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2002-P04904 - new septic system
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795 Ferndale Road North - 36-118-23-12-0014
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2002-P04904 - new septic system
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Last modified
8/22/2023 5:01:07 PM
Creation date
9/7/2016 1:26:27 PM
Metadata
Fields
Template:
x Address Old
House Number
795
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
795 Ferndale Road North
Document Type
Septic
PIN
3611823120014
Supplemental fields
ProcessedPID
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S�P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 <br /> 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 <br /> FAX (763)-497-5011 <br /> State License #394 <br /> February 11, 2002 �►�r�� <br /> �EtT�C �r�' <br /> 't'8 a_',...;-.�.�.,..���rM.�rr��rir <br /> James & Kathy Blazier ������, <br /> 795 Ferndale Rd. No. � ��rt�sMM! <br /> Orono, Henn. Co., MN '�'w"""""""'�e�".�'�'�M'""�"u�t�rrl' <br /> Y tW�w,rW M1+�tMar�bw�M+M swM�� <br /> ����Il�t��ii•'1�l�M�nM► <br /> This site has an existing on-site sewage treatment system which is hydraulically <br /> overloaded and backing into the home. The system is classified as failed and is an <br /> imminent health hazard which must be repaired or disconnected within 10 months. The <br /> existing tanks are block type, non water tight which must be abandoned, pumped and <br /> filled with soil. <br /> This on-site sewage treatment system is designed for a Type 1, four bedroom home, in <br /> accordance with the Minnesota Pollution Control Agency Chapter 7080 and local <br /> ordinances. <br /> The soils on this site are a clay loam. The seasonally saturated soils were located at <br /> 24" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System <br /> will need to be installed to treat septic effluent. The bottom of the rock must be located <br /> at least 3' above the saturated soils. Due to limited space available, the absorption <br /> area of the mound will need to be 20' from the north property line and the toe of the <br /> mound 11' from the north property line. The south end of the toe of the mound is 8' <br /> from the asphalt driveway. This will need approval from the City. <br /> The soils at a depth of 12" have a percolation rate of 26.7 mpi. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area. <br /> The power supply and switches must be located outside the manhole and pumping <br /> chamber in a weather proof enclosure. A warning device must be installed with a light <br /> and sound device, this is in case of a pump failure. <br /> 1 <br />
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