8,255
edits
Changes
Jump to navigation
Jump to search
m
→Geometry and Site Layout
Line 32:
Line 32:
*Gravel beds in which exfiltration systems are installed are typically rectangular excavations with a bottom width between 0.6 and 2.4 m <ref>Greater Vancouver Regional District. 2005. Stormwater Source Control Design
*Gravel beds in which exfiltration systems are installed are typically rectangular excavations with a bottom width between 0.6 and 2.4 m <ref>Greater Vancouver Regional District. 2005. Stormwater Source Control Design
Guidelines 2005. Prepared by Lanarc Consultants Limited, Kerr Wood Leidal Associates Limited and Goya Ngan</ref>.
Guidelines 2005. Prepared by Lanarc Consultants Limited, Kerr Wood Leidal Associates Limited and Goya Ngan</ref>.
−*The gravel beds should have gentle slopes between 0.5 - 1%.
+*The gravel beds should have gentle slopes between 0.5 - 1 %.
*Calculate maximum '''[[flow through perforated pipe]]'''
*Calculate maximum '''[[flow through perforated pipe]]'''
+
===Drawings===
===Drawings===
Standard details for exfiltration trenches have been produced by City of Kitchener and City of Barrie. See [[Drawings]]
Standard details for exfiltration trenches have been produced by City of Kitchener and City of Barrie. See [[Drawings]]