Stormwater Atlas

City of Laredo

Storm Water Design Criteria Manual

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South Texas municipal placeholder using San Antonio criteria — replace with city manual when available. Pipeline excerpt repair removed 1 unlocated citation(s).

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Document Metadata

Jurisdiction level
City

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State
Texas

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Version / edition
April 2019

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Adoption / effective date
2019-04

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Last revised date
2019-04

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Relationship to state manual
unknown

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Design Criteria

Design storm return periods (years)
1-year, 2-year, 5-year, 10-year, 25-year, 50-year, 100-year, 500-year

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Water quality volume method
null Laredo — city stormwater guidance portal 403; San Antonio drainage criteria as South TX pattern

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Peak flow calculation method(s)
Rational Method (Q = CIA) for drainage areas less than 200 acres, Modified Rational Method for detention ponds with drainage areas of 20 acres or less, Unit hydrograph method (preferably SCS Dimensionless Unit Hydrograph in HEC-HMS) for drainage areas 200 acres or greater and for detention ponds greater than 20 acres, Snyder Unit Hydrograph, Clark Unit Hydrograph, NOAA Atlas 14 Volume 11 rainfall intensities / depths for San Antonio and ETJ

No evidence cited

Hydrologic/hydraulic software
HEC-HMS (preferred for SCS Dimensionless Unit Hydrograph / unit hydrograph modeling)

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Approved BMP categories
Onsite detention facilities (Regional Storm Water Management Program option), Fee in-lieu-of (FILO) detention participation, Low Impact Development (LID) planning referenced in manual TOC

No evidence cited