Stormwater Atlas

City of High Point

Stormwater Best Management Practices Design Manual

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Document Metadata

Jurisdiction level
City

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State
North Carolina

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Version / edition
Effective January 1, 2009

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Adoption / effective date
2009-01-01

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Last revised date
Not found in document

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Relationship to state manual
adopts state manual directly

the City of High Point has adopted the Division of Water Quality’s Stormwater Best Management Practices Manual

Introduction

Design Criteria

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

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Water quality volume method
Adopts NC DWQ/DEQ Stormwater BMP Manual jurisdiction-wide (Phase II). WS-IV high-density: control first 1" of rainfall (and 85% TSS) where BUA >24% (or >12% in lower Randleman). City-extra: developments with BUA between 6% and those thresholds require additional BMPs controlling the first ½" (natural infiltration, dry detention, infiltration trenches). Wet detention principal spillway = 10-year pre-development; emergency spillway = 100-year; ≥1 ft freeboard to dam crest.

must control the first 1” of rainfall ... Additional BMPs ... control the first ½” of rainfall

Introduction

Peak flow calculation method(s)
NCDEQ / DWQ BMP Manual methods, Wet detention: post ≤ pre 10-year principal spillway, Emergency spillway sized for 100-year

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Hydrologic/hydraulic software
Not found in document

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Approved BMP categories
NCDEQ / DWQ BMP Manual practices, Wet detention basins (city extras), Natural infiltration areas, Dry detention ponds, Infiltration trenches, Other BMPs controlling first 0.5" rainfall

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