Laserfiche WebLink
I <br /> I <br /> Table of Contents <br /> IPROJECT OVERVIEW 3 <br /> EXISTING IMPROVEMENTS 3 <br /> I <br /> PROPOSED IMPROVEMENTS 3 <br /> DESIGN CRITERIA 3 <br /> I <br /> SITE LOCATION 4 <br /> DRAINAGE BASIN, SUBBASINS, AND SITE CHARACTERISTICS 5 <br /> I <br /> DRAINAGE BASIN 5 <br /> SUBBASINS 5 <br /> I <br /> SOILS 6 <br /> MINIMUM REQUIREMENTS SUMMARY 7 <br /> I EXISTING CONDITIONS 15 <br /> EXISTING STORMWATER RUNOFF 16 <br /> PROPOSED CONDITIONS 17 <br /> I <br /> PROPOSED STORMWATER RUNOFF 18 <br /> OFFSITE ANALYSIS 21 1 <br /> TASK 1: STUDY AREA DEFINITION AND MAPS 21 <br /> TASK 2: RESOURCE REVIEW 22 <br /> ITASK 3: FIELD INSPECTION 23 <br /> UPSTREAM ANALYSIS 23 <br /> IDOWNSTREAM ANALYSIS 23 <br /> TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS 31 <br /> I <br /> TASK 5: MITIGATION OF EXISTING OR POTENTIAL PROBLEMS 31 <br /> FLOW CONTROL, LID, AND WATER QUALITY ANALYSIS AND DESIGN 32 <br /> I EXISTING SITE HYDROLOGY 32 <br /> DEVELOPED SITE HYDROLOGY 32 <br /> ION-SITE STORMWATER BMPS 33 <br /> FLOW CONTROL SYSTEM 35 <br /> I WATER QUALITY SYSTEM 37 <br /> 100-YEAR FLOOD/OVERFLOW CONDITION 48 <br /> CONVEYANCE SYSTEM ANALYSIS AND DESIGN 49 <br /> ISPECIAL REPORTS AND STUDIES 50 <br /> CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN 51 <br /> INAVIX Everett VA Clinic— Everett, WA 1 <br />