Wisconsin Department of Natural Resources

Wet Detention Pond (1001) — WDNR Technical Standard

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

Narrow WDNR Technical Standard 1001 for wet detention ponds only — not a full statewide stormwater design manual. Explicitly excludes flood-control design; local authorities may require peak control beyond the 2-yr, 24-hour storm. SLAMM/P8/DETPOND are approved optional models, not mandated for every design. Companion standards (1002–1004, 1064) and NR 151 govern broader post-construction requirements. Pipeline excerpt repair removed 9 unlocated citation(s).

Fields not found in document: design_criteria.approved_bmp_categories (beyond wet detention pond — this standard covers only one practice), document_metadata.jurisdiction_level, document_metadata.version_or_edition, document_metadata.adoption_or_effective_date, document_metadata.last_revised_date, design_criteria.water_quality_volume_method, design_criteria.peak_flow_calculation_method, design_criteria.required_hydrologic_hydraulic_software, design_criteria.approved_bmp_categories

Other manuals in Wisconsin: City of Madison, Milwaukee Metropolitan Sewerage District, Wisconsin

Document Metadata

Jurisdiction level

Not found in document

No evidence cited

State

Wisconsin

“Wisconsin Department of Natural Resources”
Page 1

Version / edition

Not found in document

No evidence cited

Adoption / effective date

Not found in document

No evidence cited

Last revised date

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No evidence cited

Relationship to state manual

independent

“Wisconsin Department of Natural Resources Technical Standard”
Page 1

Design Criteria

Design storm return periods (years)

1-year, 2-year, 10-year, 100-year

“the elevation reached by the 2-yr., 24-hour storm event. E. For synthetic liners, follow the manufacturers’ recommendations for installation.”
p. 17

Water quality volume method

Not found in document

“States Department of Agriculture, Natural Resources Conservation Service, Washington, D.C. 1986. NRCS Bulletin No. WI-210-8-16 (Sept. 12, 1988) amended the TR-55 routing graph for Type II storms to include flows outside the original range.”
p. 11

Peak flow calculation method(s)

Not found in document

No evidence cited

Hydrologic/hydraulic software

Not found in document

No evidence cited

Approved BMP categories

Not found in document

No evidence cited