Laserfiche WebLink
r <br />.409 lf'; NSVI71G <br />1' .0 . Box 2�R Shaknpos, <br />M nnosota g5379 <br />Tol ophcne a 44R - 3282 <br />October 4s, 1976 <br />Kai-1Y Mm7y :)-M .- 3z <br />Burnet Gagner seal tars <br />'e Mst.or Street <br />Bxool a! -r, Minnesota 5!53;1 <br />aye Soil heringe for lot on ev-�a Fk, ••., Ororoo Wnnesota <br />Dear Me. Deti of eon <br />At your requeo.t, we put down two soil bar! nre on the a',cve site. '"hey <br />were plsoe#+ in the a`prox4mato location of the proTc,sed 1,K..so. :'tandard <br />split spoon penetre!ion tests were Bade ac-:oriing to ASTM stwndard 4 - 1!Af <br />In ord,r to dotern! tiro the releti ve donwi ty of the soi 1 a and to ryes, ver <br />undi Ourted soil samples, Attached are the 1of@ cf tt.e soil bor! ngs <br />yr i th ,9 plan of their 1c,catione The bor! r.rs wore-►dvane ed w! th four <br />inch 06"U nuous f: i rht power augers w1d oh are truck sr. mtsd ' 4a ). <br />There Is ahout two feet of bl a,:k to; soi l and then a erdy ri ne to r,311 ur <br />sa, + n a l oo so to A A state. A 'blow oo un! of • In the ep11 t spot n toot <br />if grey sand indicates an allowable soil beRri nt value of 1 ,n!`C pounds <br />pa, square foot. The maximus design load on a ►rose for •.i ng to 1 eer+ than <br />1 ,Or, pcu:rde per square foot] thereNre, this sand should be able +.., <br />supFcrt the ho'_+ese All of the other blow ooLAnts •ere larger indicating <br />the soil at what depth can support an even larger load* 'loneath the prey <br />*and ' : . ri Xture of clay and sand in a firm state that to called a sandy <br />Clay loss. "ti+i . sandy clay loan San suppc rt an al l c wa bl o soil bearing <br />load of Wore than -'I) pounds per square foa to Aster is abet 3 foot <br />below the eurfaoe. This 1s about the sage olevaticn as the lake level. <br />31nee a basmart floor should be at least C feRt above 1,11h water, there r <br />will be acme fill req-tired on this lot. "no black topeoi l should be <br />resovod down to the grey sand. TMo-cavatic,n and fill should extszed <br />beyond the 11 ai is of the buillding 0. least a di stoneo equal to the depth <br />of fill beneath the footing. A granular fill should be uend and coapamrt*d <br />to at least 10# of the srediPisd proctor deratty. "Isis fill should be <br />three Poet above the water level before oor9racti nA with a C brati ng aaapsatere <br />"he oompaoter tends to p%up water i nto the ri I tar-.d make ! t aponxey. if <br />this hap;nns. ',hen the All should Us ,eft tc settle o�+t t*re water for <br />one )ay or until the fi 11 A rue up, beforo forte! ne the foc •.4 ngee <br />Ancerooly, <br />,M 1 1 , as r . "'.0.. 1. <br />