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�. ENGINEERS Ix GEOLOGISTS <br /> •:� ,s 2P3/3B6/61-1 <br /> TEST BORING LOG =-:y <br /> TYPE: 3 1/2" AUGER ELEVATION: octsriNG wuxw smrAa BORING No 7 - = <br /> ML !Sem i compact) brown fine-very coarse <br /> BAG R l sandy s1lt <br /> 5 307 la 1B <br /> 1 110 181 9 2. 5 1R1 50f black fine-coarse sandy clayey <br /> i 5 t s11t <br /> 2.3 109 20 17 1.4 2 <br /> 511ff gray/ brown fine-coarse sandy <br /> clayey silt with Interlayered {' <br /> BAG $ SZ <br /> ,: <br /> ;•� semicompact clayey sandy silt <br /> 10 ML <br /> 126 1131 19 1. 4 1 3 `4 <br /> to <br /> ql <br /> ;1 Dense to compact gray/ brown layered <br /> 15 .•�� med I um-very coarse sand and very fine- <br /> . 43 <br /> Ine- <br /> 43 1.4 4 medium sandy silt <br /> •s. <br /> 5W <br /> 118 13 .5$ 20 <br /> 2.6 54 1 .4 bH „ .. <br /> ;Ms <br /> 25- <br /> A.� <br /> 112 1201 58 1.4 6 �` <br /> �,fi.• s3 <br /> 3D ' ` ML <br /> 36 4 1 .4 7 ; <br /> 122 14 27 1 .4 8 •� <br /> Groundwater meosu�6. depth 4--8- <br /> ' 87. Hole backfilled per County <br /> 4D requirements. <br /> � a <br /> Ln „ <br /> V1 T 41 <br /> LU <br /> g = gCoco eta JPS 4-8-87 <br /> Ln <br /> FI PURE 1 s <br />