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06-09-1980 Planning Packet
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06-09-1980 Planning Packet
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TO; <br />FROM; <br />DATE; <br />ir <br />Jeanne Mabusth, Zoning Administrator <br />Michael P. Gaffron, On-Site Systems Manager <br />May 19, 1980 <br />556 <br />SUBJECT; Septic System - Subdivision #556, Richard Hawkinson <br />4625 West Branch Road <br />INTRODUCTION <br />This is a subdivision to create one new 4-5 acre buildable lot from an <br />existing lot. Preliminary soil testing indicates heavy, seasonally <br />saturated clay soils over most of the new lot. A mound-type drainfield <br />would be required by our ordinances due to the high seasonal water table. <br />Briefly, the owner wishes to install a shallow-trench drainfield which <br />would be less costly than a mound due to lack of a pressure distribution <br />system. The shallow trench system would not keep the 3-foot required <br />vertical separation distance between the highest known zone of saturation <br />and the bottom of the treatment system. <br />Dr. Roger Machmeier and James L. Anderson of the University of Minnesota <br />Extension Service, the property owner and I have discussed the possibility <br />of using this site for an experimental shallow trench system. The <br />University is willing to monitor the system and has made recommendations <br />for system design and location on the site. However, they are making <br />no assurance that the system will work correctly. <br />This presents the City with an opportunity to be involved in some much- <br />needed research as to the separation distances required between a <br />drainfield and the seasonal zone of saturation in heavy clay soils, <br />where the permanent water table is generally very deep. My main concern <br />from the City's standpoint is to ensure that an adequate alternative <br />method of sewage treatment can be provided should the experimental <br />system fail. <br />BACKGROUND <br />In Orono, heavy clay soils are abundant, as you are aware. Soil <br />scientists are fairly certain that sewage is adequately treated by <br />filtration through dry clay soils, and that the most vexing problem <br />is to move the effluent through the soil to assure filtration. Commonly, <br />during periods that the soil is saturated, no additional water (or <br />septic tank effluent) can be absorbed by the soil, hence effluent backs <br />up into the house or seeps to the surface. On hilly ground this period <br />of saturation often occurs only during the spring thaw or after heavy <br />extended rains. On level ground the saturation may have a more prolonged <br />effect (i.e. Medina Morningside's Cordova soils).
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