Laserfiche WebLink
Sent by: GME CONSULTANTS INC 612 559 0720; 03/04/99 15:29; Jetfax #727;Page 3/7 <br /> Mr. Rich Kiernan 2 March 1, 1999 <br /> GME Project No. 8216 <br /> Test Pit _1 (East of Northeast Corner) - R> race Elevation Amar.Q.xi ately <br /> 14,2 Beet, <br /> 0' - 2' - Brown clayey sand/sandy clay fill . SCP test <br /> result 3 . 5 tsf. <br /> 2 ' - 6' - Brown and gray mottled silty clay, trace sand. <br /> SCP test 4 tsf. <br /> Test Pit 2 (East of southeast Corner) Surface Elevation ADDxoXimately <br /> 1014 leett, <br /> 0' - 2' - Surface vegetation over 2 feet black sandy clay <br /> topsoil . <br /> 2' - 3 ' - Brown clayey sand fill . SCP test result 2 . 5 <br /> tsf . <br /> 3 ' - 5' - Brown and gray mottled silty clay, trace sand. <br /> SCP test results 4 . 0 tsf . <br /> Test Pit ). (west of southwest Corner) Surface Elevation A'DDsoxi,isate.1v <br /> 1416 feet, <br /> 0' - 1 . 5 ' -- Surface vegetation and black silty clay <br /> topsoil . <br /> 1 . 5' - 8' (west End) - Brown and gray wet sandy clay fill (existing <br /> water main backfill) . <br /> 1 . 5' - 2 .5' (East Side) - Brown clayey sand fill . <br /> 2 . 5' - 4 ' (East Side) - Naturally-occurring brown and gray mottled <br /> silty clay trace sand. SCP test result 3 . 5 <br /> tsf . <br /> Test Pit 4 Sweet of northwest Corner) - S rfac a Elevation AnPraximatS1v <br /> 14.1$ feet, <br /> 0' - 3 ' - Brown clayey sand (possible fill) . SCP test <br /> 3 . 5 tsf . <br /> 3 ' - 4 . 5' - Brown and gray mottled silty clay, trace sand. <br /> SCP test result 4 . 0 tsf . <br /> The contractor has scraped off the topsoil present within the building <br /> pad. The base soil was not frozen, and consists of either existing fill <br /> or naturally-occurring soil consisting of brown clayey sand/sandy clay> <br /> I observed loaded tandem-axle trucks running over the subgrade soil, <br /> indicating no deflection and approximately 1/2 inch to 1 inch of rutting. <br /> Based on my observations, it is my opinion these soils are suitable for <br /> slab support , or placement of fill for slab support . <br /> OMI OONSYITANYL INC <br />