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2004-P07657 - new septic
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025 Orono Orchard Road North - 35-118-23-33-0004
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2004-P07657 - new septic
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Last modified
8/22/2023 4:58:27 PM
Creation date
5/9/2018 11:47:49 AM
Metadata
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Template:
x Address Old
House Number
25
Street Name
Orono Orchard
Street Type
Road
Street Direction
North
Address
25 Orono Orchard Road North
Document Type
Septic
PIN
3511823330004
Supplemental fields
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the Multi-Flo is o er 95% free of the normal sewage contaminants that cause the <br /> progressive failu of conventional systems. The unit will be a 600 gal/day. A trash <br /> trap is installed i front of the Multi-Flo. The unit requires to be serviced 2 times a year <br /> which will be don by Schirmers Wastewater Treatment Systems, Inc. A 2 year service <br /> & parts warranty mes with the purchase of the unit. After that time, the homeowner is <br /> required to carry Service Contract at $150.00 a year (2004 price). A report is sent to <br /> the homeowner, ity, MPCA & Multi-Flo yearly. <br /> A water meter wil need to be installed. <br /> Two inspection pi es will need to be installed, one to the bottom of the sand fill on each <br /> end of the mound and one to the bottom of the rock bed. <br /> Theist tank will b. a 1650 gallon trash trap dosing chamber reversed using the 600 <br /> gallons as a trash trap and the 1000 gallons as a dosing chamber (pump#1) which will <br /> dose 12.5 gallons every 30 minutes with a timer to the Multi-Flo Unit. The effluent will <br /> flow gravity from t e Multi-Flo to the 1500 gallon pumping chamber (pump#2) which <br /> will pressurize the mound system. The power supply and switches must be located <br /> outside the manh•le and pumping chamber in a weather proof enclosure. A warning <br /> device must be in-tailed with a light and sound device, this is in case of a pump failure. <br /> The Mitigation Pla is If hydraulic overloading would occur, a timer could be installed to <br /> reduce the amoun of effluent pumped to the system and also by using the 1500 gallon <br /> pumping chamber :Ilows the effluent to be stored during peak use and pumped to the <br /> system during low ater use periods. There is a 2nd site available for an Other <br /> System. <br /> The soils at a dept of 26" have a percolation rate of 7.5 mpi. <br /> All neighboring wel s are located greater than 100' away from the proposed treatment <br /> area. <br /> y 2 <br />
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