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Page -9* <br />POTENTIAL OF SOILS FOR ON-SITE WASTE TREATMENT <br />According to the reconroended "Ordinance and Code Regulating Individual <br />Sewage Disposal Systems" published by the Minnesota Department of Health <br />in 1971 **No soil absorption system shall be installed in an area i^ere <br />the watertable is at any time less than 6 1/2 feet below ground level <br />or 4 feet below the bottom of the drain field trench". <br />This line of thinlcing has changed somewhat over the past 6 years to re­ <br />flect research results conducted in various areas of the county. The <br />proposed Minnesota Pollution Control Agency WPC-40 "Individual Sewage <br />Treatment Systems Standards" states only that "The bottom of trenches <br />and beds shall be at least three feet above the watertable or bedrock** <br />and allows for installation of additional innovative systems other than <br />the standard subsurface trmich system to meet this recjuirement. <br />An example of the innovative systems is the mound system. In the mound <br />systm the seepage bed or trench is elevated by the use of sand fill to <br />provide the 3 foot separation distance between the bottom of ^e seqpage <br />trench and a barrier layer such as the watertable or bedrock. <br />In the preliminary *'Recomn^ed Practices for On-Site Sewage Treatment <br />Systems** prepared by the City of Orono the 3 foot separation distance <br />is implied when the highest point of groundwater must be greater than <br />5 feet for installation of a standard soil absorption system. <br />Concern about tMs minimum separation distance is due to the fact that <br />it takes approximately 3 feet of unsaturated soil material to properly <br />treat the septic tank effluent, toce the septic tank effluent reaches <br />a watertable treatment of the effluent ceases. This results in the ores <br />ence of a polluted water body near the surface. Additional iiqjuts of <br />effluent and natural water in the area may result in surfacing of the <br />effluent and/or the backing up of the effluent into the house. TTiis ere <br />ates not only a nuisance to the home owner, but can also pose a health <br />hazard if the surrounding area is well populated. <br />The best indicator available for determining the maximum height of a <br />seasonal watertable which often occurs in the soils of Hennepin COunty <br />is the presence of soil mottles. Mottling is a distinctive coloration <br />of grey with red and yellow splotches in the subsoil. Any investigation <br />of a proposed soil absorption (treatment) system site should include a <br />determination of the depth at i^ich soil mottles occur. With this back­ <br />ground the potential of the original soils mapped in this development ar< <br />for treatment of septic tank effluent will be discussed. <br />Areas of Peaty muck soils indicated by dark blue on the accompanying soils <br />werlay are found in wetlands. The watertable in these organic soils <br />is above or near the surface the entire year. These areas are unsuitable <br />for the installation of any soil absorption system. <br />>1 <br />' • .• f; <br />a <br />r;;-: 4;'-A <br />f..■Mi <br />mm <br />The C <br />soils <br />with! <br />durir <br />in tY <br />The n <br />Howev <br />for t <br />absoi <br />Areas <br />on t> <br />this <br />3 fee <br />of ar <br />at a <br />Nessc <br />seasc <br />dical <br />atior <br />be ms <br />recon <br />mott] <br />shall <br />The I <br />the n <br />tabl< <br />of tl <br />evid< <br />the ] <br />mean* <br />stanc <br />Shor< <br />seas( <br />rate* <br />this <br />eith< <br />Erin <br />high <br />in e: <br />an ii <br />canni <br />a se: <br />m