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other end and one on the east end. Mr. Havanaugh s ed he <br />f did bores es in the and ediate <br />area t were 4 '/z inches. He was able to go down the to eight i on the north ed g a of the septic <br />hit anything. He did not witness anything � that pit. There has been <br />where the system would start, and did not observe anything g P <br />some activity there, and there has been a report that this has wrecked been <br />sr scraped, used and <br />stored on Mr ,Havana does not ugh stated sand essentially g et <br />you wreck the <br />picked up and moved someplace. When you move things with t soil will do, so you <br />soil; when you put fill on top of the soil you do not kgested <br />cannot put a septic there for that reason. If they were to gThe there it was <br />room go d a <br />and dig up the whole area it will wreck the whole perimeter room <br />where a and <br />couple of trenches that are a little ld al� some perk testsn His opinion is tha this is <br />would not wreck the field. They y <br />a sand drain field just like there would be at a house, but aclot b i h = occupancy o <br />e everyone goes by the University Manual. You <br />number of <br />square footage in office space; in warehouse space you e esti at edn more a t ank <br />people that will be in there. The estimates can be tweaked. They could <br />storage °pia theestiMate calls ° for to allow for more settling up ip <br />necessary, but it is an option. They could have a wider drain field. He does not believe <br />tion is a good idea. As far as jut putting in a drain field with a drop box t <br />could g <br />could easily add a couple more trenches. He thinks the soil is very sound in this location. <br />He walked`mthe whole area didn t see anything really disru <br />Chairperson ixt requeste an es to of the size of drain el that would e needed. <br />. <br />Associate Planner Mines indic she ha talked to Stev <br />° ettmer and Mile McDowell <br />about <br />thdrain field. Mr. Lettmeruses the U of .M estimated,flow rate chart. The sizing <br />' <br />estimated by Mr.'Havanaugh is pretty close to what Mr _. Learner. indicated, with the <br />p ossibility of more employees being added to the estimated number of employees. 2,200 <br />would be a good estimate for the size of the drain field. <br />Chairperson Nixt asked how many square feet are available to locate the 2,200 square <br />foot estimated drain field. <br />Associate Planner Dalnes replied approximately one acre. <br />Chairperson Nixt indicated he would not hold the approval up with 50,000 square feet of <br />space <br />available space to site the drain field, as 2,200 ived, and could beda estimate contingency ngencyeof the quare feet is a <br />needed. This issue clearly needs to be particularly where there is <br />approval. He expressed concern about private septic � the near future. <br />not an anticipated connection to the MUSA any <br />Commissioner Brauer questioned the developer disagreeing with the soil tester he hired <br />who has said more testing needs to be done. <br />Associate Planner Daines explained the tests need to be narrowed down to the area where <br />the septic system will be proposed. <br />