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1\ <br />i <br />I <br />NW CORNER <br />NWMSWM <br />SEC77ON28 ----- - - - - -- <br />TIN., R.2W-, U.M. <br />Fence on Boundary <br />0 31 <br />�1$l: <br />2 NI <br />I I <br />1 1 <br />6In. Oleohetge Pipe <br />'Rena'Meftseee <br />�r <br />om <br />♦ c c <D <br />a; ` \ ♦ 0`� l� \ <br />r° \ ` \ ♦ / <br />I •` \ � s art <br />•' ` \ \ ` / <br />/ <br />•\ \ Ds-Wetning Tre If <br />\ <br />j \ <br />--- - - - - -- - - - - -- _. <br />C� <br />e <br />LD. DESCRIPTION <br />OWNER <br />Outbuilding <br />Dwelling <br />Martin and Donna Azcarrags <br />Martin and Donna Azcanaga <br />Gravel Driveway <br />Martin and Donna Azcanegs <br />Fence <br />Martin and Donna Azearrage <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 />Railroad Crossing Signal <br />Union Pacific Railroad Co. <br />1 Water Mein and Appurtenances <br />Ute Water Conservancy Dlet. <br />Overhead Power Una and Appurtenances <br />Grand Valley Rural Power Co. <br />Underground Communication Line and Appurtenances <br />Owest Communication, Inc. <br />30 R. <br />Resource Stockpiles <br />at Vadous Locations <br />Within Excavadon Area <br />�Cr <br />Overburden Stock Pile <br />(See Detail) <br />_ Topsoil Stock Pile Area <br />(See Detail) <br />ao•. <br />Construct 12 /t. Mote x 760 R. Long <br />_ Acceleration Lane w13 R. Shoulder <br />\' r <br />l" LIMITS OF EXCAVATION <br />14.2 Acres <br />- - - - -- ,...� -- <br />Typ. Diversion Ditch <br />See Detail This Sheet \ <br />Rode Check Structure <br />(Typ. 7 Places) <br />See Detail This Sheet <br />1 4510 1 <br />4500 <br />1 43901 <br />%: 0 <br />I1 <br />I� <br />I• <br />i 19u <br />I iN <br />11' <br />250 n. <br />f <br />1 1 <br />- J <br />i <br />S� <br />V I <br />I <br />01 <br />i <br />Earthen Drainage Ditch <br />PERMIT BOUNDARY <br />26.99 Acres <br />a <br />,i • <br />b I <br />m <br />a' <br />% <br />Limits of Excovadon <br />Soil Stockpiles <br />(See Detail) <br />B In. Top Soil Existing Ground Profile <br />I <br />Soil Overburden ' <br />I a <br />— Normal Ground Water Elevation <br />i <br />LIMITS OF EXCAVATION <br />Sand and Gravel Resource I <br />• N <br />Shale Bedrock Layer <br />Maintain Min. Cne Foot ' <br />' 0 <br />Co- <br />1 2 3 4 5 8 7 8 9 <br />SECTION A - A <br />Scab: 1 • • 100' hoa. 1 • -f o' verl. <br />Overburden Stockpile <br />1 <br />SOIL STOCKPILE DETAIL <br />NTS <br />Existing Natural <br />4520 <br />Drainage Channel <br />G O <br />18 in. <br />181n, <br />\ <br />ki: iai 3 v:e,i 3i° I: Sa° 99::SdS E94diiS'vi9 RS, <br />I <br />I I' <br />x::ss <br />C <br />Poo <br />{{,fiy <br />'Eeaui 'ia�ni <br />ad <br />E o <br />: <br />30 R. <br />Resource Stockpiles <br />at Vadous Locations <br />Within Excavadon Area <br />�Cr <br />Overburden Stock Pile <br />(See Detail) <br />_ Topsoil Stock Pile Area <br />(See Detail) <br />ao•. <br />Construct 12 /t. Mote x 760 R. Long <br />_ Acceleration Lane w13 R. Shoulder <br />\' r <br />l" LIMITS OF EXCAVATION <br />14.2 Acres <br />- - - - -- ,...� -- <br />Typ. Diversion Ditch <br />See Detail This Sheet \ <br />Rode Check Structure <br />(Typ. 7 Places) <br />See Detail This Sheet <br />1 4510 1 <br />4500 <br />1 43901 <br />%: 0 <br />I1 <br />I� <br />I• <br />i 19u <br />I iN <br />11' <br />250 n. <br />f <br />1 1 <br />- J <br />i <br />S� <br />V I <br />I <br />01 <br />i <br />Earthen Drainage Ditch <br />PERMIT BOUNDARY <br />26.99 Acres <br />a <br />,i • <br />b I <br />m <br />a' <br />% <br />Limits of Excovadon <br />Soil Stockpiles <br />(See Detail) <br />B In. Top Soil Existing Ground Profile <br />I <br />Soil Overburden ' <br />I a <br />— Normal Ground Water Elevation <br />i <br />LIMITS OF EXCAVATION <br />Sand and Gravel Resource I <br />• N <br />Shale Bedrock Layer <br />Maintain Min. Cne Foot ' <br />' 0 <br />Co- <br />1 2 3 4 5 8 7 8 9 <br />SECTION A - A <br />Scab: 1 • • 100' hoa. 1 • -f o' verl. <br />Overburden Stockpile <br />1 <br />SOIL STOCKPILE DETAIL <br />NTS <br />Existing Natural <br />4520 <br />Drainage Channel <br />G O <br />18 in. <br />181n, <br />�I <br />ki: iai 3 v:e,i 3i° I: Sa° 99::SdS E94diiS'vi9 RS, <br />I <br />I I' <br />x::ss <br />C <br />Poo <br />{{,fiy <br />'Eeaui 'ia�ni <br />ad <br />E o <br />: <br />I <br />j 9 e:olii:rioEiliS [j: <br />l'!.. <br />i. c eh MI, <br />�o <br />0 <br />At <br />Sediment Laden Runoff Water <br />O o O'9 <br />TOP VIEW <br />u <br />Q n p <br />Mix 3 in. to 6 in. Die. Crushed Rock - -� <br />�� <br />NN r <br />o <br />°6Z <br />Ua x0 <br />ti <br />Secure Kin. <br />Steel Win Tc <br />- - -- Flowline <br />FRONT VIEW <br />Do Not Use Geotextile Febnc <br />In Rock Banner <br />- Treated Runoff Water <br />.. <br />ES <br />SIDE VIEW <br />ROCK CHECK STRUCTURE DETAIL <br />Topsoil Stockpile <br />feet <br />Permit Boundary —� <br />1 <br />T <br />Stockpile <br />DETAIL "A" <br />eo•l,: fin • p n <br />�— Seeded Slope Do Not Disturb Natural Vegetation <br />Between Diversion Ditch and <br />3 feet Property Line <br />jlk- <br />4 <br />DIVERSION DITCH DETAIL <br />wollogy <br />N <br />4520 <br />G O <br />'m <br />- <br />(ld 00 <br />m <br />° <br />O <br />\ <br />r- L) <br />F = <br />o <br />ad <br />E o <br />~^ <br />REQfS <br />C U <br />�o <br />0 <br />o <br />O o O'9 <br />j <br />a W O <br />u <br />Q n p <br />�� <br />NN r <br />o <br />°6Z <br />Ua x0 <br />ti <br />29778 <br />° N <br />MW °� ° <br />oa <br />4510 <br />4 <br />U <br />W CN <br />a� <br />a- <br />o x w <br />b0 v <br />N <br />n <br />C C <br />�� <br />> <br />U J <br />GL. <br />��• <br />ac9 <br />= <br />—U <br />�W <br />Z= <br />W Z <br />J <br />W u7 <br />Z <br />V 00 <br />N, <br />W <br />p N <br />U <br />4500 <br />�� <br />€ <br />Z a <br />z <br />W <br />mW <br />< <br />m <br />:L <br />J> <br />J< <br />aX <br />UW <br />4390 <br />m <br />4380 <br />�— Seeded Slope Do Not Disturb Natural Vegetation <br />Between Diversion Ditch and <br />3 feet Property Line <br />jlk- <br />4 <br />DIVERSION DITCH DETAIL <br />wollogy <br />N <br />G O <br />'m <br />Z <br />(ld 00 <br />m <br />° <br />O <br />O <br />r- L) <br />ad <br />E o <br />~^ <br />REQfS <br />C U <br />V <br />Q <br />o <br />JOB <br />�•a•p• TF' �: <br />`.`�Qit <br />q <br />w <br />�� <br />NN r <br />^y <br />C Y N <br />ti <br />29778 <br />V <br />LLJ <br />4 <br />U <br />U <br />a, ` sCAIE: <br />••••eeees•••• <br />t%i <br />b0 v <br />N <br />��.: <br />C C <br />1 in. <br />� rd <br />GL. <br />c� <br />O <br />C� <br />U <br />Uj <br />� i% � = <br />aca O <br />a <br />owZ <br />O <br />N � V <br />10� 60' <br />G O <br />'m <br />10 <br />(ld 00 <br />m <br />° <br />O <br />CjU) <br />r- L) <br />ad <br />E o <br />~^ <br />REQfS <br />C U <br />V <br />Q <br />o <br />JOB <br />�•a•p• TF' �: <br />`.`�Qit <br />q <br />�� <br />NN r <br />^y <br />C Y N <br />ti <br />29778 <br />V <br />LLJ <br />4 <br />U <br />a, ` sCAIE: <br />••••eeees•••• <br />t%i <br />b0 v <br />��.: <br />C C <br />1 in. <br />� rd <br />GL. <br />c� <br />Uj <br />� i% � = <br />aca O <br />a <br />owZ <br />O <br />N � V <br />10� 60' <br />'m <br />Y <br />Contour Interval of 2 /set <br />m <br />m <br />° <br />O <br />Q <br />U <br />REQfS <br />V <br />a <br />NUMBER: <br />JOB <br />�•a•p• TF' �: <br />`.`�Qit <br />q <br />y DATE: <br />29778 <br />AUGUST, 2005 <br />a, ` sCAIE: <br />••••eeees•••• <br />��.: <br />1 in. <br />= 100 R. <br />EXHIBIT PREPAREDBY.' ,i�/>'�iljSYlf Zif` /�%i� �irr /QNA� EN\���� sNEET N0: <br />-« DATe 3 �/� 'Illllullnui)�)` TWO Of TWO <br />