Stormwater Atlas

City of Clarksville

Storm Water Management Manual

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Compare each cited field to the official PDF before relying on it. What this means

Archive ADID=1469 labeled Stormwater Manual 2021 on city page; extracted PDF revision history tops out at Oct 2014 chapter updates. Large truncated text — medium confidence.

Document Metadata

Jurisdiction level
City

No evidence cited

State
Tennessee

No evidence cited

Version / edition
June 2014 / October 2014 chapter updates (Archive ADID 1469)

June 2014 / October 2014 Updated Chapter 4... Chapter 9, Post Construction

Revision History

Adoption / effective date
2000-08-01

August, 2000 Manual adopted by reference by Ordinance 3-2000-01

Revision History

Last revised date
2014-10-01

No evidence cited

Relationship to state manual
independent

independent city stormwater management manual

Coverage note

Design Criteria

Design storm return periods (years)
1-year, 2-year, 10-year, 25-year, 100-year

Q2-yr / Q10-yr preliminary hydrologic calculations; 25-year spillway example

Design examples

Water quality volume method
WQv = (1.11") (Rv) (A) / 12 with Rv = 0.05 + 0.009(I). Chapter 9 covers post-construction stormwater quality, runoff reduction credits, bioretention, water quality swales, and related BMPs. Water quality buffers in Chapters 5/10.

WQv = (1.11”) (Rv) (A) ... Rv = 0.05 + (I) (0.009)

Ch. 9 example / WQv calc

Peak flow calculation method(s)
SCS / TR-20 / HEC-HMS procedures, Mandatory storm water dry detention (Ch. 7), IDF / regression equations (Ch. 7 updates)

No evidence cited

Hydrologic/hydraulic software
TR-20, HEC-HMS, HEC-1

No evidence cited

Approved BMP categories
Bioretention, Water quality swales, Dry detention, Wet detention / retention, Permeable pavement, Catchbasin inserts, Stormwater credits / runoff reduction

9.7 Bioretention; 9.10 Water Quality Swales; permeable pavement specification

Ch. 9 TOC