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The MPCA review identified one CERCLIS (M4) and three MPCA-1980 Metropolitan Area Waste Disposal site Inventory sites (M1, M2 and M3) wi thin a one-mile radius of the Property. The locations of these potential sources are summarized below and on Table 1 and identified on Figure 1. (M1) Paul's Place Demolition site, southwest of the Snelling Avenue and Lydia Avenue intersection,Roseville; (M2) Midwest Brass & Aluminum Foundry Waste Dump site, vicinity of the Snelling Avenue and cummings Lane intersection, Arden Hills; (M3) Hotline complaint (H-57) Polar Locker Plant, 2561 North Snelling, Roseville and (M4) Abandoned house in Roseville, 2500 North Fairview Avenue, Roseville. sites recorded in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) are those included on the U. S. EPA' s data base of potential or actual hazardous waste sites nationwide. Sites included on the MPCA - 1980 Metropolitan Area Waste Disposal Site Inventory are abandoned dumps, demolition sites, tree disposal sites, fly ash sites, foundry sand and slag sites, surface impoundments and other dumps recorded on USGS topographic maps and Hudsons Street Atlas for the area. Most of these sites were discovered prior to the creation of the MPCA, and detailed information about them is generally not available. , The file evaluation also included a review of the Underground Storage Tank Information system data base, which contains information about underground storage, leaks, and spills of petroleum products and/or hazardous substances. six spills have been reported within a one-mile radius of the Property since 1989. These spills are listed in Table 1 and the locations are shown on Figure 1. 1 I None of these potential sources should impact soil and/or ground-water quality at the Property, given what is known about their location to the Property and local topography and hydrogeology. Ground-water flow direction at locations M1 and M2 is expected to be away from the Property to the northwest, towards Little Lake Johanna and Lake Johanna, respectively. Ground-water flow direction under M3 is expected to be in a northly direction toward the depression immediately north and northwest. Shallow ground-water flow under M4, Sl, S3, S4, S5, and S6 is expected to be along a drainageway that runs to the north into a small swampy area northwest of the sites and west of Snelling Avenue as shown in Figure 1. Ground-water flow direction beneath S2 is expected to be towards the north and Lake Josephine. J I I I I