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LOG OF BORING NUMBER <br />�I I <br />B-22 _ -- -------------- <br />— --- --- --' pR•, ►u'c,`T :'CIS \-Ea <br />- <br />Associates <br />� <br />iMerila_& <br />Loehmann' s Plaza <br />Jyr »}G _1 C7MvPESSIVE <br />STREI I'TH <br />STS Consultants : to <br />_!_---- ---_ --_- <br />TONS F7 <br />d 5 <br />-Road B-2 <br />at Fairview Ave. , Rosev i 1 1 e„_ _ _ —. <br />LIOUIO <br />County <br />__---- ------- <br />WATED <br />PLASTIC CONTENT A <br />^ <br />LIMIT 'i <br />LIM" <br />J� <br />C <br />= L = r. i:c ti•: * E AL <br />3 10 20 30 <br />40 50 <br />. <br />O N <br />` • C �_ - <br />1 .- 9 _ ._.--__...__ <br />1,Q ST 'P" <br />� � C.i� P$NETRA':ON <br />BLO WS FT <br />- 2 <br />1 2. : '-----...__— - 2 3 .-2+ <br />9 — <br />10 20 30 <br />40 50 <br />- < <br />< - I :E E. FvATION <br />- <br />y ;SS <br />;Sandy clay mixed with silty organ <br />1 <br />I <br />iic topsoil, silty sand and traces <br />- <br />wood - dark brown to black - <br />2 �SS <br />' of <br />(CL) - fill <br />,moist <br />- <br />I <br />- <br />18.6 <br />3 5T <br />i 'Sandy clay, trace to little <br />gravel - pieces of concrete and <br />- <br />I !debris - grayish brown - moist <br />4 SS <br />- <br />I ' stiff - CL fit <br />I� <br />j 'Clayey fine to coarse sand, trace <br />I <br />to little gravel - brown - wet <br />®6�� <br />edium dense - (SC) <br />-- <br />� <br />I 'Sandy clay, trace gravel - grayish <br />lbrown to gray - wet to moist -firm <br />'. (CL) I <br />123.1 <br />3 <br />6 15T ��1-ll- boring ' <br />1 ` i End of bo 9 at 16.0 ft. <br />1 :Boring augered full depth. <br />I <br />I I <br />� I i <br />I � <br />i <br />librIated,Pene come er <br />I <br />it i 'i 1 <br />I I I <br />I I <br />i I <br />I I <br />' I I <br />I 1 I <br />I � I <br />I I I <br />i I _ <br />THE STRATIFICATIOti LINES REPRESENT THNDARY LINES BETWEEN SOIL TYPES. ISITU. THE TRANSITION MAY BE GRADUAL <br />n <br />E APPROxIMATE BOU <br />esot <br />84 DRAWN BY KC STS OFFICEM i nnea of I s M L WS OR WD BORING STARTED <br />tNL 8.5 ft. WD 1 1 _�9_ SHEET N0.1 OF <br />_ <br />84 <br />W� BCR ACR BORING COMPLETED 1 1'?9_—RL APP•D BY pSW STS JOB NO. 93492 <br />- RIG CME— 45 OREMAN RL <br />WL 7.5 ft. AB <br />BL 1.g83 <br />