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� ^i <br /> Boring Log and Construction Dafa for � <br /> Monitoring Well HC-MW-4 ' <br /> Monitoring I <br /> Geologic Log ' Well Design <br /> Approz. Casing Stickup in Feet -0.5 <br /> � � Tap ol PVC in Feet 17.80 <br /> y` Approx. Ground Surface ' <br /> ].c Elevation in Feet 17.3 Sample N HNU <br /> ) Asphalt over medium dense, domp, light <br /> brown to tan gray, fine SAND. <br /> � <br /> \ <br /> 0 <br /> 5-1 34 0 � <br /> �- -- ��'.�'� ���:��'.�. ATD <br /> Medium dense, wet, gray, slightly silty, <br /> finc SAND. S-2 30 0 <br /> 5-3 26 0 . <br /> S-3 17 0 <br /> Shell tragments. <br /> Wood chips. S-5 8 0 <br /> S-6 6 <br /> Bottom ol Borinp at 21.0 Feot. <br /> Complelotl il/7/91. <br /> � <br /> 1. Refer to Figure 8-1 for explanation of descriptions <br /> and symbols. <br /> 2. Soll descriptions and stratum lines ore interpretive � � ! <br /> ond actual changes may be gradual. � � i <br /> �. Ground water levcl, if indicated, is at time of drillin / ��-��;����yy�^�� � � <br /> (ATD) or for dote specified. Level moy vory with time. LR�:A.41SU��1ltSlJWd�N I <br /> �. Ele�ations relativ� to an assumed datum o( 17.9 teet J-3446-01 1�/92 � <br /> as survey SThT1CN A tcken from site survey map. � <br /> Flgure A-8 � � <br /> L <br />