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3955 Watertown Road - 32-118-23-32-0004
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Soil and Percolation Testing
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Last modified
8/22/2023 4:40:37 PM
Creation date
11/21/2019 11:09:46 AM
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House Number
3955
Street Name
Watertown
Street Type
Road
Address
3955 Watertown Road
Document Type
Misc
PIN
3211823320004
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Joseph Olson D.B.A. <br /> Rusty Olson's--Soil and Percolation Tes ' g <br /> Joseph J. Olson--MPCA License #810 <br /> 11481 Riverview Rd. NE, Hanover, MN 55341 <br /> (763) 498-8779 fax (763) 498-8290 <br /> January 17,2013 <br /> Pillar Homes <br /> 3955 Watertown Road <br /> Orono,Hennepin County <br /> Tlu n-site Sewage Treatment System is partially designed for a Type 1, e-bedroom home in <br /> accor ce with the Minnesota Pollution Control Agency Chapter 7080 d local ordinances. <br /> Once the ho a size,location and septic primary and future sites are c sen this design can be completed. <br /> The seasonally sa ted soils were located at 12"-16"(mottled soi .Due to seasonally saturated soils,a <br /> pressurized Mound S em will need to be installed to treat septi effluent.The bottom of the treatment <br /> area must be located at le t 3'above the saturated soils. <br /> The soils at a depth of 12"have ercolation rate averaging 2.6MPI. <br /> Due to limited,space on the tot.Site and Site B are mbined.The absorption areas do not overlap. <br /> All tanks need to be insulated if there is less an two eet of cover over the top of the tanks.A filter needs <br /> to be installed on the second tank.Clean outs m t installed on the end of the laterals for maintenance. <br /> A pumping chamber will need to be installed to th ffluent to the treatment area.The power supply and <br /> switches must be Iocated outside the manhole d pump' chamber in a weatherproof enclosure.A <br /> warning device must be installed with a light d sound devi .this is in case of a pump failure_ <br /> Use 7132 inch perforations on the latera . <br /> Keep all heavy equipment off of the roposed treatment areas before an fter construction.The <br /> treatment area must be fenced off efore construction begins.This Design i of valid&the System <br /> will need to be relocated if failur to protect the areas proposed for the On-Site ewage Treatment <br /> systems occurs. <br /> Nothin2 other than gray wa r.flaundry.showers etc.)Human water and toilet tissue s uld be <br /> disposed of into the se tic nks.Garbage disposals are not recommended.Additives must itbt be <br /> used;they mav cause harikul dams a to vo `se tics stem.It is recommended that you pugin <br /> 7evet,,vo <br /> CITY OF ORONO <br /> SEPTIC PE IT '�L�BVIEW <br /> INSPECTOR - <br /> DAT OW RMIT NO.,Zd, q—Q6j'4 <br /> 10— APP OVED AS SUBMITTED <br /> RAPPROVED WITH CORRECTIONS A4 NOTED <br /> [� NOT APPROVED-CORRECT&RFSUBMIT <br /> These comments are lot your information. All work shall he doge <br /> is full compliance with all upplicable septic and zoning rude. <br /> (Requirements including items not specifically noted in thisrevtetw. <br /> KEEP THIS PLAN SET ON SITE AT ALL TIMES <br />
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