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11-09-1996 - S-P Testing, Inc. re: onsite sewage
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11-09-1996 - S-P Testing, Inc. re: onsite sewage
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Last modified
8/22/2023 4:06:26 PM
Creation date
2/27/2020 9:18:29 AM
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x Address Old
House Number
315
Street Name
Woodhill
Street Type
Road
Address
315 Woodhill Rd
Document Type
Septic
PIN
0211723130008
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S-P TESTINGS 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 /> ?`-'� <br /> November 9, 1996 <br /> 1 7 3- 3 �1 <br /> John Pruden <br /> 315 Woodhill Rd. Lot 2 <br /> Orono, Henn. Co., MN <br /> This On-Site Sewage Treatment System is Designed for a Type 1, five bedroom home, <br /> in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local <br /> ordinances. <br /> The soils on this site are SCS soils mapped - KkC - Kilkenny loam. The seasonally <br /> saturated soils were located at 2-1/2' & 2'8" in th's #1, 2 & 3 (future site) which will <br /> require a pressurized mound system & 5-1/2' & 6-1/2' in th's #4, 5 & 6, the proposed <br /> site. The bottom of the treatment area must be located at least 3' above the seasonally <br /> saturated soils. A Standard Trench System may be installed. <br /> The soils at a depth of 12" in th's# 1, 2 & 3 have a percolation rate averaging 5.9 mpi. <br /> The soils at a depth of 24" in th's#4, 5 & 6 have a percolation rate averaging 17.6 mpi. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. <br /> Keep all heavy equipment off of the proposed treatment area before and after <br /> construction. The treatment area should be marked off before construction. This <br /> Design is not valid & the system will need to be relocated if failure to protect the areas <br /> proposed for On-Site Sewage Treatment occurs. <br /> 1 <br />
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