 5:21-4.20(b) | ||
| 1999 Edition | AASHTO Guide for the Development of | N.J.A.C. 5:21-4.2(e) |
| Bicycle Facilities | ||
| Table 4.3 | ||
| N.J.A.C. 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 | N.J.A.C. 5:21-6.2(c)11 v |
| Castings | ||
| N.J.A.C. 5:21-7.4(f) | ||
| A536-84 | Standard Specification for Ductile | N.J.A.C. 5:21-6.2(c)11 v |
| Iron Castings | ||
| C33-93 | Standard Specification for Concrete | Figure 6.1 |
| Aggregates | ||
| N.J.A.C. 5:21-6.2(c)6 v(4) | ||
| C76-90 | Standard Specification for Reinforced | N.J.A.C. 5:21-6.2(c)6 i |
| Concrete Culvert, Storm Drain, and Sewer | ||
| Pipe | ||
| N.J.A.C. 5:21-7.3(d)1 i | ||
| C150-92 | Standard Specification for Portland | N.J.A.C. 5:21-6.2(c)11 vii(2) |
| Cement | ||
| C443-85a (1990) | Standard Specification for Joints for | N.J.A.C. 5:21-6.2(c)11 iv |
| Circular Concrete Sewer and Culvert | ||
| Pipe, Using Rubber Gaskets | ||
| N.J.A.C. 5:21-7.3(d)1 iii | ||
| C478-90b | Standard Specification for Precast | N.J.A.C. 5:21-6.2(c)11 iv |
| Reinforced Concrete Manhole Sections | ||
| N.J.A.C. 5:21-7.4(d) | ||
| C507-90 | Standard Specification for Reinforced | N.J.A.C. 5:21-7.3(d)1 ii |
| Concrete Elliptical Culvert, Storm | ||
| Drain, and Sewer Pipe | ||
| C700-91 | Standard Specification for Vitrified | N.J.A.C. 5:21-6.2(c)6 iv |
| Clay Pipe, Extra Strength, Standard | ||
| Strength, and Perforated | ||
| C877-91 | Standard Specification for External | N.J.A.C. 5:21-7.3(d)1 iv |
| Sealing Bands for Noncircular Concrete | ||
| Sewer, Storm Drain, and Culvert Pipe | ||
| C923-89 | Standard Specification for Resilient | N.J.A.C. 5:21-6.2(c)11 vi |
| Connectors between Reinforced Concrete | ||
| Manhole Structures, Pipes, and Laterals | ||
| N.J.A.C. 5:21-7.4(d) | ||
| D448-86 | Standard Classification for Sizes of | Figure 6.1 |
| Aggregate for Road and Bridge | ||
| Construction | N.J.A.C. 5:21-6.2(c)6 v(4) | |
| D1784-90 | Standard Specification for Rigid | N.J.A.C. 5:21-6.2(c)6 ii(1) |
| Poly(Vinyl Chloride) (PVC) Compounds and | ||
| Chlorinated Poly(Vinyl Chloride) (CPVC) | ||
| Compounds | ||
| D1785-91 | Standard Specification for Poly(Vinyl | N.J.A.C. 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 | N.J.A.C. 5:21-6.2(c)8 |
| Chloride) (PVC) Pressure Rated Pipe (SDR | Table 7.6 | |
| Series) | ||
| D2321-09 | Standard Practice for Underground | N.J.A.C. 5:21-6.2(c)6 ii(2) |
| Installation of Thermoplastic Pipe for | N.J.A.C. 5:21-6.2(c)6 ii(4) | |
| Sewers and Other Gravity-Flow | N.J.A.C. 5:21-6.2(c)6 ii(5) | |
| Applications | N.J.A.C. 5:21-6.2(c)6 v(3) | |
| N.J.A.C. 5:21-7.3(h)3 | ||
| N.J.A.C. 5:21-7.3(h)4 | ||
| D2412-10 | Standard Test Method for | N.J.A.C. 5:21-6.2(c)6 v |
| Determination of External Loading | ||
| Characteristics of Plastic Pipe by | ||
| Parallel-Plate Loading | ||
| D2444-92 | Standard Test Method for | N.J.A.C. 5:21-6.2(c)6 ii(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 | N.J.A.C. 5:21-6.2(c)6 ii |
| Poly(Vinyl Chloride) (PVC) Sewer Pipe | ||
| and Fittings | ||
| D3139-89 | Standard Specification for Joints for | N.J.A.C. 5:21-5.3(j)3 |
| Plastic Pressure Pipes Using Flexible | ||
| Elastomeric Seals | ||
| D3212-07 | Standard Specification for Joints for | N.J.A.C. 5:21-6.2(c)6 ii(3) |
| Drain and Sewer Plastic Pipes Using | ||
| Flexible Elastomeric Seals | ||
| N.J.A.C. 5:21-6.2(c)6 v(2) | ||
| D3350-05 | Standard Specification for | N.J.A.C. 5:21-7.3(h)3 |
| Polyethylene Plastics Pipe and Fittings | ||
| Materials | ||
| D4101-10 | Standard Specification for | N.J.A.C. 5:21-6.2(c)6 v(1) |
| Polypropylene Injection and Extrusion | ||
| Materials | ||
| N.J.A.C. 5:21-7.3(h)4 | ||
| F477-10 | Standard Specification for | N.J.A.C. 5:21-6.2(c)6 ii(3) |
| Elastomeric Seals (Gaskets) for Joining | ||
| Plastic Pipe | ||
| N.J.A.C. 5:21-6.2(c)6 v(2) | ||
| F679-89 | Standard Specification for Poly(Vinyl | N.J.A.C. 5:21-6.2(c)6 ii |
| Chloride) (PVC) Large Diameter Plastic | ||
| Gravity Sewer Pipe and Fittings | ||
| F789-89 | Standard Specification for Type PS-46 | N.J.A.C. 5:21-6.2(c)6 ii |
| and Type PS-115 Poly(Vinyl Chloride) | ||
| (PVC) Plastic Gravity Flow Sewer Pipe | ||
| and Fittings | ||
| F794-91 | Standard Specification for Poly(Vinyl | N.J.A.C. 5:21-6.2(c)6 ii |
| Chloride) (PVC) Profile Gravity Sewer | ||
| Pipe and Fittings Based on Controlled | ||
| Inside Diameter | ||
| F949-92 | Standard Specification for Poly(Vinyl | N.J.A.C. 5:21-6.2(c)6 ii |
| Chloride) (PVC) Corrugated Sewer Pipe | ||
| with a Smooth Interior and Fittings | ||
| F2736-10 | Standard Specification for 6 to 60 | N.J.A.C. 5:21-6.2(c)6 v |
| in. (152 to 762 mm) Polypropylene (PP) | ||
| Corrugated Single Wall and Double Wall | ||
| Pipe | ||
| N.J.A.C. 5:21-7.3(h)4 | ||
| F2764-10 | Standard Specification for 30 to 60 | N.J.A.C. 5:21-6.2(c)6 v |
| in. (750 to 1500 mm) Polypropylene (PP) | ||
| Triple Wall Pipe and Fittings for | ||
| Non-Pressure Sanitary Sewer Applications | ||
| N.J.A.C. 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 | N.J.A.C. 5:21-6.2(a) |
| Engineering Practice | Construction | |
| No. 60 1982 | ||
| N.J.A.C. 5:21-6.2(c)1 | ||
| N.J.A.C. 5:21-6.2(c)11 | ||
| WEF Manual of | Design and Construction of Urban | N.J.A.C. 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 | N.J.A.C. 5:21-5.3(j)1 |
| C104/A21.4-90 | Cement-Mortar Lining for Ductile-Iron Pipe | |
| and Fittings for Water | ||
| N.J.A.C. 5:21-6.2(c)6 iii | ||
| N.J.A.C. 5:21-7.3(d)2 | ||
| ANSI/AWWA | American National Standard for | N.J.A.C. 5:21-5.3(j)1 |
| C105/A21.5-93 | Polyethylene Encasement for Ductile-Iron | |
| Pipe Systems | ||
| ANSI/AWWA | American National Standard for | N.J.A.C. 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 | N.J.A.C. 5:21-5.3(j)1 |
| C111/A21.11-90 | Rubber-Gasket Joints for Ductile-Iron | |
| Pressure Pipe and Fittings | ||
| N.J.A.C. 5:21-6.2(c)6 iii | ||
| N.J.A.C. 5:21-7.3(d)2 | ||
| ANSI/AWWA | American National Standard for Flanged | N.J.A.C. 5:21-5.3(j)1 |
| C115/A21.15-88 | Ductile-Iron Pipe with Threaded Flanges | |
| N.J.A.C. 5:21-6.2(c)6 iii | ||
| N.J.A.C. 5:21-7.3(d)2 | ||
| ANSI/AWWA | American National Standard for for the | N.J.A.C. 5:21-5.3(j)1 |
| C150/A21.50-91 | Thickness Design of Ductile-Iron Pipe | |
| N.J.A.C. 5:21-7.3(d)2 | ||
| ANSI/AWWA | American National Standard for | N.J.A.C. 5:21-5.3(j)1 |
| C151/A21.51-96 | Ductile-Iron Pipe, Centrifugally Cast, for | |
| Water and Other Liquids | ||
| N.J.A.C. 5:21-6.2(c)6 iii | ||
| N.J.A.C. 5:21-7.3(d)2 | ||
| ANSI/AWWA | AWWA Standard for Reinforced Concrete | N.J.A.C. 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 | N.J.A.C. 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 | N.J.A.C. 5:21-5.3(j)2 |
| Pipe, Bar Wrapped, Steel Cylinder Type | ||
| ANSI/AWWA | AWWA Standard for Gate Valves for Water | N.J.A.C. 5:21-5.3(e) |
| and Sewerage Systems | ||
| ANSI/AWWA C303-95 | AWWA Standard for Concrete Pressure | N.J.A.C. 5:21-5.3(j)2 |
| Pipe, Bar Wrapped, Steel Cylinder Type | ||
| ANSI/AWWA C500-86 | AWWA Standard for Gate Valves for Water | N.J.A.C. 5:21-5.3(e) |
| and Sewerage Systems | ||
| ANSI/AWWA C502-85 | AWWA Standard for Dry-Barrel Fire | N.J.A.C. 5:21-5.4(b)1 |
| Hydrants | ||
| ANSI/AWWA C504-94 | AWWA Standard for Rubber-Seated | N.J.A.C. 5:21-5.3(e) |
| Butterfly Valves | ||
| ANSI/AWWA C509-94 | AWWA Standard for Resilient Seated Gate | N.J.A.C. 5:21-5.3(e) |
| Valves for Water Supply Service | ||
| ANSI/AWWA C600-93 | AWWA Standard for Installation of | N.J.A.C. 5:21-7.3(d)2 |
| Ductile-Iron Water Mains and Their | ||
| Appurtenances | ||
| ANSI/AWWA C900-89 | AWWA Standard for Polyvinyl Chloride | N.J.A.C. 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) | N.J.A.C. 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 | N.J.A.C. 5:21-5.3(j)3 |
| (PVC) Water Transmission Pipe Nominal | ||
| Diameters 14 in. through 36 in. | ||
| C909-98 | Molecularly Oriented Polyvinyl Chloride | N.J.A.C. 5:21-5.3(j)3 |
| (PVCO) Pressure Pipe, 4 in. through 12 in. | ||
| (100 mm through 300 mm), for Water | ||
| Distribution | ||
| N.J.A.C. 5:21-6.2(c)8 | ||
| ANSI/AWWA M31 | Manual of Water Supply | N.J.A.C. 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 | N.J.A.C. 5:21-1.5(d)2 | |
| Control | ||
| Pub. No. IR-016C | Trip Generation | N.J.A.C. 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 | N.J.A.C. 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 | N.J.A.C. 5:21-5.4(b)2 |
| Hydrants | ||
| Standard 1963-1993 | Fire Hose Connections | N.J.A.C. 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 | N.J.A.C. 5:21-7.1(d)9 iii |
| Control in New Jersey | ||
| N.J.A.C. 5:21-7.1(h) | ||
| N.J.A.C. 5:21-7.2(a) | ||
| N.J.A.C. 5:21-7.2(d) | ||
| N.J.A.C. 5:21-7.3(b) | ||
| N.J.A.C. 5:21-7.5(c)3 | ||
| N.J.A.C. 5:21-7.5(f)1 v | ||
| N.J.A.C. 5:21-7.5(f)4 x | ||
| N.J.A.C. 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 | N.J.A.C. 5:21-7.1(f) |
| Practices Manual | ||
| N.J.A.C. 5:21-7.8(a) | ||
| N.J.A.C. 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 | N.J.A.C. 5:21-5.3(a) |
| (New Jersey Pinelands Commission) | ||
| N.J.A.C. 5:21-6.2(a) |
| Standard reference | Title | Referenced |
| number | in N.J.A.C. | |
| section number | ||
| 2007 | Standard Specifications for Road and | N.J.A.C. 5:21-4.17(b) |
| Bridge Construction | ||
| Figure 4.2 | ||
| Figure 4.3 | ||
| Figure 4.4 | ||
| Figure 4.5 | ||
| Table 4.8 | ||
| N.J.A.C. 5:21-6.2(c)6.ii(5) | ||
| N.J.A.C. 5:21-7.3(h)1 v | ||
| N.J.A.C. 5:21-7.4(a) | ||
| N.J.A.C. 5:21-6.2(c)6 v(4) | ||
| November 2001 | Roadway Design Manual | N.J.A.C. 5:21-7.2(c)2 ii(2) |
| N.J.A.C. 5:21-7.2(c)3 | ||
| Figure 7.1 | ||
| Figure 7.2 | ||
| April 1996 | Bicycle-Compatible Roadways and | N.J.A.C. 5:21-4.18(b)1 |
| Bikeways Planning Design Guidelines | ||
| N.J.A.C. 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 | N.J.A.C. 5:21-7.2(c)1 v |
| May 2003 | ||
| N.J.A.C. 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 | N.J.A.C. 5:21-7.2(c)4) |
| N.J.A.C. 5:21-7.8(d)4 vii(2 | ||
| Technical Release | Computer Program for Project | N.J.A.C. 5:21-7.2(c)1 iv |
| No. 20 PB83-223768 | Formulation--Hydrology | |
| May 1982 | ||
| N.J.A.C. 5:21-7.2(d) | ||
| Technical Release | Urban Hydrology for Small Watersheds | N.J.A.C. 5:21-7.2(a) |
| No. 55 PB87-101580/AS | ||
| 2nd Edition June 1986 | ||
| N.J.A.C. 5:21-7.2(c)1 iii | ||
| N.J.A.C. 5:21-7.2(c)3 | ||
| N.J.A.C. 5:21-7.2(c)7 | ||
| N.J.A.C. 5:21-7.2(d) | ||
| N.J.A.C. 5:21-7.2(e) | ||
| Technical Release | Guide for Design and Layout of | N.J.A.C. 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 | N.J.A.C. 5:21-7.8(d)4 ii(5) |
| No. 69 PB85-245165 | Wave Action | |
| February 1983 | ||
| PB96-111570 June | Engineering Field Handbook Chapter | N.J.A.C. 5:21-7.2(c)4 |
| 1, 1990 | 2--Estimating Runoff and Peak Discharges | |
| (corrected version) | ||
| PB85-175164/LT | Engineering Field Handbook Chapter 6-- | N.J.A.C. 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 | |
| N.J.A.C. 5:21-7.2(c)4 | ||
| N.J.A.C. 5:21-7.8(d)4 vii(2) | ||
| New Jersey | Engineering Field Handbook Supplement - | N.J.A.C. 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 - | N.J.A.C. 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 | N.J.A.C. 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 | N.J.A.C. 5:21-7.2(c)2 ii(1) |
| FHWA- NHI-01-021 | ||
| August 2001 | ||
| <+> Hydraulic | Hydraulic Design of Highway Culverts | N.J.A.C. 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 | N.J.A.C. 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 "N.J.A.C. 5:21-6.2(c)6 v(4)" in entry "M43-88" and "N.J.A.C. 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 "N.J.A.C. 5:21-6.2(c)6 v(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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