Stormwater Atlas

City and County of Honolulu

Rules Relating to Storm Drainage Standards

CityHawaiihighNeeds reviewCitations verified

This extraction is flagged for quality review.

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

Conveyance/hydrologic standards only. Water quality volume and LID BMP sizing are deferred to separate Rules Relating to Water Quality (not in this PDF). Pipeline excerpt repair removed 2 unlocated citation(s).

Fields not found in document: design_criteria.water_quality_volume_method, design_criteria.required_hydrologic_hydraulic_software, document_metadata.version_or_edition, document_metadata.last_revised_date

Document Metadata

Jurisdiction level
City

design of storm drainage facilities in the City and County of Honolulu

Introduction

State
Hawaii

Honolulu, Hawaii

Title Page

Version / edition
Not found in document

No evidence cited

Adoption / effective date
2017-08

This edition supersedes the Rules Relating to Storm Drainage Standards, January 2000 (Repealed August 16, 2017).

Introduction

Last revised date
Not found in document

No evidence cited

Relationship to state manual
independent

These standards have been prepared pursuant to Article 12, Chapter 14, Revised Ordinances of Honolulu, 1990 as amended

Introduction

Design Criteria

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

For drainage areas of 100 acres or less, Tm (recurrence interval) = 10 years, unless otherwise specified.

Part I.A.1, Page 1

Water quality volume method
Not found in document

No evidence cited

Peak flow calculation method(s)
Rational Method (Q = CIA) for drainage areas of 100 acres or less, Plate 6 Design Curves for Peak Discharge vs. Drainage Area (USGS flood-frequency / 100-year) for drainage areas greater than 100 acres

For drainage areas of 100 acres or less, the rational method shall be used.

Part I.B.1, Page 1

Hydrologic/hydraulic software
Not found in document

No evidence cited

Approved BMP categories
Closed conduits (storm drains), Open channels, Roadway culverts and bridges, Low impact development best management practices (per separate Rules Relating to Water Quality)

C. CLOSED CONDUITS... D. OPEN CHANNELS

Table of Contents / Part II