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SW Management Manual - Header

Stormwater Management Manual
Table of Contents

SW Mgmt Manual

 

Chapter :
 
Cover
Table of Contents

(NOTE: Each of the following chapters has clickable links to the sections within the respective document)

 

1.0 General Requirements & Policies
2.0 Stormwater Management Facility Design
3.0 Operations & Maintenance

4.0 Source Controls

 

 
Stormwater Management Design Criteria For:
Ecoroof & Roof Garden 2-37
Pervious Pavement 2-43
Contained Planter 2-47
Tree Credit 2-51
Swales 2-59
Planters 2-61
Level Spreader 2-67
Vegetated Filter Strip 2-71
Raingarden 2-93
Sand Filter 2-83
Wet, Extended Wet and Dry Detention Ponds 2-89
Constructed Treatment Wetland 2-101
Manufactured Stormwater Treatment Technology 2-107
Structural Detention Facility 2-109
Spill Control Manhole 2-115
Soakage Trench 2-119
Infiltration Sump System 2-127
Drywell 2-135
 

Appendices:

Appendix A: Eugene City Code Section 9.6790-9.6796
Appendix B: Approved Proprietary Stormwater Treatment Technologies
Appendix C: Santa Barbara Urban Hydrograph Method
Appendix D: Green Street Design ( coming soon)
Appendix E: Water Quality Design Storm Development
Appendix F: Flood Control Design Storm Tables
Appendix G: Facility Planting Design Concepts and Materials
Appendix H: Headwaters Streams Map
Appendix I: Infiltration Limited Areas Map

 

References and Resources:
LIST OF EXHIBITS (see appropriate chapter above)
Exhibit 1-1 Pollution Reduction Facility Removal 1-23
Capabilities for TMDL Parameters
Exhibit 1-2:  Retention Vs. Detention Hydrographs 1-27
Exhibit 2-1:  Stormwater Management Facility Application Table 2-2
Exhibit 2-2: Checklist of Calculations to be Included In Stormwater Report 2-10
Exhibit 2-3:  Example Cross-Section of Vegetated Street  2-15
Swale Modified to Receive Credit for Disposal
Exhibit 2-4:  Surface Infiltration Facility Setback Detail 2-17
Exhibit 2-5: Infiltration Testing Summary Table 2-22
Exhibit 2-6:  Falling Head Test 2-24
Exhibit 2-7:  Orifice Location Tee Riser 2-27
Exhibit 2-8:  Orifice Location Baffle Riser 2-28
Exhibit 2-9: Orifice Structure 2-29
Exhibit 2-10:  Typical Outfall Layout with Energy Dissipation 2-34
Exhibit 2-11:  Rock Protection at Outfalls for Pipes Greater Than 6 Inches in Diameter 2-35
Exhibit 2-12:  Riprap Class Selection 2-36
Exhibit 2-13:  End Wall Detail 2-37
Exhibit 2-14:  Outfall Pipe Grated Protection Detail 2-38
Exhibit 2-15:  Curb Cut Spillway 2-88
Exhibit 2-16:  Sand Bed Profile 2-102
Exhibit 2-17:  Pond Setback Details 2-111
Exhibit 2-18:  Secondary Riser Stack 2-112
Exhibit 2-19:  Emergency Overflow Spillway Weir Section 2-113
Exhibit 2-20:  Pond Inlet / Outlet Anti-Seepage Collar 2-115
Exhibit 2-21:  Inflow Riser Manhole With Grate Cover 2-119
Exhibit 2-22:  Detention Tank Detail 2-133
Exhibit 2-23:  Access Riser Details for 72”-96” Detention Tanks 2-134
Exhibit 2-24:  Detention Vault Detail 2-135
Exhibit 2-25:  Spill Control Manhole 2-137
Exhibit 2-26:  Rain Water Harvesting Capture Rates 2-143
Exhibit 2-27:  Soakage Trench 2-149
Exhibit 2-28:  Diagram of Infiltration Sump and Sedimentation Manhole 2-154
Exhibit 2-29:  Precast Infiltration Sump 2-155
Exhibit 2-30:  Sedimentation Manhole 2-156
Exhibit 2-31:  Reinforced Concrete Drywell Typical Configuration 2-164
Exhibit 2-32:  Typical Drywell 2-165
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SW Mgmt Manual Agreements
Notice of Operations & Maintenance Plan
Operations & Maintenance Agreement
SW Forms
 Stormwater Forms
Document  2008 SIM Form
Document  Approved Proprietary Stormwater Treatment Technologies-01/14/08 (...
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