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, . �:... <br /> � " .� <br /> � �� .�,� <br /> ������ �� � � <br /> °� `�t� �a ;�T�� <br /> � �� <br /> �` Q�-���;�Y��,�� �i oseph Olson D.B.A. 5 ��' <br /> �' � ��j..Q�, <br /> �C`Z`���` �rs Olson's--Soil and Percolation Testing <br /> �� Jose�h J. Olson--MPCA License#810 <br /> P�' 11481 Riverview Rd. NE, Hanover, MN 55341 <br /> (763)498-8779 Fax (763) 498-8290 <br /> Revised February 26,201� <br /> Denali Custom Homes <br /> 4565 Bayside Road <br /> Orono,Hennepin County <br /> This on-site Sewage Treatment System is designed to change a Type ],three bedroom house into a Type l, <br /> five bedroom house in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local <br /> ordinances. <br /> __��--------� _. <br /> The periodically saturated soils were locatedr�i inches(mottled soi��Due to the periodically saturated <br /> soils,a pressurized mound system will need to'tie installe o e e septic effiluent. The bottom of the <br /> trcatment area must be located at least 3' above the saturated soii�. . <br /> All neighboring wells are located greater than I00' away from proposed treatment area. <br /> � <br /> The existing mound rock bed is 41 foot long as per city records.The rock bed must be extended 22 fcet for <br /> a total of 63 feet of rock bed.This will confottn to a type 1 five bedroom house.The existing rock bed dces <br /> conform to the three foot separation to the saturated so�. <br /> The soils at a depth of 12"have a percolation rate averaging 13 MPi. <br /> The existing septic tanks must be abandoned and two new 1300 gallon septic tanks need to be installed. <br /> r�---- _ .' .... _.. - <br /> A11 tanks need to be insulated if there is less than two feet of cover over the top of the tanks.Clean outs <br /> must be/in�s�lled o�he end of the laterals for maintenance..t h�/` �V� � 1,2v�f S-G� �,,�, /, ���'�ti'`��r <br /> f'{t v j 1` /`t/F��,7 �s� j�►,� �1 s t f-+u�' �,.....� j ,t!-�f.� /�-�'�n H,.�. .�<?;�:,�t�� <br /> A I�00 gallon pumpmg chamber will nced to be installed to lift the effluent to the treatment area.The ' <br /> power supply and switches must be located outside the manhole and pumping chamber in a weatherproof <br /> enclosure.A warning device must be installed with li;ht and sound devices;this is�g..��ese-e€�-�mp <br /> failure.A flow measurement device must be installed. Including but not limited to �wat �r me event / <br /> counter,running time clocks or electronically controlled dosine. /Q f�,a...• c.. A�.+► 6 t �,!-�vsr.� I�ewteP <br /> __— __ _, �� — <br /> Keep all heavv equipment off of the proposed treatment areas before and after construction.The <br /> area around both sites must be fenced off by the contractor before any construction be�ins.This <br /> Desi�n is not valid and the Svstem will need to be relocated if failure to protect the areas aroposed <br /> for On-Site Sewa�e Treatment occurs. <br /> VVith 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 H�ater and toilet tissue should be <br /> disposed of into the septic tauks.Garbage disposals are not recommended. Additives must not be used;they <br /> may cause harmful damage to your septic system. It is r�s�ded-t�aLy� �n�mp.tl�..t�xLk everv two___ <br /> years for two tanks. i�����s �,�� O �� � � <br /> "'�,a, 3 ��,€��__.��__..�.._�_... <br /> Sincerely, <br /> "'���� �_ �_..��� <br /> _ .. . _ � �_.._ -- <br /> __._ � <br /> e� Joseph J.Olson ; _. <br /> t E �,.�� . .. . _, �..::,� � <br /> , <br /> � <br /> ��^-•-�----�--�--_... ..,_,..-�.. _:_.,.,_.,.....,,.__.-.... � <br /> ��� '1es��d:. �':.n �e�p�'��`C.ti���� <br /> _____.�......._._..,. --__�_._� <br /> _ __ _ __ <br />