| − | [[File:Pond soccer field combined.png|500px|thumb|right|Multiuse soccer field and intermittent detention pond in Montana, during a dry period (top) and after rainfall (bottom) (TD & H Engineering, 2025)<ref>https://tdhengineering.com/project/upgf-multiuse-athletic-field-intermittent-storm-water-detention-pond/</ref>.]] | + | [[File:Pond soccer field combined.png|300px|thumb|right|Multiuse soccer field and intermittent detention pond in Montana, during a dry period (top) and after rainfall (bottom) (TD & H Engineering, 2025)<ref>https://tdhengineering.com/project/upgf-multiuse-athletic-field-intermittent-storm-water-detention-pond/</ref>.]] |
| | [[File:Drypondsign.png|200px|thumb|Signage should be erected at the entrances to the dry pond and at locations highly visible to the public to identify the site as a stormwater management facility and raise awareness of the function and potential hazards of the facility (City of Toronto, 2015)<ref>City of Toronto. 2015. Landscape Design Guidelines for Stormwater Management Ponds. https://www.toronto.ca/wp-content/uploads/2017/11/913f-ecs-specs-landscape-Landscape_Design_Guidelines_SWM_Ponds_Sep2015.pdf</ref>.]] | | [[File:Drypondsign.png|200px|thumb|Signage should be erected at the entrances to the dry pond and at locations highly visible to the public to identify the site as a stormwater management facility and raise awareness of the function and potential hazards of the facility (City of Toronto, 2015)<ref>City of Toronto. 2015. Landscape Design Guidelines for Stormwater Management Ponds. https://www.toronto.ca/wp-content/uploads/2017/11/913f-ecs-specs-landscape-Landscape_Design_Guidelines_SWM_Ponds_Sep2015.pdf</ref>.]] |
| − | Where temporary storage of water occurs on the surface, the depth and rate of rise of the water should be sufficiently low that risks are minimized for site users, especially since the temporary nature of the storage facility will mean that the public are not accustomed to its presence. A risk assessment should be undertaken of the frequency and rate of flooding to a range of inundation depths in order that public safety is not jeopardised. <ref name=Ballard>Ballard, B. W., Wilson, S., Udale-Clarke, H., Illman, S., Scott, T., Ashley, R., & Kellagher, R. (2015). The SuDS Manual. London.</ref> | + | Where temporary storage of water occurs on the surface, the depth and rate of rise of the water should be sufficiently low that risks are minimized for site users, especially since the temporary nature of the storage facility will mean that the public are not accustomed to its presence. A risk assessment should be undertaken of the frequency and rate of flooding to a range of inundation depths in order that public safety is not jeopardised (Ballard et al., 2015). <ref name=Ballard>Ballard, B. W., Wilson, S., Udale-Clarke, H., Illman, S., Scott, T., Ashley, R., & Kellagher, R. 2015. The SuDS Manual. London.https://www.scotsnet.org.uk/__data/assets/pdf_file/0023/51764/CIRIA-report-C753-the-SuDS-manual-v6.pdf</ref> |