Laserfiche WebLink
ENGINEERS& GEOLOGISTS 2P3/386/61-1 <br /> TEST BORING LOG <br /> TYPE; 3 1/2" ANGER ELEVAT ION: ExisTiNG Grum 9-wpCE BDR I NG No 1 <br /> 0.7 1D8 18 1B CL (Soft to Stiff) black fine sandy clay <br /> 96 22 59 1 . 4 1A <br /> "�• . Erompact to very dense tan-brawn w1th I <br /> rust, white and brown silty flne i <br /> 5. �y CL sand/ fine sandy silt with <br /> Interloyered hard fine sandy <br /> 4.2 105 23 64 1. 4 2 claylcloyey silt <br /> . 10 <br /> . 5M <br /> 3. 9 122 12 34 1.4 3 <br /> 15 ` •• <br /> 4.4 105 23 105 1.4 4 ML <br /> 20 <br /> 6.4 115 18 67 1 .4 5 CL <br /> F <br /> 25 's <br /> 105 24 41 1.4 6 ;l' <br /> •�sF <br /> 30 <br /> SM <br /> 115 18 29 1.4 7 <br /> rt. , <br /> X <br /> z <br /> 35- <br /> 101 <br /> 5 1D1 24 55 1.4 8 <br /> Groundwater measured 17.5 ft depth 3- <br /> 26--87. Backfilled per County <br /> requirements. <br /> 40 ' <br /> r ; <br /> = i <br /> TME BORING LMSBIW SLBSwKI COMMONS AT THE DFaTES AM <br /> f LnLDMTIDKS INDICRTo F V IT I5 MDT V HE <br /> TW TWT THEY RK <br /> REPRFSENTATIvE OF RM9JWFa 03WITWHS aT ffn" LDCAT1DH5 <br /> El win TIMES_ i <br /> �•� w — x `�"� w6Gm gYs GDA Dares 3-26-87 <br /> FIM.W I <br /> - ►q� I IiF 9 <br />