Stormwater Atlas

City of Roanoke

Stormwater Management Design Manual — Chapter 5 Stormwater Hydrology (+ Ch.12 WQ)

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

Manual is chaptered; ingested Ch.5 hydrology PDF plus Ch.12 pollutant-removal criteria from city DocumentCenter. Prefer full combined PDF if published later.

Document Metadata

Jurisdiction level
City

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State
Virginia

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Version / edition
Revised July 1, 2014 (manual Oct 1, 2007 base)

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Adoption / effective date
2014-07-01

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Last revised date
2014-07-01

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Relationship to state manual
deemed equivalent to state manual

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Design Criteria

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

Open Channels: Minor Channel Capacity 10-year ... Major Channel Capacity 100-year ... Culverts: Principal Arterial Roads 25-year Other Roads 10-year ... Storm Drains: 10-year

§5.2.2

Water quality volume method
Ch.12: stormwater quality BMPs per DEQ BMP Clearinghouse; runoff reduction method / water quality compliance worksheet per 9VAC25-870-65. Phosphorus removal is primary design target (assumes metals/TSS also controlled). Channel protection and flood protection for SWM facilities per 9VAC25-870-66. Hydrology Ch.5: open-channel minor 10-year (lining 2- or 10-year by size), major 100-year; culverts 10-/25-year; storm drains 10-year; check 100-year where flooding risk.

runoff reduction method will be utilized. A water quality compliance worksheet ... 9VAC25-870-65

Ch.12 §12.3

Peak flow calculation method(s)
Rational Method (with Cf for storms >10-year), SCS Method / hydrographs, VDOT Drainage Manual / VA SWM Handbook references, Anderson Method (as applicable)

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Hydrologic/hydraulic software
Not found in document

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Approved BMP categories
Virginia BMP Clearinghouse practices, Manufactured BMPs (Clearinghouse-listed only), Retention / detention (Ch.10), Open channels / culverts / storm drains

No evidence cited