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P1 <br />Proposed to Basin <br />P2 <br />Proposed to Basin <br />P2A <br />Direct <br />P3 <br />Proposed to Basin <br />P3A <br />Proposed to Basin <br />P4 <br />Direct from North <br />P5 <br />Offsite Direct <br />P6 <br />Southwest corner <br />1R <br />Proposed to Offsite <br />CB3 <br />Inlet at street <br />P1i <br />Infiltration Basin 1 <br />P2i <br />Infiltration Basin 2 <br />P3i <br />Infiltration Basin 3 <br />Routing Diagram for 24021_Idyllvale_PR <br />Prepared by Civil Methods, Inc., Printed 10/23/2024 <br />HydroCAD® 10.10-5a s/n 07283 © 2020 HydroCAD Software Solutions LLC <br />Subcat Reach Pond Link <br />24021_Idyllvale_PR <br /> Printed 10/23/2024Prepared by Civil Methods, Inc. <br />Page 2HydroCAD® 10.10-5a s/n 07283 © 2020 HydroCAD Software Solutions LLC <br />Rainfall Events Listing <br />Event# Event <br />Name <br />Storm Type Curve Mode Duration <br />(hours) <br />B/B Depth <br />(inches) <br />AMC <br />1 2-Year MSE 24-hr 3 Default 24.00 1 2.86 2 <br />2 10-Year MSE 24-hr 3 Default 24.00 1 4.26 2 <br />3 100-Year MSE 24-hr 3 Default 24.00 1 7.32 2 <br />158