Laserfiche WebLink
<br />I, <br />I <br />t <br />I <br />I <br />I <br />I <br />t <br />I <br />I <br />I <br />I <br />I' <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Transport Tire, Inc. <br /> <br />-4- <br /> <br />Harch 1,. 1983 <br /> <br />The soil samples obtained in this exploration program will be retained in <br /> <br />our laboratory for a period of sixty (60) days after the date of this <br /> <br />report. If further instructions with regard to the disposition of the <br /> <br /> <br />samples has not been received within this time, the samples will be <br /> <br />discarded. <br /> <br />SITE CONDITIONS <br /> <br />The general elevation Within this lot varies from an approximate elevation <br /> <br />of 906 to 892 ft. The higher elevations appear to be a result of fill <br /> <br />material being placed on the northern portion of the site. We understand <br /> <br />that this fill has been in place for at least 5 years. The proposed <br /> <br />building area will be within this fill area. <br /> <br />The generalized soil conditions can be described as follows. <br /> <br />Boring 1 encountered 7 ft of a dark brown clayey sand fill frozen to 3.5 ft <br /> <br />and in a medium dense condition below 3.5 ft. Underlying the clayey sand <br /> <br />from.7 to 12 ft was brown and reddish-brown fine sand in a medium dense <br /> <br />condition. From 12 to 15.5 ft was a brownish-gray silty fine sand and silt <br />in a medium dense condition. <br /> <br />STS Consultants, Ltd. <br />