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' <br /> STANDARD CAUTIONS: <br /> ' Even thou h we measure t e round water that ma <br /> g h depth of any g y <br /> ' have accumulated in the borings immediately at completion of the <br /> borings, we find that in "dry" borings some water may eventually <br /> accumulate and in borings where we find ground water, it will <br /> ' usually rise over a period of time, particularly in clayey soils. <br /> We do not revisit the borings to measure the water level later <br /> since often the cave in of the boring sides, rain, etc. can <br /> t render these measurements of little value and there is some <br /> danger in leaving the borings open on sites where pedestrian <br /> traffic is a good possibility. <br /> ' While it is our opinion that a properly designed a:zd installed <br /> drain tile system and submersible sump pump wi1:L keep most <br /> , basements dry and should be a standard part ��f all new <br /> construction, we make no guarantees in this regard. <br /> ' Of necessity, the area of the borings in relation to the area of <br /> the site and the depth of the borings are limited. Suggestions <br /> and recommendations of this report are opinions ba_>ed on data <br /> tobtained from the borings. <br /> If upon excavation, conditions that are not consister�t with the <br /> ' borings are revealed, it is agreed that you will nc�tify us so <br /> that we may gather further information and modify our opinion or <br /> indicate that no modification is necessary in a written addendum <br /> ' to this report; or failing to engage our services to prepare such <br /> written addendum, it is agreed that you proceed at your own <br /> peril . <br /> , If we may be of further assistance in evaluating this data, <br /> kindly contact us at your convenience. <br /> ' <br /> , Sincerely, <br /> ' ADVANCE SURVE G ENGINEERING C0. <br /> w � , � <br /> ' j J es H. Parker P.E. , President <br /> , J P/pp <br /> ' <br />