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7 7 P-2 A i <br /> 5 • B-201 11.5 TT <br /> 28 23 <br /> B-122 <br /> P-7 <br /> 4 26 •25 <br /> pO�y •B-107 <br /> 3 7.5 <br /> B-108 <br /> 13 <br /> B-2 •B-129 <br /> 24.5 0 <br /> � B•117 <br /> X18.5 <br /> • p�N <br /> 20 �� <br /> B-121• 10� <br /> 7 <br /> � B-106 <br /> 26.5 <br /> •200 <br /> ro <br /> 0 500 <br /> Scale in Feet <br /> B-200 a Soil boring location showing sand thickness (in feet) Notes: <br /> 8.5 <br /> B-122 Bottom of sands not encountered, minimum sand 1. Average ground surface elevation across <br /> site <br /> >26 thickness is shown ft. <br /> zoo <br /> 2. Top of zone assumed to be elevation- <br /> -10-- Contour of equal sand thickness in feet 15 MSL. <br /> q ( ) 3. Bottom of zone is shown on Figure <br /> Estimated area of aleochannel 4. Sand thickness is summed thickness of <br /> p units in this interval designated as SM, <br /> SP, SC or SW. <br /> Figure 3.Thickness of sands in the shallow groundwater zone beneath the former <br /> pond site, McDonald Island. <br /> 970688/flg4lpcl 9 <br />