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RECEIVED <br />MAY ] 3 2002 <br />Division of Minerals and Geology <br />U <br />N <br />r> <br />CL) <br />0 <br />Q1 <br />G <br />a <br />U <br />0 <br />rn <br />C- <br />I` <br />N <br />O <br />Tp� <br />18 <br />CACHE <br />EA POUDRE <br />g <br />- - - - - - -- ------- - - - - -- - - - -- <br />_ -- _- - -__ -- ----- -------- <br />-�_ INS <br />" _- -- - - -- — <br />jis <br />\ T7 <br />- — - h_ <br />PROPERTY <br />Ri VER BOUNDARY <br />/� - - _ 333 M.a ••\ ^O- \ <br />468( <br />467( <br />I <br />i <br />466C <br />465C <br />464C <br />463C <br />RDEN <br />462C <br />4610 <br />H7 <br />a <br />4600 <br />Q <br />4590 <br />Q_ <br />—_ <br />U <br />N <br />r> <br />CL) <br />0 <br />Q1 <br />G <br />a <br />U <br />0 <br />rn <br />C- <br />I` <br />N <br />O <br />Tp� <br />18 <br />CACHE <br />EA POUDRE <br />g <br />- - - - - - -- ------- - - - - -- - - - -- <br />_ -- _- - -__ -- ----- -------- <br />-�_ INS <br />" _- -- - - -- — <br />jis <br />\ T7 <br />- — - h_ <br />PROPERTY <br />Ri VER BOUNDARY <br />/� - - _ 333 M.a ••\ ^O- \ <br />',PLANATION <br />VO ERBURDEJN — BROWN TO DARK BROWN CLAYEY SANDS AND <br />SANDY LEAN CLAYS <br />RECLAMATION BACKF'J -LL — 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 />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 />HA -6 <br />TEST BORING LOCATION —PLAN <br />HA -6 <br />PROFILE TEST BORING LOCA (ION — 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 />I . - W%j �v r vv /_Z_ruV L4tuu <br />4680 <br />4670 <br />4660 <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600 <br />1590 <br />1580 <br />25TH AVENUE GRAVEL PIT STORAGE De9i9 "e' 6Y <br />W \ \ \t'�tlrrt'n��� • SLURRY WAI L JCD <br />...... £C��, GREELEY, COLORADO Drown By: <br />�� • MLP <br />• r. s <br />'oF�;NLMIt SLURRY WALL ° °` ° °aY <br />�g SCK <br />°NMFNTAL PLAN AND PROFILE <br />Sheet No.. <br />2 of 6 <br />• 0 6 Altlnco: Inc. <br />M 110 1.th Street, Suite 9D0 <br />�A ` E \\�, o.��et, cD eazoz -szoz D.e.my N. <br />ISSUE DAM RE SIpNS BY \\ Tel !03.534.5 >89 ScNe AS SHGWN ZZ <br />vo.� sm.va.m% u°v: JANUARY 2002 � OJ IL� <br />Permit #: ti 7 )C, Confidental ?:Nb <br />Class: t ti Type -Seq.: <br />From. t_' • f G T9, <br />Doc. Name: 5' l u, n d l r, i f� 1z l J- <br />Doc. Date (if no date stamp) <br />HA 1 8 - <br />I <br />i <br />- <br />- <br />VERB <br />RDEN <br />7 <br />H7 <br />~ {A- I 6 <br />H <br />o <br />',PLANATION <br />VO ERBURDEJN — BROWN TO DARK BROWN CLAYEY SANDS AND <br />SANDY LEAN CLAYS <br />RECLAMATION BACKF'J -LL — 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 />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 />HA -6 <br />TEST BORING LOCATION —PLAN <br />HA -6 <br />PROFILE TEST BORING LOCA (ION — 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 />I . - W%j �v r vv /_Z_ruV L4tuu <br />4680 <br />4670 <br />4660 <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600 <br />1590 <br />1580 <br />25TH AVENUE GRAVEL PIT STORAGE De9i9 "e' 6Y <br />W \ \ \t'�tlrrt'n��� • SLURRY WAI L JCD <br />...... £C��, GREELEY, COLORADO Drown By: <br />�� • MLP <br />• r. s <br />'oF�;NLMIt SLURRY WALL ° °` ° °aY <br />�g SCK <br />°NMFNTAL PLAN AND PROFILE <br />Sheet No.. <br />2 of 6 <br />• 0 6 Altlnco: Inc. <br />M 110 1.th Street, Suite 9D0 <br />�A ` E \\�, o.��et, cD eazoz -szoz D.e.my N. <br />ISSUE DAM RE SIpNS BY \\ Tel !03.534.5 >89 ScNe AS SHGWN ZZ <br />vo.� sm.va.m% u°v: JANUARY 2002 � OJ IL� <br />Permit #: ti 7 )C, Confidental ?:Nb <br />Class: t ti Type -Seq.: <br />From. t_' • f G T9, <br />Doc. Name: 5' l u, n d l r, i f� 1z l J- <br />Doc. Date (if no date stamp) <br />HA 1 8 - <br />I <br />i <br />- <br />- <br />VERB <br />RDEN <br />H7 <br />~ {A- I 6 <br />H <br />/ <br />—_ <br />COARID <br />E <br />FIN <br />L <br />WSW <br />W <br />ATHERE <br />— - <br />- - -- <br />R <br />OP 0 <br />UNW <br />ATHE <br />ED <br />MU <br />STON <br />BEDROCK <br />OF <br />KEY <br />10 +00 12 +00 14 +00 Iii +nn <br />I <br />nn <br />. <br />',PLANATION <br />VO ERBURDEJN — BROWN TO DARK BROWN CLAYEY SANDS AND <br />SANDY LEAN CLAYS <br />RECLAMATION BACKF'J -LL — 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 />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 />HA -6 <br />TEST BORING LOCATION —PLAN <br />HA -6 <br />PROFILE TEST BORING LOCA (ION — 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 />I . - W%j �v r vv /_Z_ruV L4tuu <br />4680 <br />4670 <br />4660 <br />4650 <br />4640 <br />4630 <br />4620 <br />4610 <br />4600 <br />1590 <br />1580 <br />25TH AVENUE GRAVEL PIT STORAGE De9i9 "e' 6Y <br />W \ \ \t'�tlrrt'n��� • SLURRY WAI L JCD <br />...... £C��, GREELEY, COLORADO Drown By: <br />�� • MLP <br />• r. s <br />'oF�;NLMIt SLURRY WALL ° °` ° °aY <br />�g SCK <br />°NMFNTAL PLAN AND PROFILE <br />Sheet No.. <br />2 of 6 <br />• 0 6 Altlnco: Inc. <br />M 110 1.th Street, Suite 9D0 <br />�A ` E \\�, o.��et, cD eazoz -szoz D.e.my N. <br />ISSUE DAM RE SIpNS BY \\ Tel !03.534.5 >89 ScNe AS SHGWN ZZ <br />vo.� sm.va.m% u°v: JANUARY 2002 � OJ IL� <br />Permit #: ti 7 )C, Confidental ?:Nb <br />Class: t ti Type -Seq.: <br />From. t_' • f G T9, <br />Doc. Name: 5' l u, n d l r, i f� 1z l J- <br />Doc. Date (if no date stamp) <br />