Stormwater Atlas

City of Chattanooga

Rainwater Management Guide (RMG)

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Full RMG binder with addenda; text truncated at ~1M chars. Pipeline excerpt repair removed 1 unlocated citation(s).

Fields not found in document: design_criteria.design_storm_return_periods_years, design_criteria.required_hydrologic_hydraulic_software, document_metadata.state_code

Document Metadata

Jurisdiction level
City

City of Chattanooga

Cover

State
Not found in document

No evidence cited

Version / edition
December 1, 2014 edition with Addenda (Addendum 1 11/29/2017; Addendum 2 08/30/2019)

Addendum 1 – 11/29/2017 / Addendum 2 – 08/30/2019

TOC / Addenda

Adoption / effective date
2014-12-01

December 1, 2014 edition

Addendum 1

Last revised date
2019-11-15

Addendum 2, Revision 1 – 11/15/2019

TOC

Relationship to state manual
independent

City RMG / NPDES MS4 Permit technical guidance

Introduction

Design Criteria

Design storm return periods (years)
Not found in document

No evidence cited

Water quality volume method
Stay-On Volume (SOV) runoff reduction: entire City uses 1.0 inch of rainfall for SOV (required for ≥1 acre disturbance; may be based on impervious area). Performance standards also address water quality treatment and peak rate control; LID/green infrastructure preferred. Infeasibility pathways documented in RMG/addenda.

entire City of Chattanooga will use 1.0" of rainfall for SOV

Addendum 1

Peak flow calculation method(s)
Stay-On Volume (SOV) calculation, Stormwater management performance standards (Chapter 3), BMP Excel Workbook / calculation methodologies (Chapter 7), Peak rate control standards

Stormwater Management Performance Standards

Chapter 3

Hydrologic/hydraulic software
Not found in document

No evidence cited

Approved BMP categories
Runoff reduction / Stay-On Volume practices, Green infrastructure / LID BMPs, Manufactured treatment devices (per Addendum 2), Structural stormwater control measures

Stay-On Volume (SOV) measures / stormwater management practices

Addendum 1 / Chapter 5