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iSWM Design Manual for Site Development Downloads

The links below provide access to the January 2006 Edition of the iSWM™ Design Manual for Site Development for viewing and download. Questions or comments about the Design Manual for Site Development may be directed to Audra Valamides, PE, by phone at 817.608.2341 or via email at avalamides@nctcog.org.

NCTCOG maintains trademark rights on the terms “integrated Storm Water Management” and “iSWM™”, all rights reserved. The names cannot be used without the explicit permission and authorization of NCTCOG to facilitate utilization.

TITLE PAGE

TABLE OF CONTENTS (96 KB)

CHAPTER 1 - Storm Water Management System Planning and Design (4,734 KB)

1.1 Storm Water Site Planning
1.2 integrated Planning and Design Approach
1.3 integrated Site Design Practices
1.4 integrated Storm Water Controls

CHAPTER 2 - Hydrologic Analysis (5,102 KB)

2.1 Estimating Runoff

CHAPTER 3 - Hydraulic Design of Streets and Closed Conduits (3,578 KB)

3.1 Storm Water Street and Closed Conduit Design Overview
3.2 On-Site Flood Control System Design

CHAPTER 4 - Hydraulic Design of Open Channels, Culverts, Bridges, and Detention Structures (13,811 KB)

4.1 Storm Water Open Channels, Culverts, Bridges, and Detention Structure Design Overview
4.2 Culvert Design
4.3 Bridge Design
4.4 Open Channel Design
4.5 Storage Design
4.6 Outlet Structures
4.7 Energy Dissipation

CHAPTER 5 - Storm Water Controls (22,246 KB)

5.1 Storm Water Controls Overview
5.2 Storm Water Controls

APPENDICES - (4,326 KB)

Appendix A Rainfall Tables for North Central Texas
Appendix B Hydrologic Soils Data
Appendix C Federal, State and Regional Initiatives
Appendix D Storm Water Control Design Examples
Appendix E iSWM Worksheets and Checklists
Appendix F Landscaping and Aesthetics Guidance
Appendix G Storm Water Computer Models and Information Tools
Appendix H Dams and Reservoirs in Texas
Appendix I Miscellaneous Information (Reserved for Local Use)

APPENDIX J Transportation integrated Storm Water Management (687 KB) New logo

 

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