Storm drain design standards

    • SECTION 5: Standards for Storm Drainage Systems - Kent WA

      2009 CITY OF KENT DESIGN & CONSTRUCTION STANDARDS September 2009 5-1 5.0 STANDARDS FOR STORM DRAINAGE SYSTEMS 5.1 GENERAL 5.1.A Design Standards Drainage facilities shall be designed in accordance with the City of Kent Surface Water Design Manual (KSWDM). 5.1.B Specifications Materials, construction, and testing are specified in Section 7-04 of


    • [PDF File]TABLE OF CONTENTS GENERAL DESIGN ( G 100 ) - Los Angeles

      https://info.5y1.org/storm-drain-design-standards_1_432833.html

      This chapter presents the standards to which all City storm drain designs should conform. The policies, practices, types of drainage systems, and design criteria discussed herein are presently in use by the City. G 110 POLICY G 111 EXTENT OF RELIEF Storm drain systems shall be independent of sanitary sewer systems. *Storm drain facilities are ...


    • Storm Drain Design Standards

      3. A plan showing the hydraulic grade line (HGL), the proposed storm drain including slopes and sizes and top of curb in profile. Elevations should be shown at all changes in slope of the HGS, proposed storm drain and top of curb. 4.300 DESIGN FLOW The Rational Method (Q=CiA) or SCS method shall be used to determine the quantity of


    • Storm Drain Systems Design Standards - California

      STORM DRAIN SYSTEMS DESIGN STANDARDS STORM DESIGN STANDARD (Revised: July 2019) 1 1.0 STORM DRAIN SYSTEMS – DESIGN CRITERIA 1.1 GENERAL A. All storm drain systems shall conform to the most recent edition of the City of Sunnyvale standards. If the standard that is sought does not appear in this Manual, then the


    • Storm Drain Design Standards - Morgan Hill, California

      3. A plan showing the hydraulic grade line (HGL), the proposed storm drain including slopes and sizes and top of curb in profile. Elevations should be shown at all changes in slope of the HGS, proposed storm drain and top of curb. 4.300 DESIGN FLOW The Rational Method (Q=CiA) or SCS method shall be used to determine the quantity of


    • CHAPTER II - STORM DRAINAGE - Reno, Nevada

      Public Works Design Manual -200- Revised January 2009 CHAPTER II - STORM DRAINAGE 201 General 201.1 Use of Chapter II 201.2 Triggers for Drainage Report 201.3 Relationship to Chapter on Storm Water Quality 202 Design Guidelines 202.1 Hydrology 202.1.1 General 202.1.2 Design Storm Frequency 202.2 Hydraulic Design


    • [PDF File]Drainage Design Criteria - Montgomery County, Maryland

      https://info.5y1.org/storm-drain-design-standards_1_ab1fd1.html

      Storm Drain Design Criteria on July 1, 1968. Subsequently, some minor changes were incorporated into the Storm Drain Design Criteria to reflect technological advances. Since the inception of the storm drain design criteria in 1968, the criteria has been updated or revised in 1975 and 1988 and has now been in effect for over thirty five years.


    • ENGINEERING STANDARDS - Vallejo Wastewater

      engineering design standards and policies. These calculations verify that a storm drain collection system, designed and constructed in accordance with these calculations, will meet the requirements of the District.” • Sizing and Selection of Facilities o The proposed drainage system shall use storm drain pipes and shall not use new open


    • [PDF File]2007 storm water facilities design standard

      https://info.5y1.org/storm-drain-design-standards_1_c2367c.html

      -Private storm drain systems that are to be established as a County Drain under Chapter 18 of the Drain Code. -Any other storm drainage system review requested to be performed by the Water Resources Commissioner’s office. These rules are the minimum design standard accepted by this office. In addition to the rules herein,


    • STORM DRAINAGE DESIGN STANDARDS

      The purpose of these Stormwater Management Design Standards (hereinafter, the “Standards”) is to provide a consistent policy direction for physical improvements necessary ... - A structure to allow access to a storm drain for cleaning. Cleanouts are required every 100 feet in private storm drain systems. In public systems they are


    • [PDF File]SECTION 38 - STORM DRAIN CONSTRUCTION TABLE OF CONTENTS

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      38-4.04 Grade Tolerance – Storm Drain Grade tolerance of the flow line of storm drain pipe must not exceed ± 0.10 feet. The total variation (plus or minus) from design grade must not exceed the following for the stated pipe size: 1. Pipe 21-inch or smaller – 1 inch in 25 feet 2. Pipe 24 through 36 inches - 1.5 inches in 25 feet 3.


    • [PDF File]SECTION 400 - STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY ...

      https://info.5y1.org/storm-drain-design-standards_1_8a0830.html

      CITY OF THORNTON – Standards and Specifications Revised: October 2012 400-1 SECTION 400 - STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA 401 GENERAL PROVISIONS 401.1 Purpose A. These standards are promulgated by the Public Works Director of the City in accordance with the authority contained in the City Code.


    • [PDF File]Storm Drainage Design Standards - City of Oakland

      https://info.5y1.org/storm-drain-design-standards_1_d3cce2.html

      This section presents the standards to which all City storm drain designs shall conform. 3.1. General Standards All storm drain facilities are to be independent of sanitary sewer systems. In all newly developed areas and/or in all existing areas where new storm drainage facilities are required,


    • [PDF File]Genesee County Storm Water and Flood Control Design Standard Requirements

      https://info.5y1.org/storm-drain-design-standards_1_3ec155.html

      Genesee County Design Standards Requirements - 2018 Page 1 INTRODUCTION The intent of this document is to provide information specific to Genesee County Drain Commissioner’s design standards to address storm water quantity and quality. This manual will provide the policy framework, implementation procedures and design standards for storm water


    • CH 5 - Design Standards for Storm Drains

      All storm drain shall be continuous in line and grade between drainage structures. D. Mains and structures shall be a minimum of 10' horizontally from ... "Engineering Report" of these Standards. B. The overall design must comply with the requirements of Title 13 of the City Code. 5.2.03 Capacity Design A. Inlets shall be designed for the 2 ...


    • Storm Drain Design Standards

      STORM DRAIN DESIGN STANDARDS SECTION 4 4.100 GENERAL All drainage facilities shall be designed in accordance with accepted engineering principles, and shall conform to these Design Standards. ... proposed storm drain and top of curb. 4.300 DESIGN FLOW The Rational Method (Q=CiA) or SCS method shall be used to determine the quantity of


    • [PDF File]STORM DRAINAGE DESIGN STANDARDS - University of Oregon

      https://info.5y1.org/storm-drain-design-standards_1_013c32.html

      City of Talent Storm Drainage Design Standards Res. No. 517 (1998) Public Storm Drain - Any storm drain in a public right-of-way or easement that is operated and maintained by the City. Receiving Body of Water - A creek, stream, lake or other body of water into which surface runoff is artificially or naturally discharged. Release Rate


    • [PDF File]Sacramento County Drainage Manual

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      Sacramento method. Precipitation data is most often in the form of design storms. Alternatives to the use of design storms are historic storms and continuous simulation. Design Storms The design storm is the most frequently used form of precipitation data for rainfall-runoff simulation. Design storms are developed from a statistical


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