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SITF. 71V I G'►.T. Nr RE-'ORT <br />?C R DICK HCNEI L <br />CRC`:0, 1:IN1; 73M. <br />TRACT B. R.L.S. :1 Inc- <br />C-2u-vim <br />Or. se} tensber 21 -25, lcjr.3 six percolation moles were taken <br />acid 3 soil borings drilled on the al-ce preYerty according to <br />the zrcvisions of individual Sewage treatment Systei, Stundt:rds <br />(WPC-40) in order tc find both a prinary end an alternate site <br />for f: drainfield. <br />The lot is on a steer slol,e but there is a fluter area <br />In the south middle where we tested. Although this area is <br />still a little steep, the soil conditions of clay soils on <br />top with a pore permeable layer 4-5 feet deep would tend to <br />discourage si' .ill seepage. <br />Rnother oblem is drainage through the site since there <br />Is a small.,,s le near soil boring 3 where a higher possible <br />water table exists. However, with proper drainage away from <br />the proposed house and rerouting of runoff water coming from <br />the south, the possible high water table in this area coulu <br />be lowered. <br />The percolation holes were dug 6 inches in diameter to <br />3-3.5 feet deep and had n average percolation rate of 22.3 <br />Minutes per inch, which would allow a standard system if the <br />runoff i. diverted. The soil borings were dug 6 inches in <br />diF--.eter to the 4 foot depth and 3 inches in diameter to the <br />remaining deoth- <br />If any additional information is needed, please contact <br />me. ;-.lso, once the house s'.e and location is known, a design <br />of the system, should be made. <br />Sincert.Ly, <br />PERCOR, INC. <br />Mark S. Gronberg, ;;.E. <br />