Stormwater Atlas

City of Flagstaff

Stormwater Management Design Manual

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Document Metadata

Jurisdiction level
City

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State
Arizona

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Version / edition
2025

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Adoption / effective date
Not found in document

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Last revised date
2025

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Relationship to state manual
independent

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Design Criteria

Design storm return periods (years)
2-year, 5-year, 10-year, 25-year, 50-year, 100-year

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Water quality volume method
Low Impact Development Runoff Capture Volume (ROCV): Impervious Surface Area (sq ft) × 1 inch = ROCV. ROCV requirement may be met by (1) retaining the minimum ROCV for ≥24 hours, (2) treating the discharge from the 2-year storm, or (3) a combination. Detailed LID design per City of Flagstaff LID Guidance Manual.

Impervious Surface Area (square feet) X 1 inch = Runoff Capture Volume

§6.0 LID / ROCV

Peak flow calculation method(s)
Rational Method / hydrograph methods per Ch.4 Hydrology, On-site detention for developments >1/4 acre (policies in §5.3.8), 2-year detention waived if site fully captures ROCV

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Hydrologic/hydraulic software
Not found in document

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Approved BMP categories
LID / Runoff Capture Volume facilities, Detention / multi-purpose basins, Rainwater harvesting (passive/active), Bio-filters / infiltration, Extended detention

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