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the upper 2.0' of soils on the site. The existing soil must be tested prior to mass excavation to <br /> determine whether the soils contain arsenic and/or lead levels that require further actions such <br /> as the preparation of a plan for worker protection and soil disposal sites and/or methods. <br /> The completed geotechnical report is included as Appendix G. <br /> 2.4 GROUND COVER <br /> The existing site is almost entirely covered by impervious surface (88% of the total lot area).The <br /> surface coverage types are summarized in Table 2-1 below. Refer to Appendix A for a map of the <br /> existing surface coverages. <br /> Table 2-1: Existing Surface Coverage <br /> . Area (SF) <br /> Rooftops 7,523 <br /> Pollution Generating Impervious Surfaces 4,911 <br /> Non-pollution Generating Impervious Surfaces 742 <br /> Landscape 1,814 <br /> Total Site Area 14,990 <br /> There are several significant trees on the site, clustered in the northwest corner and along the <br /> south property line. Other vegetation is limited to small planter areas adjacent to the building and <br /> along the southern property line. <br /> 2.5 CRITICAL AREAS <br /> There are no critical areas on or adjacent to the project site. <br /> 2.6 ADJACENT AREAS <br /> The site is bordered by a bus transit center to the north, an alley to the east, 10t''St to the south, <br /> and Broadway to the west. <br /> 3 SITE DEVELOPMENT PLAN WITH ON-SITE STORMWATER MANAGEMENT <br /> t <br /> This project is required to evaluate the feasibility of Onsite Stormwater Management BMPs <br /> (Minimum Requirement#5). Due to the limited setback of the building from the property line (0' - <br /> 12')the required setback of 10' from any structure or property line for Onsite Infiltration Areas, <br /> Raingardens, Downspout Dispersion Systems, Concentrated Flow Dispersion, or Sheet Flow <br /> dispersion cannot be met. Additionally, site is underlain by very dense glacial till which indicates <br /> that there is little potential for stormwater infiltration. <br /> The Onsite Stormwater Management BMP that will be implemented is BMP 12.20- Post- <br /> Construction Soil Quality and Depth.This includes all proposed landscape and lawn areas. <br /> EVCC STUDENT HOUSING-STORMWATER SITE PLAN-REVISED.DOCX 6 � <br />