2600 FEDERAL AVE 2021 PORT OF EVERETT 2025-09-29

Autodesk® Storm and Sanitary Analysis 2016 - Version 12.0.42 (Build 0) ----------------------------------------------------------------------------------------- Project Description File Name ........ .. . . . . . . . 20210503 Conveyance and Backwater Model DRAFT.SPF Analysis Options Flow Units ....... .. . . . . . . . cfs Subbasin Hydrograph Method. EPA SWMM Infiltration Method . . . . . . . SCS Curve Number Link Routing Method . . . . . . . Hydrodynamic Storage Node Exfiltration. . None Starting Date ...... . . . . . . . MAY-03-2021 00:00:00 Ending Date ...... .. . . . . . . . MAY-04-2021 00:00:00 Antecedent Dry Days . . . . . . . 0.0 Report Time Step . .. . . . . . . . 00:05:00 Wet Time Step ...... . . . . . . . 00:05:00 Dry Time Step .... .. . . . . . . . 01:00:00 Routing Time Step ... . . . . . . 1.00 sec ************* Element Count ************* Number of rain gages . . . . . . 0 Number of subbasins . . . . . . . 4 Number of nodes ...... . . . . . 9 Number of links .... . . . . . . . 7 Number of pollutants . . . . . . 0 Number of land uses . . . . . . . 0 Subbasin Summary Subbasin Total Equiv. Imperv. Average Raingage Area Width Area Slope ID acres ft o % ------------------------------------------------------------------------ MAJORITY M 38.32 1000.00 100.00 2.0000 - Sub-02 1.08 50.00 100.00 2.0000 - Sub-03 0.38 50.00 100.00 2.0000 - Sub-04 3.86 50.00 100.00 2.0000 - ************ Node Summary ************ Node Element Invert Maximum Ponded External ID Type Elevation Elev. Area Inflow ft ft ft2 ------------------------------------------------------------------------------ Jun-03 JUNCTION 6.84 17.27 0.00 Jun-04 JUNCTION 2.55 17.00 0.00 Jun-05 JUNCTION 7.07 15.02 0.00 Jun-06 JUNCTION 7.84 15.02 0.00 Jun-08 JUNCTION 6.64 14.00 0.00 Jun-09 JUNCTION 7.84 15.00 0.00 Jun-10 JUNCTION 7.68 13.60 0.00 Out-A OUTFALL 3.97 5.47 0.00 Out-M OUTFALL 6.56 9.56 0.00 Autodesk Storm and SanitafyAnalysis