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v <br />!_A <br />Page 3 - #120-3932 <br />L <br />r• <br />Basic Industries site and this higher ground extended into the southwest <br /> corner of your property. The present ground surface slopes down slightly <br /> <br />i from the southwest to the northeast with surface elevations at the boring <br /> locations varying from 95.0' to 99.3'. <br />i <br />i. The two westerly borings (l and 4) show relatively shallow depths of fill <br />i overlying coarse alluvium. However, at the remaining boring locations <br /> <br />r <br />+ , <br /> <br />relatively deep fill was encountered. The fill extends to depths ran <br />i <br /> g <br />ng <br /> from.20' to 321. Swamp deposits, consisting of muck, were encountered <br /> below the fill at boring 2 and extend to a depth of 40,21• All of the <br /> borings terminated in the coarse alluvium. <br /> Normall <br /> y, we would expect to encounter swamp deposits between the <br />fill and <br /> the underlying coarse alluvium at borings 3 and 5. It is possible that we <br /> <br /> were unable to recover samples <br />of this soil because the borings were <br />u <br /> p <br />t <br /> down with an auger. The fill consists of miscellaneous debris t <br />i <br />l <br /> yp <br />ca <br />for <br /> a sanitary landfill. , <br />t <br /> GROLND WATER <br />I <br />` Ground water entered all of the borings except boring 4 and the levels and <br /> times of recording are noted on the logs. The ground water level <br /> s can be <br /> expected to fluctuate both seasonally and yearly. <br /> <br />jJ • <br /> ENGINEERING REVIEW <br /> <br />tj <br /> We understand that it is planned to construct a one-story warehouse type <br />} <br /> <br />? <br />structure. We assume the first floor would be some--;hat above the adjacent <br />s <br />F#ihhkay S or at about elevation 98' to 93', to <br />b <br />' <br /> Cu <br />enc;; rar <br />,;. <br />s <br />E <br />i.j <br />