New Jersey Administrative Code
Title 5 - COMMUNITY AFFAIRS
Chapter 21 - RESIDENTIAL SITE IMPROVEMENT STANDARDS
Subchapter 8 - REFERENCED STANDARDS
Section 5:21-8.1 - Referenced standards
Universal Citation: NJ Admin Code 5:21-8.1
Current through Register Vol. 56, No. 24, December 18, 2024
(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 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 |
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 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 |
3.
American Society for Testing and Materials (ASTM), 100 Barr Harbor, West
Conshohocken, Pennsylvania 19428. Tel. (610) 832-9500.
| 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 |
4.
American Society of Civil Engineers (ASCE), 345 East 47th Street, New York, New
York 10017. Tel. (212) 705-7496 or (800) 548-2723.
| 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 |
5.
American Water Works Association (AWWA), 6666 West Quincy Avenue, Denver,
Colorado 80235. Tel. (303) 794-7711 or (800) 926-7337.
| 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 |
6.
Asphalt Institute, Research Park Drive, Post Office Box 14052, Lexington,
Kentucky 40512-4052. Tel. (606) 288-4960.
| 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 |
7.
Institute of Transportation Engineers (ITE), Suite 410, 525 School Street,
S.W., Washington, D.C. 20024-2729. Tel. (202) 554-8050.
| 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 |
8.
Insurance Services Office, Inc. (ISO), 545 Washington Boulevard, Jersey City,
New Jersey 07310-1686. Tel. (201) 469-2000 or (800) 888-4476.
| 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 |
9.
National Fire Protection Association (NFPA), 1 Batterymarch Park, Quincy,
Massachusetts 02269. Tel. (617) 770-3000.
| 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 |
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 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 |
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 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) |
12.
New Jersey Department of Transportation (NJDOT), PO Box 600, 1035 Parkway
Avenue, Trenton, New Jersey 08625-0600. Tel. (609) 530-2000.
| 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 |
13.
New Jersey Society of Municipal Engineers (NJSME), 196 West State Street,
Trenton, New Jersey 08608. Tel. (609) 393-0102.
| 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 |
14.
Portland Cement Association, 5420 Old Orchard Road, Skokie, Illinois
60076-0726. Tel. (847) 966-6200
| 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 |
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 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.
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 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 |
17.
United States Department of Commerce (USDOC), Bureau of the Census, Washington,
D.C. 20233. Tel. (202) 482-2000.
| 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 |
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 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.
19. Urban Land
Institute (ULI), Suite 500 West, 1025 Thomas Jefferson Street, N.W.,
Washington, D.C. 20007-5201. Tel. (800) 321-5011.
| 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 |
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