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1995-007071 - replace system
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90 Myrtlewood Road - 36-118-23-33-0012
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1995-007071 - replace system
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Last modified
8/22/2023 5:03:10 PM
Creation date
8/2/2017 2:41:52 PM
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x Address Old
House Number
90
Street Name
Myrtlewood
Street Type
Road
Address
90 Myrtlewood Road
Document Type
Permits/Inspections
PIN
3611823330012
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t � c.,�c�.�.r�J � <br /> S�f r.� <br /> S-,P. T�STlNG� 11r C. Steven B. Schirmers — MPCA Cert. No. 627 <br /> 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 <br /> May 21, 1994 <br /> Kevin Thompson <br /> 90 Myrtlewood Rd. <br /> Orono, Henn. Co. , MN <br /> This On-Site Sewage Treatment System is Designed for a Type 1, three <br /> bedroom home Designed in accordance with the Minnesota Pollution <br /> Control Agency Chapter 7080 and local ordinances . <br /> This site has an existing failing system due to being too small & <br /> located in a high seasonally high water table. The bottom of the <br /> system is in standinq water. The system consists of holdinq tanks <br /> with 1 possibly 2 trenches which are located in the wooded area. <br /> Effluent is surface discharging at the south end of the system. <br /> The rock is approx. 12" below the ground surface. Gn-Site Sewage <br /> Treatment systems do not fail over night, it takes a period of <br /> several years , when located in such conditions, approx. 7 to 10 <br /> years . With the size of the system, it is highly likely that <br /> surface discharging has occured for some time in the wooded area. <br /> The soils on this site are SCS soils mapped - HbB - Hayden loam. <br /> A seasonally high water table was located at 16" to 20" , (mottled <br /> soil ) . Due to the seasonal.ly high water table , a Pressurized <br /> Mound System will need to be installed. The bottom of the rock <br /> bed must be located at least 3 ' above the seasonally high water <br /> table. Approval will be needed for a 40 ' setback from a wetland, <br /> 10 ' from the property line along Hwy. 12 & 15 ' to the west property <br /> line . <br /> The soils at a depth af 12" have a percolation rate averaging <br /> 4 . 4 min/inch. <br /> A pumping chamber will need to be installed to lift the effluent <br /> to the treatment area. <br /> The manifold and supply line pipe must have back drainage to the <br /> pumping chamber . The distribution pipes shall have their ends <br /> capped. Be sure the rock and sand fill material are clean. The <br /> sod layer below the entire mounded area must be turned over, just <br /> break up the sod, be sure not to over work. <br /> CONT' D <br />
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