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1999 - Septic System approval
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1999 - Septic System approval
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Last modified
8/22/2023 4:50:25 PM
Creation date
1/21/2020 1:35:48 PM
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x Address Old
House Number
85
Street Name
Wear
Street Type
Lane
Street Direction
North
Address
85 Wear Lane North
Document Type
Septic
PIN
3311823340005
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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 8, 1999 -) <br /> Mike Sievert <br /> 85 Wear Lane North <br /> Orono, Henn. Co., MN <br /> This on-site sewage treatment system is designed for a Type 1, five bedroom home, in <br /> accordance with the Minnesota Pollution Control Agency Chapter 7080 and local <br /> ordinances. This site has an existing mound system for a four bedroom home, one <br /> additional bedroom is being added. <br /> The existing rock bed is 10' x 55' with an approximate lawn area of 49' x 90'. Soil <br /> borings completed at the east & west upsiope corners of the rockbed found at least 2' of <br /> sand below the rockbed which verifies the existing system is in compliance with the <br /> seasonally saturated soil separation. Soil borings and percolation tests, #1A and #2A <br /> were completed at the west end of the existing system which verified the soils are not <br /> compacted and are suitable for the addition to the system. The addition to the system <br /> will be 13' in length and 10' wide. This will be keeping a 10% oversizing for the rockbed. <br /> The topsoil fill and approximately 6" of sand will need to be removed with a backhoe with <br /> no travel over the additional absorption area. The additional 13' at the west end of the <br /> system must be constructed the same as mound construction. <br /> The existing system was installed approximately 13' further north than was originally <br /> designed. The future expansion site will need approval to be 10' from the property line <br /> (City code 20'). The 10' encroachment is upsiope of the rock bed and with the 4%+ <br /> slope, the absorption area will be greater than 20' from the property line. The absorption <br /> area is from the rockbed downslope. <br /> The soils on this site are SCS soils mapped - SwB - Shorewood silty clay loam. The <br /> seasonally saturated soils were located at 14" & 18" below the ground surface. <br /> 1 <br />
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