Stormwater Atlas

New York

NYSDOT Highway Design Manual Chapter 8

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Heuristic agency extract from prepared text. NYSDOT Highway Design Manual Chapter 8 — Highway Drainage Pipeline excerpt repair removed 1 unlocated citation(s).

Fields not found in document: design_criteria.water_quality_volume_method, design_criteria.approved_bmp_categories, document_metadata.jurisdiction_name

Document Metadata

Jurisdiction level
State

No evidence cited

State
New York

No evidence cited

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, 25-year, 50-year, 100-year, 500-year

lustrates the flood hazard area and the 100 year flood plain. HIGHWAY DRAINAGE 8-13 Exhibit 8-2 Flood Hazard Area From FEMA 480

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, USGS regression equations

f Runoff Coefficient (C) for Use in the Rational Method ........................................ 26 Exhibit 8-5 k Values for Var

Hydrologic/hydraulic software
HEC-HMS

No evidence cited

Approved BMP categories
Not found in document

No evidence cited