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File No. 20-3644-01 S'Fn KLEINFELDER <br /> June 30, 1992 <br /> "The history of past uses in the project area to assess potential <br /> problems;" (C-4) : <br /> Reference is made to Plate I of this report which shows the <br /> location of the proposed subdivision. At the time of our <br /> field testing, the subdivision site had been recently disced. <br /> The site is surrounded by residential, ranchette-type <br /> development to the north, east and south. Commercial <br /> developments are present adjacent to the southwest corner of <br /> the site and northwest of the site at Highway 99 and Eight <br /> Mile Road. <br /> On June 22, 1992 , a representative of our firm visited three <br /> residences located at the approximate locations indicated on <br /> Plate I. The purpose of the visits was to obtain information <br /> on septic system use and problems with this method of sewage <br /> disposal. Residents questioned at the locations visited <br /> reported having no problems with the performance of their <br /> septic systems. The resident questioned at location 2 <br /> indicated that they will be replacing their 16-year old <br /> system with a larger system in the near future. All three <br /> residents questioned indicated that their water was of "good" <br /> quality. The residence at location 1 is on the city water <br /> system, and the remaining two residences have private wells. <br /> Our representative also performed a review of County septic <br /> system permit records. The records do not indicate any <br /> recent permits for the older residences in the site area. <br /> However, one residence and a church located south of <br /> Quashnick replaced an old septic tank and constructed a new <br /> septic system, respectively, in 1991. <br /> ITEM C-2• <br /> "The suitability of the soil for development utilizing septic <br /> systems;" <br /> On June 17, 1992, representatives of our firm drilled and <br /> set-up one approximate 3-foot, one approximate 8- to 10-foot, <br /> and one approximate 15-foot deep percolation test hole on <br /> eight of the proposed twenty-four lots at the approximate <br /> locations indicated on Plate I. The test holes were drilled <br /> with a truck-mounted drill rig equipped with 6-inch diameter, <br /> continuous-flight augers. Perforated PVC pipe was inserted <br /> into the test holes to reduce disturbance when adding water. <br /> The day before the percolation tests were performed, our <br /> representative returned to the site and filled the test holes <br /> with relatively clean water and left them to soak overnight. <br /> On June 18, 19, and 22 , 1992, our representative returned to <br /> the site to perform the percolation tests. Three lots each <br /> copyright 1992 Kleinfetder, Inc. Page 2 of 4 <br />