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I I I I I I I i I I I I 1 I I I I I <br /> 300 TYPICAL MINING CROSS-SECTION - 300 <br /> 290 - topsoil and overburden B a3 - 290 <br /> 280 AvAmm original ground _ 280 <br /> 260 s a _ - 260 <br /> 250 b260 - gravel - 250 <br /> 240 gas pipeline '� - 240 <br /> 230 may be relocated pending NOTE: mining slopes projectedl- <br /> 220 <br /> 230 <br /> at 1.6 bora. to 1.0 vert. <br /> cost analysis review apron. water table elev. = 0.0220 <br /> 210 210 <br /> 200 c 0 0 0 0 0 0 0 200 <br /> 0 <br /> to o to 0 <br /> ., Cv Cu co ch <br /> 300 - 300 <br /> 290 TYPICAL RECLAMATION CROSS-SECTION - 290 <br /> 280 original ground - 280 <br /> 270 - - 270 <br /> 260 1.5 ton l; Pa.,i pe ated slope 3:1 - 260 <br /> 250 �tr�MOM <br /> I \ - 250 <br /> 240TOPSOILMD OR gas pipeline - 240 <br /> 230 OvERDoaD10l 1 TO 3 ter may be relocated pending - 230 <br /> 220 cost analysis review - 220 ) <br /> 210 - 210 <br /> 200 0 0 0 0 0 0 0 0 0 200 <br /> 0 0 0 0 0 0 0 0 <br /> CD in 0 0 <br /> W CSE 0 C d <br /> KRC AGGREGATE, INC. A <br /> oa' TYPICAL MINING 24717 EAST BRANDT ROAD Revlslons N q m <br /> n CROSS-SECTIONS LDDI, CALIFORNIA Q Q <br /> N <br /> A \ <br /> O r A <br /> SAN JOAQUIN COUNTY <br /> Submitted.________ - <br /> x FIGURE # 4 Approved_________ <br />