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..uuSLLucL.iuii ui a permanenc residential community or LL5 or <br />r= '' <br />6. <br />more attached units in a second class city. MEQB Rule #6 <br />Reason .for EAW preparation. —M.0 ._A. R. S 3,038 R. <br />List all mandatory category rule'I's which apply: 3.038 R, 3.038 Q. ' <br />►r <br />i' . <br />Estimated construction cost 12,000,000 <br />�. <br />Total project area (acres) 18 or length (miles) <br />�4 <br />Number of residential units 230 or commercial, industrial, or institutional square footage <br />10. <br />Number of proposed parking spaces�3 (258 Garage, 205 Surface) <br />�L. <br />List all known local, state and federal permits/approvals/funding required: <br />Level of v r Go a nment Type of Application Status <br />Federal: None <br />State: Minnesota Pollution .Sanitary Sewer -Application to be submitted as <br />Controll Agency _ Extension Permit necessary. <br />Minnesota Dept. Permit for Water Application to be submitted -as <br />of Health Main Connection necessary. <br />Local: City of Roseville PUD Approval Pending review by the Planning <br />Grading Permits Commission & City Council <br />Building Permits <br />Is thed 0 <br />proposed <br />P p project inconsistent with the local adopted comprehensive land use <br />Ian or any y other adopted plans. ❑ No Yes <br />If yes, explain: <br />A comprehensive plan amendment is being sought by the developer at the <br />Oct. 24, 1988 Roseville City Council Meeting. A plan change is expected <br />at that time. <br />1 3. <br />Describe current and recent ;, ast land use and development on and near the site. <br />See attached Exhibit 13 <br />14t <br />Approximately how many acres of the site are in each of the following categories? <br />(Acreages should add up to total project area before and after construction.) <br />Before After Before After <br />Forest/Wooded _0 0 Wetland (types 3.8) 0 0 <br />Cropland _0 _ 0 - _ Impervious Surface _ U 7 <br />_ <br />Brush/grassland i 11 _. Other (specify) <br />• <br />Describe the soils on the site, giving the SCS soil classification types, if known. <br />Typical soils in the area are a mix of silty sand mixed with gravel. More extensive <br />testing of the soil will be done by standard penetration borings before construction <br />begins. It appears the soils are generally suitable for conventional spread <br />s <br />footing foundations. <br />16. <br />Does the site contain peat soils, highly erodible soils, steep slopes, sinkholes, shallow <br />limestone formations, abandoned wells, or any geologic hazards? If yes, show on site <br />map and explain: No ❑ Yes <br />The site is relatively flat ranging from an elevation of 940 to 942 over 95% <br />of the site with a slight rise to 946 on the northerly port -,'on of the east <br />property line. <br />P7. What is the approximate depth (in feet) to: <br />a, groundwater min. avg, b, bedrock 10.-4min. avg. — <br />10'-15, <br />