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UCRL-AR-113863 feasibility Study for Building 834,Site 300 • 1994 <br /> Legend <br /> +7.97Saturated thickness in ft. <br /> W-834-51 <br /> Saturated thickness 2 ft <br /> contour interval <br /> Dry w-m4s2 Monitor well has no <br /> measurable water level <br /> 0 w-W4su Water level is below <br /> the bottom of the <br /> perching horizon <br /> Building 7.49 W-834-83 W-am-a3 Dry <br /> Scale : feet 6.30 w-834-B2 + <br /> 0 150 300 <br /> 12.03 W-834-D5 W-834-02 <br /> 8.24 W-834-D14 ` 4.64 <br /> 0 W-834-010 <br /> 5.84 w-834-D11 O <br /> 9:99 W'83408 <br /> 6.24 w-834-Ds <br /> 7.68 W-834-012 W-834-H2 2.56 <br /> W-8349 7 Q. / 8 ` W-834-D3 9.91 <br /> 6 <br /> r -834-D4 9.94 <br /> 2.85 W4M4-K1 w-834.11 7.24 <br /> 9.12• w-434-12 8.29 <br /> s 7.97 W-834S1 W-834-013 <br /> It 409, vr-a34-mi 5.97 <br /> Dry W-834sz` <br /> 0 w-834-S2A ` <br /> s34-s3 5.68 <br /> 1.95 w4 <br /> I s'w-a34SC *W-a34-M2 Dry <br /> r/ /4 2, 0+� <br /> 831 • <br /> W-831-01 Dry W-a34-= / /_ <br /> Dry W-W4-T9 I w-e a-r2D 3.23�`�W-834-55 Dry <br /> 0 w-834 -834-T2 5.7(y <br /> fI 4( w-834424/ <br /> 6.79 / <br /> 0 W-834T4B-j / <br /> 3.38 W-834-T4n <br /> 1.46 "r� <br /> 1.75 w-a34T4��icJJJJJJ w-a34ss 0 <br /> / + / -+-W-834-87 Dry <br /> 0 W-834-T7A / 0000 t w-834-T8 Dry <br /> W-A -Ts / <br /> 2.13 <br /> ERD-FS-834-3181 <br /> Figure A-2. 4 AhK*p*, s of the perched we(Qt-Tpsg/Tps-Tnsc2 hydrologic units), <br /> A-5 <br />