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1977-06-06 Septic System Design Report
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1977-06-06 Septic System Design Report
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Last modified
12/31/2025 3:32:08 PM
Creation date
12/31/2025 3:28:07 PM
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x Address Old
House Number
3091
Street Name
Farview
Street Type
Lane
Address
3091 Farview Lane
PIN
0411723330004
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1040 Garland Lana M. <br />Wayzata, lL4nnesota jj391 <br />June 6, 1977 <br />gr. Zd Sullivan <br />Sullivan Septic Urvioe Inc. <br />3660 S. Hwy 101 <br />Waysata, MIMS 'A "391 <br />Jbi Percolation ftat - Jerry Herg - Lot 2, Block 1, hrview Addition <br />Dear llr. Sullivani <br />On June 4 and 59 1977 two percolation tests and one seil boriag <br />wane performed on Lot 2, Block 1, Parview, Rawapin County, <br />*Mwaota. <br />The location, of the tests and a 1._ f the soil bcrint is shown on <br />tt a attSehed sketch. <br />The results of the percolation tests are as follows, <br />Rate of abeoruttemm <br />Paro..._...s Tewt in AIM326 yerljW.h <br />No. 1 60 damum <br />P o. 2 4 3 stautes <br />Average IF minutes <br />UmW on Almosota Individual Serase Diopooal System Lode, AmIMn <br />Standards RecomcaeMed by the Monesota Dsparteent of ftal th, the <br />drain field miuld require 31F.k sq* ft. of absorption area per bedroom <br />In the area of percolation toots ye. 1 ad No. 2. fie drainfis ld <br />requireeiente would be as tollewsg <br />3 bedroom house, 3W .0 of draipfield laid in a 361tarw,ch <br />spaced a! 7. g'' <br />4 bedroom houses '%* 1.f. would be required <br />3 bodrow houses 636 l.f, would be required <br />Um percolation teats wwo recorded in bouiap which terainated <br />in $Odf etay. Scrim S-1 indicates the possibility of more pervious <br />sail below Our test elevations and still within ti,e proscribed depth <br />limits. P! you would like me to run additional peroolation tests <br />a max! -..as depth please lot a know. <br />Tears very t\, rully <br />Q � V• ' <br />Carl W. 8or= P. L <br />'Lan. tei #75 0 <br />
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