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NW CORNER <br />NW/. SIN Y, <br />SECTION 26 — - \ - <br />TIN R 2W.. U Mi <br />Fence on Boundary ►• ' • `\ <br />OIFkPG <br />k C '. I d• \ <br />Q-oCOO : i I <� An •• v <br />rr) ♦ 'e/ <br />Limits of <br />5 Haul Road <br />OVERBURD Pavement - A 6P <br />EN 0 <br />STOCKPILE <br />- I <br />Nb <br />I <br />30 re <br />1Q2 1�11° ca(R, <br />yo p <br />P, <br />/ \ <br />A <br />' <br />\ \ a <br />m <br />O <br />`'4 \ • <br />'•` ' \ Resource Stockpiles <br />•.` - at Various Locations <br />Within Excavation Area <br />• <br />'.` Easement For Lofs J 8 4 ` <br />v 4520 ><' <br />Rock Banner LIMITS OF EXCAVATION <br />- \ <br />See Detail This Sheet 14.2 Acres I <br />'•� 6 in Discharge Pipe's -. -. <br />`' <br />Construct 12 ft. Wide x 760 ft. Long <br />Acceleration Lane w/ 3 ft. Shoulder <br />See Detail "A" <br />This Sheet <br />Soil Stockpiles <br />I (See Detail) <br />6 in. Top Soil - Existing Ground Profile ��.. <br />— I <br />Soil Overburden <br />ca <br />a <br />4510 I Normal Ground Water Elevation <br />1 LIMITS OF EXCAVATION <br />Sand and Gravel Resource I <br />4500 <br />OWL <br />1 <br />1 <br />L' Maintain Min. One Foot 1 <br />4390 ; a <br />0 <br />m 10 <br />i •m <br />0. <br />4380 <br />0 1 2 3 4 5 6 7 8 9 10 <br />SECTION A - A <br />Scale 1 "= 100'horz. Y'= 10'vert. <br />20 feet ►� 20 feet ►-• 10 feet N 20 feet ►� 8 feet ►-• 10 feet _N 8 feet 04 30 feet <br />`w 2 <br />'E Overburden Stockpile I <br />° 2 <br />1 Topsoil Stockpile q feat <br />I <br />1 - Limits of Excavation Permit Boundary -o. <br />1 <br />SOIL STOCKPILE DETAIL <br />NTS - - - -- - -- <br />\ - - De-Watering Trench PERMIT BOUNDARY <br />\ 2- 12'x6'x6 °thk \. f 26 99 Acres <br />"Reno' Mattresses x <br />© \ _ Overburden Stock Pile Area <br />IW\ <br />\ \ 90 \ (See Detail) <br />�h� _ Topsoil Stock Pile Area <br />v P a� A See Detail) <br />0000 oq 's . J�Q tio® ecs <br />'•� 00001, 2.. � I w �SCeP <br />_ 30 /t. <br />\ �• - (TYPO <br />250 ft. — -© <br />° \ ' <br />O \ Typ Dive rsion Ditch \ i <br />Q See Detail This Sheet - \ 200 (t_ <br />F1�1 /® i <br />/ Rock Check Structure \ <br />`Typ.7 Pieces) - - '.\ 7., p_ 5 <br />.,_ <br />See Detail This Sheet i 2� 6 <br />\ \ \\ <br />OWYVEJROiFSURFACE <br />007 <br />\ / Exist. Earthen Drainage Ditch <br />SIGNIFICANT PERMANENT MAN-MADE STRUCTURES <br />I.D. DESCRIPTION OWNER <br />Outbuilding Martin and Donna Azcarraga <br />Dwelling Martin and Donna Azcarraga <br />Gravel Driveway Martin and Donna Azcarraga <br />Fence <br />Martin and Donna Azcarraga <br />Interstate 70 and Appurtenances <br />Colo. Dept. of Transportation <br />Fence <br />Colo, Dept of Transportation <br />Railroad and Appurtenances <br />Union Pacific Railroad Co. <br />Paved Roadway and Appurtenances <br />Mesa County <br />_ <br />Railroad Crossing Signal <br />Union Pacific Railroad Co, <br />1 Water Main and Appurtenances <br />Ute Water Conservancy Dist. <br />Overhead Power Line and Appurtenances <br />Grand Valley Rural Power Co. <br />Underground Communication Line and Appurtenances <br />Owest Communication, Inc. <br />Existing Natural <br />Drainage Channel <br />Secure % in. Opening <br />Steel Wire To Posts <br />SIDE VIEW <br />ROCK _CHECK_ STRUCTURE DETAIL <br />I I <br />1 inch to 3 inch <br />Screened Rock <br />Metal Post <br />_Drive min, 24 in. <br />Into Ground <br />Max. 30 in. ctm <br />PLAN VIEW <br />'LO±5 <br />� 10 rear <br />SIDE VIEW <br />ROCK BARRIER DETAIL <br />- - <br />- <br />Sediment Laden Runoff Water <br />TOP VIEW <br />4500 <br />Mix 3 in to 6 in Die. Crushed Rock -- - <br />c <br />N <br />\ <br />..: :.. <br />.....: :::... <br />J <br />a s <br />L Z5 <br />rsa.cx, s r <br />J <br />;iiT <br />-- Flowline <br />FRONT VIEW <br />Z <br />Do Not Use Geotextile Fabric <br />In Rock Barrier <br />t <br />Q <br />Treated Runoff Water <br />:'.lilillll]j: <br />Secure % in. Opening <br />Steel Wire To Posts <br />SIDE VIEW <br />ROCK _CHECK_ STRUCTURE DETAIL <br />I I <br />1 inch to 3 inch <br />Screened Rock <br />Metal Post <br />_Drive min, 24 in. <br />Into Ground <br />Max. 30 in. ctm <br />PLAN VIEW <br />'LO±5 <br />� 10 rear <br />SIDE VIEW <br />ROCK BARRIER DETAIL <br />\ •� �s 4 <br />\ \' <br />DETAIL "A" <br />Scale 1,n - Xq <br />-- Seeded Slope Do Not Disturb Natural Vegetation <br />Between Diversion Ditch and - <br />3 feet Property Line <br />Stockpile <br />4520 <br />4510 <br />- - <br />- <br />t <br />9 <br />4500 <br />4390 <br />\ <br />" <br />J <br />\ •� �s 4 <br />\ \' <br />DETAIL "A" <br />Scale 1,n - Xq <br />-- Seeded Slope Do Not Disturb Natural Vegetation <br />Between Diversion Ditch and - <br />3 feet Property Line <br />Stockpile <br />4520 <br />4510 <br />- - <br />- <br />t <br />9 <br />4500 <br />4390 <br />" <br />J <br />V <br />J <br />;iiT <br />- <br />W <br />Z <br />DIVERSION DITCH DETAIL <br />Q <br />gF <br />Id <br />g� <br />3 <br />_ <br />y <br />4380 <br />` <br />rO` <br />° <br />iYCit C? <br />Q <br />W? <br />G I <br />LJ <br />S <br />E v <br />3 0 �I <br />5,� al <br />• � al <br />Q $ o <br />e a z <br />N l T 1. <br />C� <br />U <br />Q <br />1�-r — <br />�y <br />CL _ <br />V <br />rt <br />.ry l <br />VJ _ <br />t EXHIBIT PREPARED BY DATE' �w/•s ° - TWO Of TWO <br />J <br />V <br />J <br />r <br />- <br />W <br />Z <br />DIVERSION DITCH DETAIL <br />Q <br />Q <br />_ <br />V <br />` <br />rO` <br />iYCit C? <br />Q <br />W? <br />JUN 0 5 2006 I <br />0 <br />? <br />Q) <br />`�� <br />fuBrcliunction'r"icl t U11" • / <br />Division of Minerals & GoalcJyv <br />N <br />V <br />i <br />' <br />Q <br />A <br />y <br />100' 50' 01 _ 100' <br />Contour Interval = 2 feet <br />Pennit #: n <br />?OOS —e <br />' l <br />L`- Contidental• ?: /y <br />Class: Perm, <br />+- DD S <br />Type- Seq.a� mll� •a•••••• <br />•• <br />From: �o� <br />., <br />• <br />To: � •t <br />Doc. Name: i[�ir <br />Doc. Date (if no date stam ):� <br />• <br />(��` 1 S <br />AUGUST, 2005 <br />••••• °•.....•' <br />1 in. <br />= 100 It. <br />t EXHIBIT PREPARED BY DATE' �w/•s ° - TWO Of TWO <br />