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P1INUTES <br />City Council <br />June 2~4, 1987 <br />Imp. No <br />87-8 <br />(Cont.) <br />Nana Costa asked if some screening could be done from the Slumberland <br />development to her property. <br />Fahey pointed out that the Costa property is industrial and code does <br />not require screening bet~aeen two industrial properties. However, <br />the City would make this request of Larry Lee, the developer of the <br />Slumberland site. Fahey suggested that Costa submit a formal request <br />for screening to the Council. <br />D9r. Blesener introduced the following resolution and moved its adoption: <br />RESOLUTION N0. 87-6-275 - ORDERING IMP. N0. <br />87-8, THE IMPROVEPIENT OF SECTION 5 INDUSTRIAL <br />AREFl AND CE~ITERVILLE ROAD BY WATERP4AIN, SANITARY <br />SEl-0ER, STORM SEWER AND PONDING WITH THE STIPULATION <br />TNAT THE CITY ENGINEER REVIEId THE DRAINAGE OF THE <br />E~lTIRE AREA AND MAKE SURE THERE IS ADEQUATE <br />PONDING PROVIDED AS WELL AS REVIEW AND MAKE A <br />RECOMD1E~IDATION 0~1 THE ASSESSMENT FOR TNE PROPERTY <br />LOCATED UNDER THE NSP POWER LINES <br />~lays (0). <br />Resolution declared adopted. <br />This resolution appears in Resolution Book No. 17, Pages 298 and 299. <br />The foregoing resolution was duly seconded by Mrs. Scalze. <br />Ayes (5) alesener, Scalze, Fahey, LaValle, Collova. <br />Soil The City Engineer reviewed the soil borings report that the City <br />Borings received from tests it ordered in the Centerville Road area. The <br />Centerville Engineer reported that three borings were done on the Bibeau <br />Road Area property and the Dave Frattalone property. Two borings were done <br />on either side of the Al1en Avenue area. The City also has a copy <br />;~genda of the borings report done in 1979 on the Schweitzer property <br />I~.em No. 15 as well as a copy of the report done on the property near DeSoto <br />and Allen when the City was considering this area for location of <br />a water toi~er. <br />The Engineer reported that the results of these borings is that there <br />is clay in the area and this material has low load carrying capacity. <br />The Engineer reported that the capacity appears to be 2,000 pounds. <br />Frank Frattalone reported that with soils capable of supporting a <br />2,000 pound load, load capacity can be increased with spread footings, <br />Frattalone felt that the capacity of the soils could be increased to <br />3,000 pounds with such footings. <br />Frattalone estimated the load of the Slumberland building at between <br />3,000 and 4,000 pounds and pointed out that this building is 20 feet <br />high. Frattalone felt that a one-story industrial building could be <br />constructed on a 2,000 pound load footing. <br />Page -7- <br />