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1993 - Req. for rev. of septic sys. nonconformity
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2700 White Oak Circle - 04-117-23-42-0021
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1993 - Req. for rev. of septic sys. nonconformity
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Last modified
8/22/2023 5:14:17 PM
Creation date
2/3/2020 9:06:32 AM
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x Address Old
House Number
2700
Street Name
White Oak
Street Type
Circle
Address
2700 White Oak Cir
Document Type
Septic
PIN
0411723420021
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u s, te <br /> 1: r <br /> • T..phone 4ramat <br /> • <br /> 4 <br /> 44 <br /> CITY of ORONO• <br /> Post UfRee Box 66•Crystal Ray,Minnesota b8, 9xMueicipal Officio <br /> On the North Shore of Lake Minnetonka ,s, <br /> ?7RONO. <br /> December 28, 1979 <br /> { <br /> Mr. Jason C. Becker <br /> 9200 Wayzata Boulevard <br /> Minneapolis, <br /> Minnesota 55426 <br /> Re: Your letter of December 20, 1979 <br /> Dear Jay: <br /> You do have two 1 ,000 gallon septic tanks. Each one should have an <br /> inspection/cleanout pipe at the inlet end of the first tank and the <br /> outlet end of the second tank. These pipes may have been covered up <br /> when the lot was finish graded and may have been broken off or pushed <br /> aside at that time. The tanks are fairly shallow and using the <br /> dimensions on your drawing you should be able to find the holes in <br /> the tanks by digging down a foot or two. <br /> The 50' water table you referred to is the static water level in your <br /> well. Without getting into it too technically, this level is due to <br /> the water pressure in the sand aquifer in which your well terminates. <br /> The attached drawing should help explain it. The water "table" that <br /> may have some effect on your drainfield is a seasonally perched water <br /> table due to surface runoff water from high ground settling into lower <br /> flat areas and soaking in. The rate and amount of water flowing down <br /> into these lower flat areas is greater than the rate the water can <br /> move downward through the clay layers of soil below the topsoil. This <br /> causes a buildup or saturation of the upper soil layers until the water <br /> gets a chance to move downward. If the saturation level of the soil <br /> increases to where no more water can be absorbed, it is feasible that <br /> further loading of the system (flushing toilets, etc. ) would cause <br /> sewage to overflow the tanks at the inspection pipe or back up into <br /> the house. Not likely, but possible. <br /> Whenever possible we try to get the contractor to keep drainfields in <br /> the more desirable soils. Your existing drainfield was installed so <br /> as to eliminate the use of a pump which is a mechanical device and <br /> therefore prone to failure. If at some future time your present system <br /> drainfield ceases to function properly, you could always pump up to a <br /> new drainfield on higher ground to the southwest of the existing system. <br /> Hopefully this should not be necessary for 20 to 30 years or more. <br /> If you have further questions, please do not hesitate to call or write. <br /> Sincerely, <br /> Michael . Gaffron <br /> Septic System Inst- =c:tor • <br /> MPG:kh <br /> . :x <br />
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