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<-a<Vip,FLE¥* <br />./.0»*.0. 1DATE OBSERVED:9-9-92 ·t, METHOD OKI 222 18= Bucket Auger,NA·Ye' : . 4,14£Ast./.--:. . <br />LOGGED BY: ADE GROUND ELEVATION:17 »:1„* IA}CAJ1-ION:SEE BORING LOC MAF' 7 14!2Witt,K <br />- >- '4 * ' '-/ lic·'--el ·. i.··G Az § EE E 59 2 ZE . : ft LOG OF BORING NO. B-2 1 k.5 *0 LL z.e 1- oH W.'4 ·07 -i . ,> •14'14;9':+F>**k . .#/ 14. 41 1.Sheet; lof 1 4.,sr?fr:k W0 1 WB 4 GE <S T''I,.,/4 <br />i le '.1/<19.tEMARKS'· »- <br />£ HZ Jv 2.·4' >,• 6 <br />DESCRIPTION <br />. 4 ".,u- ·-3.,>29·*44-3?. <br />0. <br />.EILUSilty SAND, dark brown, moist. <br />14 <br />34 <br />m <br />... ALLUviUM L..... <br />5--I -¢..: 4 10.8 6.9 105.9 Silty fine SAND, light browi¢moderately moist <br />- - ..C =---medium dens£ i ..64:41.4 <br />fandy-SiEr, GAvn, moistf <br />10-FUS 4 63 18.4 993 Sandy SILT, brown, moist, soft to medium stiff. <br />v i <br />1 <br />15 2 63 17.6 962 Same as above, increase in silt content, with some -..·r , NU J · & <br />clay, moist, soft to medium stiff.?2... <br />.. <br />20 3 8.6 16.6 101.6 Sandy SILT, light brown, moist, soft to firm. <br />TOTAL DEFI'H 21 FT <br />tNO GROUNDWATER <br />- NO CAVING <br />- HOLE BACKFILLED <br />25- <br />30- <br />35- <br />JOB NO.:FIGURE:.01-3058-002-01-00 ICG INCORPORATED B-2.1L-* <br />./-/-0 - -* ---II-- -1-----v *---I.- I.--- --- <br />-- --* *- ----- --- <br />P.,