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SUBTERRANEAN <br />ENGINEERING CORP. <br />Nam <br />6875 Highway 65 N.E. <br />Fridley, Minnesota 55432 <br />Kcne: 546.6931 <br />Do <br />'e <br />Job Neme S AI fjf- J.b N.. X,6 4 / 9 <br />Job Location 1 `i.3Z �AA'r h tSS fir Rd. 0IQ'o p�N. <br />Eer+Arak <br />contreNor /'P%Psr e," ^/ _ C"( •1_ // v6eSyv o p `oysr. <br />Mc . <br />Arrive Job [*age 1 6 M r <br />Total <br />DepeAJob j OO Trerel Time /o4rt., _ Chergeeole <br />7¢ Lab. Time Hour <br />Total H.— <br />..Job T �� Report Time/ ?r( <br />Sumnw►y of Technical end/or &4nearing Sere* -es performed, including Field Test Data. Lace+ions, Elevations, and Depths are <br />saiii ated. THE LIMITATION OF LIABILITY STATEMENTS ON THE REVERSE SIDE OF THIS REPORT CONSTITUTE AN INTEG. <br />RAL PART HEREOF. <br />At the request of the earthwork contractor we were called to the <br />situ to inspect the type of fill tc be used to reach footing subgrade. <br />The fill consists of a fine to coarse sand, with a little gr.vel, <br />and trace silt. This material should he adequate if water is to be en- <br />countered during filling. <br />We also recommended that dewaterinz would be necessary. if water <br />— seepage accumulates 6-inches or more, in depth in the excavation. <br />DISTR I WTION <br />IC-C. DdN <br />/e-c Oeoo"'o-t- <br />