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05/25I2016 10: 40 763498829e RUSTVS PERC TESTING PAGE 06 <br /> Lg�s Q�Soll Borins�s <br /> License!l8�10 <br /> Location or ProJect: 2700 Copperview Drive <br /> Bo�ines made by: Rusty Olson's Soil and Perc testing 5H9/2010 <br /> Classification System: AASHO ; USDS-USDS-3C3 X ; Unifiod ; Other <br /> Auger used (check lwo): Hand X�or Pow�r_,Flight, Bucket or Probe�X <br /> Bench mark Is t�p of basmmsnt concrete slab.Ehr:100,00 Assumed <br /> 6vring Number_1�Surface elevation_105.4_ Mo�led Soil at,2.2_feet <br /> 0"-8" Fill H20 present at`X� <br /> 8"-20" Dark brown loam 1 ayr3/2 <br /> 20"-28"Brown loam to clay loam 10yr4/4 <br /> 28"-36"Rusty brown clay loam 10yr5/4 <br /> Boring Number 2_Surtace elevation_104,1_ Mottled Soil at 1.7_feet <br /> 0"�" Dark br�wn loam 10yr3/2 H20 present at X_ <br /> 6"-14" Brown loam 10yr4/4 <br /> 14"-20"Brown loam tn clay loam 10yr5/4 <br /> 20"-30"Rusty brown clay loam 10yr5/4 <br /> TBM: Top of gerege cancrete slab Elv.-100.00 assumed <br /> Ground at rock Elv.-106,6 <br /> Bottom of rock Elv.-106.8 <br /> Original soil under the rockbed Elv-105.2 <br /> Thare is 1,6 feet of sand under the rockbed <br />