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1988-05-11 Report of Soil Inspection
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1988-05-11 Report of Soil Inspection
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Last modified
4/23/2026 10:49:37 AM
Creation date
4/23/2026 10:43:44 AM
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x Address Old
House Number
1580
Street Name
Fox
Street Type
Street
Address
1500 Fox Street
PIN
0211723230007
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Mr Tom Terry <br />11 May 1968 <br />Page 2 <br />is silty clay, about. 9" in depth (exact thickness difficult <br />to det.erm4,e due to transition). Basal soil appears to be a <br />gray clad oam, becoming lighter in color with depth. <br />ether t . were performed in the central and outer por- <br />tion of garage pad area. Boring 3 is rather represernta- <br />tive of what was found. It indicates the sandy fill, to 2.5" <br />of depth. At this point commences a dart: gray clay loam. a <br />very borderline soil due to its color and the trace of or- <br />ganics. Again. color lightens with depth. being almost brown <br />in color when the boring was terminated at 5'. Three other <br />borings in the area indicated similar results. <br />Groundwater is present. pr-:)bably ,Just below the bottorr: :,f <br />the fill. However. 1 did n,-,t spend enough time on the site <br />to allow water level to stabilise in any bore hole. <br />We recommend that. at least in the vicinity of Boring 1. the <br />organic soil should by ex^avat.ed from below foundation lev- <br />el. The excavation should be oversized 1:1 plus one foot on <br />each side from the edge of footing. This excvation should be <br />"followed out' until it dissipates (tc a condi*ion represen- <br />tative of Boring 3 results) or extends beyond the building <br />pad area oversizing. Compacted fill should rellace the exca- <br />vated soil. We do not recommend extending footings deeper as <br />the subsoil appears somewhat. soft. You need the compacted <br />fill to dissipate foundation loads. <br />When the excavation is completed, it should be inspected to <br />verify conformance with these ret,ommenda,.ions. This can be <br />done by the City building inspector or our associates at In- <br />stant Testing Company. <br />Enclosed is a sheetd,�-t.ailing the limitations of this type <br />of investigation. Particularly note that. the site is not <br />warranted ag.sinst loss cue to soil conditzon!s. ever: if tnese <br />recommendations are followed. Also be advised that we cannot <br />certify the basal soil as having any particular allowable <br />iVl:tlCl.Yl.lvil bearing capacity. ':'his is due to the very limited <br />testing authorized. <br />An inv^ice for c-ur servic-es is. er:clased. Not.Y that. in lig::t. <br />of your assisting me. only tw-j borings. the rines repvrte . <br />are invoiced. <br />
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