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CfJ C9�l � <br />i0�1x <br />'4" N <br />ay�n <br />y�H <br />K n <br />H 7tl <br />"�{7 H'i1 <br />yH <br />x x� <br />�' � o <br />��8 <br />�V � <br />t� y � <br />HH <br />N <br />(] � N <br />� O� <br />a <br />!� <br />�� <br />i <br />1 <br />,� <br />, � t7 <br />2 <br />N <br />N <br />a <br />. � <br />¢ <br />a <br />ir <br />e <br />is <br />�ppp �pp 10 �0 0� <br />� . GRAIN SI2E IN MILLIMETRES <br />,a <br />REMAflKS: —___—.__ -____ __._— <br />Reddish Urown, si1Cy, gravelly sand p�a, <br />from soueh bank ow` <br />f 1 __ ��' <br />_ -- —..__ Cu' <br />NOTE: UNIFIED SOIL CLA$$IFICATION SYSTL�A �� <br />11 <br />�q <br />/+ ♦ <br />.Ol .001 uu� <br />SUMMARY <br />__ mm GRAVEL 18 % <br />_ mm SAND 63 M . <br />.. . mm SILT K <br />mm CLAY � <br />mm <br />(!� Consultants Inc. NORLING RESIDENCG CARAGE ADDITION <br />� i GeotxAnlul Fspinaen. Gcaloghl� 6 <br />� EnNwnmenblSclmtlaia Test HoleNa _....... Sample Depth .-. �-�- -� <br />GRAIN SIZE DISTRIBUTION JO� NO �-012G VLKI'B 5 <br />11 <br />; , <br />