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septic info-includes '95 design
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155 Truffula Trail- 33-118-23-44-0040
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septic info-includes '95 design
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Last modified
8/22/2023 4:53:16 PM
Creation date
7/1/2019 10:35:55 AM
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x Address Old
House Number
155
Street Name
Truffula
Street Type
Trail
Address
155 Truffula Trail
Document Type
Septic
PIN
3311823440040
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Koch's Soil Testing s, <br /> P.O. Box 81 <br /> Loretto, MN 55357 <br /> Tel: 16121�479,�§@7 <br /> DEC y 1 <br /> Dwight Post Const. 12/10/95 <br /> Tel; 4.75-9515 <br /> Jib Site; Lot 6, Block 1 , Meadow Wood Pond , Orono, Hennep,&n Co. Minn. <br /> The above lot was tested in July 1993 to determine what type of drainfield <br /> could be installed and still comply with the City of Orono and the Minn. <br /> Rules 7080 On-SVIe Sewage Codes. <br /> Two site were te.:ted and the results were the following I. <br /> Site # 1 Ave. pert . rate--43. 9 min/in. <br /> Mott .ed soil level was at 2�-36 inches. <br /> Site # 2 ATe perc. rate---43. 3 min/in. <br /> Vott ': ed soil level was at 34-38 inches. <br /> # yottled soil i consider the high seasonal saturatdd soil levels that <br /> exist during the wet seasons( fall and spring) . <br /> The City of Or'or � ,and the Minn. Codes require that the minnmum depth to <br /> mottled soil be Lt 48 inches or deeper before a standard trench system can' t <br /> lbstalled . There .'ore with the above inf,.;a,mation ( mottled soil levels ) <br /> the anly' type of system that can be instaled on this lot is a pressurized <br /> mound system and still comply with the local and Minn. State Codes. <br /> The size of' mour, I system needed for a 4 bedromm home ( based on 600 gal/day <br /> daily water usea ;e and a perc . rate of 43. 9 min/in. the sizing factors ) <br /> would be the fol '.owing size; <br /> Ovt:rall size---�, )42 sq. ft. <br /> .t?p:3lope Length-- : O f t. — <br /> Downslppe LengtY .-84 ft. <br /> Width--39 ft. <br /> Rock Bed Size--,,,)0 sq. ft. Length--50 ft. Width--10 ft. ' <br /> amount of materials needed ; <br /> Sand --180 ,ids. , 255 tons Ave. Depth--1. 6 ft. <br /> Rock---19 FIs, 27 tons ---1 . 0 ft. <br /> Sandy Loam---40 yds. ,----1 . 0 ft. <br /> Topsoil--- -90 Yds. " ,-----9 inches$ <br /> rhe above amounts could vary by plus or , minus by 10 <br /> This muund must be pressurized therefore a pump tank and - a pump is neeededi <br /> Size of pump ta: ;c--1000 gallon <br /> Size of pump--- '+0 9.p' -M- ( must overcome at least 17 ft. of head. <br /> Pumping Rate--167 gal/cycle( 4 cycles/day) <br /> An alarm system must be installed in the house to indicate pump failure <br /> this must be both a sound and a light alarm system. f <br /> Two 1000 gallon sealed septic tanks should be Installed these tans should b <br /> pumped out every 2-1 years. These tanks should be instal ed at a shallow de <br /> 1-2 ft below theg?> uzs�" + � ?n° irled"� 'e�ei at�2 +`'lnc3�e: <br /> Note ; A soil- boring was done in the proposed site and the same soil condi t. <br /> existed as the -ones encounter in the 1993 borings. Therefoe it can be <br /> assumed the the soil conditions was not altered from 1993 to the presemt t <br /> Therefore the same precoation. rates should also exist. <br /> Site Evaluator <br /> nobort Koch RA--4 A^1P� I�'1 �� MPCA Certified <br /> �C /yah <br />
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