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RECEIVED <br />MAY 1 3 2002 <br />Ilrvision ui M'inerals and GeologY <br />4680 <br />4670 <br />4660 <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600 <br />4590 <br />HA-2B <br />t HA -Zg <br />-_ ____ -__ - -- — <br />-------------- - - <br />YIQUND <br />PROPEPJ <br />I <br />1 <br />HA -30 <br />=_ - <br />-�r ._ ___ =_ == - <br />=' <br />0I III <br />yTNP' , <br />- ' - r p, " ; "'w" <br />'lip - = <br />_= °fix -.tee'. - -- . -c,- <br />- <br />_ <br />, <br />• <br />�I <br />�I \ <br />� <br />I <br />• _�i ` <br />52 +00 <br />EXPLANATION <br />OVERBURDEN - BROWN TO DARK BROWN CLAYEY SANDS AND <br />SANDY LEAN CLAYS <br />RECLAMATION BACKFILL - DARK BROWN CLAYEY SANDS <br />COARSE ALLUVIUM - LIGHT BROWN TO RED BROWN WELL <br />GRADED TO POORLY GRADED SANDS AND GRAVELS WITH <br />COBBLES <br />FINE ALLUVIUM - YELLOW BROWN FAT CLAYS <br />MUD5T NF B D K - SOFT TO MEDIUM HARD, GREY, <br />INTERBEDDED CLAYSTONE, SHALE, SILTSTONE, AND <br />FINE - GRAINED SANDSTONE. YELLOW BROWN TO OLIVE BROWN <br />AND SOFT TO VERY SOFT WHERE WEATHERED. <br />50 +00 <br />�: 11 <br />4b +UU <br />HA -6 <br />TEST BORING LOCATION —PLAN <br />HA -6 <br />PROFILE TEST BORING LOCATION — LINE INDICATES DEPTH OF BORING <br />THE STRATIFICATION LINES DESIGNATING THE INTERFACE BETWEEN SOIL TYPES <br />ON THE LOGS OF BORINGS AND ON THE SUBSURFACE PROFILE REPRESENT <br />APPROXIMATE BOUNDARIES. THE TRANSITION BETWEEN MATERIALS MAY BE <br />GRADUAL. <br />44 +UU <br />1 4—ruv <br />'t V ' V V <br />4680 <br />4670 <br />4660 <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600 <br />4590 <br />Permit #11'j 3t23 eat Confidental?: Nb <br />Class: c Type -Seq.: <br />To <br />: <br />From <br />Doc Name k i <br />Doc Date (if no date stamp): <br />HA <br />29 <br />_ <br />HA-5 <br />HA <br />30 <br />HA31 <br />A32 <br />HA <br />F <br />RECLA <br />IATION <br />0 <br />ERF <br />- <br />URDEN <br />--RA I� <br />OARS <br />_ <br />ELUVI <br />M <br />TOP <br />OF <br />FINE <br />IMATE <br />BOTT <br />BEDROCK <br />M <br />ES <br />OP 0 <br />UNW <br />ATHE <br />ED <br />A <br />., <br />An <br />i nn ZS2 <br />+nn <br />52 +00 <br />EXPLANATION <br />OVERBURDEN - BROWN TO DARK BROWN CLAYEY SANDS AND <br />SANDY LEAN CLAYS <br />RECLAMATION BACKFILL - DARK BROWN CLAYEY SANDS <br />COARSE ALLUVIUM - LIGHT BROWN TO RED BROWN WELL <br />GRADED TO POORLY GRADED SANDS AND GRAVELS WITH <br />COBBLES <br />FINE ALLUVIUM - YELLOW BROWN FAT CLAYS <br />MUD5T NF B D K - SOFT TO MEDIUM HARD, GREY, <br />INTERBEDDED CLAYSTONE, SHALE, SILTSTONE, AND <br />FINE - GRAINED SANDSTONE. YELLOW BROWN TO OLIVE BROWN <br />AND SOFT TO VERY SOFT WHERE WEATHERED. <br />50 +00 <br />�: 11 <br />4b +UU <br />HA -6 <br />TEST BORING LOCATION —PLAN <br />HA -6 <br />PROFILE TEST BORING LOCATION — LINE INDICATES DEPTH OF BORING <br />THE STRATIFICATION LINES DESIGNATING THE INTERFACE BETWEEN SOIL TYPES <br />ON THE LOGS OF BORINGS AND ON THE SUBSURFACE PROFILE REPRESENT <br />APPROXIMATE BOUNDARIES. THE TRANSITION BETWEEN MATERIALS MAY BE <br />GRADUAL. <br />44 +UU <br />1 4—ruv <br />'t V ' V V <br />4680 <br />4670 <br />4660 <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600 <br />4590 <br />Permit #11'j 3t23 eat Confidental?: Nb <br />Class: c Type -Seq.: <br />To <br />: <br />From <br />Doc Name k i <br />Doc Date (if no date stamp): <br />