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Borrng Log and Construction Data for <br /> Monitoring Well HC-MW-7 <br /> Monitoring <br /> Geologic Log Well Design <br /> Approz. Casing Stickup in Feet —0.5 <br /> � ¢°1i Top of PVC in Feet 78.09 <br /> v` Appro:. GrounC Surface <br /> �S Ele�ation �n Feet 18.6 Sample N �HNU <br /> 0 <br /> 8 inches of 2—inch gravel over medium � <br /> dense, moist, gray 6rown, slightly silty ' <br /> SAND. <br /> rn <br /> \ <br /> m <br /> \ <br /> S-1 34 0 <br /> S aTo <br /> s-2 2i a <br /> Blaek wood fraamenL. <br /> Loose, wet, groy black, si�ty, fine SAND <br /> with minar 1/4—inch shell fragments. <br /> S-3 7 0 <br /> 0 <br /> 5—a io 0 <br /> s—s ta o <br /> 5 <br /> Bottom ol Boring at 16.0 Feet. <br /> Completed 17/6/91. , <br /> � <br /> , � � <br /> ) <br /> 1. Refer to Figure B—t for explonation of descriptions <br /> and symeois. G� . <br /> 2. Soil deseriptions and stratum lines are interprotive � <br /> and actual changes may be gradual. /'if7����, y���� <br /> 3. Ground water kvel, if indicatcd, is at time of drillinr. � Invavn����-WUW��cn� <br /> (ATD) or for dote specified. Level may wry with time. <br /> 4. Elevations relalive to an as;umed .datum of 17.9 feet J-3446-01 ���92 <br /> at survey SiAT10N A taken (rom Site eurvey mop. FIgUfB A-7 L,� <br />