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1998-02-21 Septic System Design Report
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1998-02-21 Septic System Design Report
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Last modified
12/18/2025 1:31:10 PM
Creation date
12/18/2025 1:24:50 PM
Metadata
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Template:
x Address Old
House Number
3067
Street Name
Farview
Street Type
Lane
Address
3067 Farview Lane
PIN
0411723330007
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I S-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627 <br />951 Katydid Lane NE - St. Michael, MN 55376 • (612) 497-3566 <br />FAX (612)-497-5011 <br />State License #394 <br />February 21, 1998 <br />John Rappaport <br />3067 Farview Lane <br />Orono, Henn. Co., MN <br />This site has an existing on -site sewage treatment system classified as failed due to not <br />meeting a 3' separation from the bottom of the system and the saturated soil according <br />to city records. The tanks are a block type with the first tank being a cesspool which is <br />classified as an imminent health hazard and must be repaired or disconnected within 10 <br />months. <br />This site has very limited space available for a new on -site sewage treatment system. <br />The area proposed for the new system is the only area available. To use this area, the <br />old survey shows a drainage easement at the west end of the proposed site which is not <br />accurate. The new proposed easement is the actual drainage pattern. The change in <br />the drainage easement will require approval from the City of Orono. Approval will also <br />be needed for a 53' setback from a pond (possible wetland) which is connected to Lake <br />Minnetonka. Wetlands have a 75' setback and Lake Minnetonka has a 50' setback for <br />the on -site sewage treatment system. <br />This on -site sewage treatment system is designed for a Type 1, five bedroom home, in <br />accordance with the Minnesota Polluticn Control Agency Chapter 7080 and local <br />ordinances. <br />The soils on this site are SCS soils mapped - HbC - Hayden loam. The seasonally <br />saturated soils were located at 26" to 32" (mottled soil). Due to the seasonally saturated <br />soils, a Pressurized Mound System will need to be installed to treat septic effluent. The <br />bottom of the treatment area must be located at least 3' above the saturated soils <br />
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