1001 N BROADWAY Geotech Report 2018-01-02 MF Import

J-736 �. Page 3 SITE AND SUBSURFACE CONDITIONS Surface Conditions The site as it presently exists is gently rolling with ele- vations ranging from 100 feet to about 66 feet. Topographic data from a survey conducted in 1977 has been transfered to the.Site and Exploration Plan, Figure 1, and shows the general topography of the project site. Vegetation in the valley on the northeast portion of the site consists of a very dense growth of underbrush and 2G to 30 foot high scrub trees. The' remainder of the site is generally covered by grass and brush 2 to 4 feet in height with occasional trees. A wet marshy area is present in a topographic low in the northwest property corner. Approximatel.y 0.5 to 1.0 feet of water was observed on ehe surface at the time of our field explorations. The soil in the wet area wa3 loose and saturated to a depth of 1.2 feet below the ground surface. Old concrete foundation walls and slabs were observed in the locations shown on Figure 1. Piles of mounded rubbles and garbage 3 to 5 feet above the adjacent ground surface were also observed across the site as shown in Figure 1. The south- west area of the property had numerous pits (3 - 5 feet deep) and mounds of soil which apparently are the result of evaluating the capabilities of rental and sales equipment, particularly backhoes, of a nearby construction equipment supplier, Observation of the concrete foundation and evidence of fill over much.of the project site sugge�t thar buried structures such as abandoned foundation or utilities may exist across the site. We also understand that a buried 48 inch sanitary sewer line traverses through the valley area from northwest to southeast in the northeast portion of the site.