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2014 - Soil & Percolation Testing
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2014 - Soil & Percolation Testing
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Last modified
8/22/2023 4:35:44 PM
Creation date
2/13/2020 10:24:49 AM
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Address
House Number
2360
Street Name
Willow Hill
Street Type
Drive
Address
2360 Willow Hill Dr
Document Type
Septic
PIN
0311723230023
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ORONO COPY <br /> 2.014--taaY <br /> Joseph Olson D.B.A. <br /> Rusty Olson's--Soil and Percolation Testing <br /> Joseph J. Olson--MPCA License#810 <br /> 11481 Riverview Rd.NE,Hanover,MN 55341 <br /> (763)498-8779 Fax(763)498-8290 <br /> Revised February 4,2014 <br /> September 22,2011 <br /> Jeff&Paula Bata <br /> 2360 Willow Drive <br /> Orono,Hennepin County <br /> This on-site Sewage Treatment System is designed for a Type 1,Five bedroom home in accordance with the <br /> Minnesota Pollution Control Agency Chapter 7080 and local ordinances. <br /> The periodically saturated soils were located at 24-28 inches(mottled soil).Due to The periodically saturated <br /> soils,a pressurized Mound System will need to be installed to treat septic effluent.The bottom of the <br /> treatment area must be located at least 3' above the saturated soils. <br /> The soils at a depth of 12"have a percolation rate averaging 3 MPI. <br /> All neighboring wells are located greater than 100'away from proposed treatment area. <br /> A lift pump will need to be installed in the lowest level to keep the tanks 50 feet from the wetland. <br /> All tanks need to be insulated if there is less than two feet of cover over the top of the tanks.Clean outs must <br /> be installed on the end of the laterals for maintenance. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area.The power supply and <br /> Switches must be located outside the manhole and pumping chamber in a weatherproof enclosure.A warning <br /> device must be installed with light and sound devices;this is in case of a pump failure. The manifold and <br /> supply line must have back drainage to the pumping chamber. <br /> Keep all heavy equipment off of the proposed treatment areas before,during and after construction. <br /> The area around both sites must be fenced off by the contractor before any construction begins.This <br /> Design is not valid and the System will need to be relocated if failure to protect the areas proposed for <br /> On-Site Sewage Treatment occurs. <br /> With proper installation and maintenance,this system should have no problem in treating septic effluent <br /> effectively.Nothing other than gray water,(laundry,showers,etc.)Human water and toilet tissue should be <br /> disposed of into the septic tanks.Garbage disposals are not recommended.Additives must not be used;they <br /> may cause harmful damage to your septic system.It is recommended that you pump the tanks every two years <br /> Sincerely, <br /> Thkcf Sibc dlitoti <br /> Joseph J.Olson CIT OF ORONO <br /> SEPTIC PEWIT LAN REVIEW <br /> INSPECTOR <br /> DATE z z- ly PEEWIT NO. <br /> THIS SYSTEM IS DESIGNED FOR EJ APPROVED AS-1S.1.4 . > <br /> [] APPROVED K+F�H�K .i t 'NC AS NOTED <br /> ,.:,.BEDROOMS. ANY INCREASE IN NUMBER n NOT APPROVED-01'e . I‹ISILIy1IT <br /> Of BEDROOMS INVALIDATES THIS DESIGN. These comments ere with <br /> all <br /> a in „ork shall he done <br /> in full compliance with ull upplica .c ,rptic,uid Toning code. <br /> Requirements including items not no;cd in this review. <br /> I'I ITIS PLAN SET ON SI l 1. \f:ALF il\ll S <br />
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