Stormwater Atlas

Delaware

DelDOT Road Design Manual Ch.6 Drainage and Stormwater Management

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Heuristic agency extract from prepared text. DelDOT Road Design Manual Ch.6 Drainage and Stormwater Management Pipeline excerpt repair removed 1 unlocated citation(s).

Fields not found in document: design_criteria.water_quality_volume_method, document_metadata.jurisdiction_name
Other manuals in Delaware: City of Dover, City of Wilmington, Delaware

Document Metadata

Jurisdiction level
State

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State
Delaware

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Version / edition
Not found in document

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Adoption / effective date
Not found in document

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Last revised date
Not found in document

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Relationship to state manual
independent

No evidence cited

Design Criteria

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

http://msc.fema.gov), if available, for 100-year flood plain location and elevation; • Existing drainage facilities with design

Water quality volume method
Not found in document

No evidence cited

Peak flow calculation method(s)
Rational Method, NRCS / SCS Curve Number (TR-55), TR-20, HEC-HMS, HEC-RAS

ds of hydrological analysis include the Rational Method; TR-20 Project Formulation Hydrology Program System; TR- 55 Urban Hydrol

Hydrologic/hydraulic software
HEC-HMS, HEC-RAS, PondPack

No evidence cited

Approved BMP categories
Bioretention, Filter Strip

program HEC-RAS is recommended. iii. Filter strips, biofiltration swales, bioretention areas and infiltration ditches are designed using DURMM, DNREC’s green technology computer model based on a combination of computer routines from TR-22 and TR-55. b. Pavement (Storm) Drainag

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