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RECEIVED <br />MAY 1 3 2002 <br />Division of Minerals and Geology <br />0 <br />0 <br />LL <br />0 <br />Z <br />Q <br />-I <br />2 <br />N <br />0 <br />0 <br />0 <br />rD <br />0 <br />m <br />Q <br />U <br />O <br />cV <br />/ <br />468C <br />467C <br />466C <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600 <br />4590 <br />4580 <br />NORTH 35TH AVENUE -z� <br />- - ----- - - --- <br />------- - - - - -- ----- <br />Bf� - -�-� <br />»_a 351H AVENUE STORM — - <br />_ _ — <br />_ <br />QQ- <br />N D <br />N <br />N <br />A <br />A -24 HA -_ <br />HA 3 HA -22 <br />L <br />- <br />� <br />VERB <br />CO <br />L <br />4 <br />468C <br />467C <br />466C <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600 <br />4590 <br />4580 <br />NORTH 35TH AVENUE -z� <br />- - ----- - - --- <br />------- - - - - -- ----- <br />Bf� - -�-� <br />»_a 351H AVENUE STORM — - <br />_ _ — <br />_ <br />QQ- <br />N D <br />N <br />N <br />.A <br />EXPLANATION <br />VERBURDEN - BROWN TO DARK BROWN CLAYEY SANDS AND <br />SANDY LEAN CLAYS <br />RECLAMATION BACKFILL - DARK BROWN CLAYEY SANDS. <br />CQAR5L A IUVIJM - 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 />MUDSTONE BEDROCK - 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 />vv / UTUU /L +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 />CP.ADUAL. <br />MA <br />55uc I DATE I RE .SIONS <br />76 +00 78 +00 80 +00 <br />® <br />SLURRY AVENUE GRAVEL PIT STORAGE <br />SL <br />��11.1l11�� URRY WgLL <br />ism GREELEY. COLORADO <br />`t`x"r' SLURRY WALL <br />tNMU PLAN AND PROFILE <br />I'll k AlEricn. Inc. 1. <br />I10 IfiN Street, Suite 900 <br />]0 '- <br />oeeYer, 3 co B02az -5201 0B <br />]03 <br />.5 }4 .5].SJ <br />4.1 A7 soele: AS SHOWN <br />X680 <br />.670 <br />660 <br />650 <br />640 <br />630 <br />620 <br />510 <br />300 <br />590 <br />580 <br />Deelgnea By <br />JCD <br />01— By <br />MLP <br />h__­ By <br />SCK <br />Sheet No <br />6 of 6 <br />D-m: JANUARY 2002 1 103 <br />Permit #: W1 k c c )C: Confidental ?: /-�O <br />Class: t Type -Se <br />From: (' ; i q. <br />c C rEr To: <br />Doc. Name: I)L r� 4, d tt c a L f n <br />Doc. Date (if no date stem <br />p) <br />A <br />A -24 HA -_ <br />HA 3 HA -22 <br />L <br />- <br />� <br />VERB <br />L <br />4 <br />RDEN <br />— <br />OARS <br />— <br />_ <br />OP 0 <br />EATHE <br />ED <br />— <br />- <br />_ <br />4 <br />4 <br />- <br />RR +nn <br />- <br />Ilk- <br />A <br />TTOM <br />MUDSTO <br />EDRO <br />- - <br />E <br />K <br />4 <br />4 <br />4 <br />4 <br />B <br />TOP <br />BEDR <br />E UN <br />C <br />EATHE <br />ED <br />OE <br />K <br />Y <br />Q�nn <br />-7r% <br />_ <br />_ _ <br />.A <br />EXPLANATION <br />VERBURDEN - BROWN TO DARK BROWN CLAYEY SANDS AND <br />SANDY LEAN CLAYS <br />RECLAMATION BACKFILL - DARK BROWN CLAYEY SANDS. <br />CQAR5L A IUVIJM - 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 />MUDSTONE BEDROCK - 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 />vv / UTUU /L +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 />CP.ADUAL. <br />MA <br />55uc I DATE I RE .SIONS <br />76 +00 78 +00 80 +00 <br />® <br />SLURRY AVENUE GRAVEL PIT STORAGE <br />SL <br />��11.1l11�� URRY WgLL <br />ism GREELEY. COLORADO <br />`t`x"r' SLURRY WALL <br />tNMU PLAN AND PROFILE <br />I'll k AlEricn. Inc. 1. <br />I10 IfiN Street, Suite 900 <br />]0 '- <br />oeeYer, 3 co B02az -5201 0B <br />]03 <br />.5 }4 .5].SJ <br />4.1 A7 soele: AS SHOWN <br />X680 <br />.670 <br />660 <br />650 <br />640 <br />630 <br />620 <br />510 <br />300 <br />590 <br />580 <br />Deelgnea By <br />JCD <br />01— By <br />MLP <br />h__­ By <br />SCK <br />Sheet No <br />6 of 6 <br />D-m: JANUARY 2002 1 103 <br />Permit #: W1 k c c )C: Confidental ?: /-�O <br />Class: t Type -Se <br />From: (' ; i q. <br />c C rEr To: <br />Doc. Name: I)L r� 4, d tt c a L f n <br />Doc. Date (if no date stem <br />p) <br />