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I <br />n <br />NW CORNER <br />NW 1% SW % - \. <br />SECTION 26 - <br />T IN R 20' U M. ,� •\ - - <br />Fence on Boundary ► O \ <br />.`FO,r Ground Water Monitonng Well - <br />?kP0 °o N _. °'a,,. - (TYp.3Places) <br />k50 2 I See Detail Exhibit F <br />��e 01D0 a �a \ \ GO/ZN <br />0� - .x- v ". �:, \ Rio' 6p <br />1e`,� `� \ iOe� ��S OWNER OF SURFACE: <br />�� /< �O.p• ;�'Q,qq. - - -..._ COOT - - <br />Limits of ,� : ro 110, OF. <br />Haul Road _ k. ' .� 4 _ �Q <br />co <br />f�— Pavement ♦ CPS SS a <br />OVERBURDEN 5 6ys, _ �, a <br />STOCKPILE ♦ a,9'. <br />® ► Kba ; ♦ yti° \ Construct 12 R. Wide x 760 ft. Long <br />° ° \ 1 Acceleration Lane w/ 3 R. Shoulder <br />` /_ ♦ `pc (Typ.) <br />j <br />Ell <br />See Detail <br />This Sheet <br />a • <br />•'� Resource Stockpiles <br />•` at Various Locations <br />Within Excavation Area <br />''� • - , <br />\ � so . ,so more,a.EOre,s <br />Soil Stockpiles <br />(See Detail) <br />6 in. Top Soil Existing Ground Profile <br />4520 <br />C� <br />I Soil Overburden <br />o <br />4510 I Normal Ground Water Elevation Ia <br />LIMITS OF EXCAVATION <br />Q) <br />Sand and Gravel Resource <br />4500 <br />Shale Bedrock <br />Layer <br />Maintain Min. One Foot - - <br />4390 <br />f. <br />4380 <br />Easement Par Lots 3 6 C , <br />l <br />4520 xl <br />I <br />` - -- <br />Rock Berner LIMITS OF EXCAVATION <br />- See Detail This sheet 14.2 Acres <br />'\ 6 in Discharge Pipe'-, - <br />De- Watering Trench <br />2-12'x 6'x 6"thk 11111 <br />"Reno" Mattresses <br />It __ Overburden Stock Pile Area <br />` (See Detail) <br />+. C11? O <br />sue. \ Topsoil Stock Pile Area <br />\ / �4 �' See Detail) x) <br />d \0\, <br />q <br />x <br />/ �� . 0 1 <br />,, \ u! k9ceP <br />'• ` C'4` . \ .. - - .. - .. - o take. bloc <br />1P 01\ <br />,N <br />'•� 30 ft. <br />(Typ.) <br />� ►f <br />250 /t. <br />p ♦ <br />Typ. Diversion Ditch <br />See Detail This Sheet �.. ! 200 ft. <br />SIGNIFICANT PERMANENT MAN-MADE STRUCTURES ` / Rock Check Structure <br />i <br />(Typ. 7 Places) - <br />DESCRIPTION OWNER / See Detail This Sheet , - _- - 2j6 45 <br />\ OWNER OF SURFACE: <br />\ \ CDOT <br />\ — — <br />\ \Exist. Earthen Drainage Ditch <br />-^.• - -- — _- �'T -'--.- �m mrnrn r �- r-�ww.�.wr.wr� , i r ., .;rn.n.�.r. ---r _i- �wwr�rnr _:�r..�. - -. �.�.. _ <br />0 1 2 3 4 5 6 7 8 9 <br />SECTION A - A <br />Scale. 1" = 100' horz . 1 " =10" verf <br />20 feet ►� 20 feet N 101eet -►•� _ 20 Met iH 8 feet ►-• 10 feet ►� 8 feet ►� 30 feet �f <br />A <br />y 2 <br />oOverburden Stockpile �1 f <br />2 -i <br />1 f Topsoil Stockpile 4 feet 1 <br />• V <br />Limits of Excavation <br />Existing Natural <br />Drainage Channel <br />SOIL STOCKPILE DETAIL <br />IV TS <br />1B in <br />LD <br />1 <br />Outbuilding <br />,Martin and Donna Azcarraga <br />Dwelling <br />Martin and Donna Azcarraga <br />Gravel Driveway <br />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 />Railroad Crossing Signal <br />Union Pacific Railroad Co. <br />f 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 />we Communication. Inc <br />\ OWNER OF SURFACE: <br />\ \ CDOT <br />\ — — <br />\ \Exist. Earthen Drainage Ditch <br />-^.• - -- — _- �'T -'--.- �m mrnrn r �- r-�ww.�.wr.wr� , i r ., .;rn.n.�.r. ---r _i- �wwr�rnr _:�r..�. - -. �.�.. _ <br />0 1 2 3 4 5 6 7 8 9 <br />SECTION A - A <br />Scale. 1" = 100' horz . 1 " =10" verf <br />20 feet ►� 20 feet N 101eet -►•� _ 20 Met iH 8 feet ►-• 10 feet ►� 8 feet ►� 30 feet �f <br />A <br />y 2 <br />oOverburden Stockpile �1 f <br />2 -i <br />1 f Topsoil Stockpile 4 feet 1 <br />• V <br />Limits of Excavation <br />Existing Natural <br />Drainage Channel <br />SOIL STOCKPILE DETAIL <br />IV TS <br />1B in <br />1B in. <br />i <br />4510 <br />4500 <br />4390 <br />I <br />Sediment Laden Runoff Water <br />TOP VIEW <br />Mix 3 in. to 6 in. Die. Crushed Rock <br />c <br />4380 <br />N <br />I <br />10 <br />■ <br />0 <br />. -t <br />m ........5'.....v.. <br />.; <br /># <br />505 <br />..... <br />If M <br />i <br />i <br />Secure %in. Opening <br />Steel Mrs To Posts <br />- Flowline <br />FRONT VIEW <br />_ Do Not Use Geotextile =abnc <br />In Rock Berner <br />Treated Runoff Water <br />SIDE VIEW <br />ROCK CHECK STRUCTURE DETAIL <br />SIDE VIEW <br />ROIC.K BARRIER DETAIL <br />Permit Boundary - - <br />4520 <br />i <br />4510 <br />4500 <br />4390 <br />I <br />^n <br />4380 <br />I <br />10 <br />■ <br />0 <br />. -t <br />IS <br />i <br />i <br />S 1 <br />a <br />c <br />a <br />� <br />ti <br />O� <br />m <br />m <br />L <br />v <br />\ 10-1 <br />mo <br />m <br />L <br />a <br />$ 'u <br />DETAIL_ "A" <br />C <br />state f:n =2an <br />- Seeded Slope Do Not Disturb Natural Vegetation <br />► <br />1 { <br />ij <br />a <br />w <br />'Q <br />o WZ <br />U <br />JUN 2 8 2006 Q <br />Grand Junction Field Office <br />Di- Iuhj,t of Minerals & Geolo4y <br />n - <br />,► 100' 50' 0 - _ 100' <br />Contour Interval = 2 feet <br />Permit Ir: /1-?4dS -O(p ( " Confdental ?: <br />Class: ? P� ar (� Type-Seq.: <br />T- 6 r I a •.....•���•. <br />From: <br />ov L_p��co To: D/�i L <br />Doc. Name: Cd nr pl rt 2 �/ <br />Doc. Date (if no date stamp)- AUGUST, 2005 <br />EXHIBITPREPAREDBY' ! DATE *41W (0 <br />1 in. =100 It. <br />TWO of TWO <br />^n <br />I <br />■ <br />0 <br />. -t <br />\ <br />�y, <br />eiA <br />ti <br />O� <br />\ 10-1 <br />r <br />9 <br />DETAIL_ "A" <br />state f:n =2an <br />- Seeded Slope Do Not Disturb Natural Vegetation <br />► <br />Between Diversion Ditch and <br />j <br />3 Met Property Line <br />Stockpile <br />�- -- - - -- - -► <br />Z <br />m <br />CL <br />• <br />Ld <br />DIVERSION DITCH DETAIL <br />Q = <br />Q <br />� m <br />J <br />a <br />w <br />'Q <br />o WZ <br />U <br />JUN 2 8 2006 Q <br />Grand Junction Field Office <br />Di- Iuhj,t of Minerals & Geolo4y <br />n - <br />,► 100' 50' 0 - _ 100' <br />Contour Interval = 2 feet <br />Permit Ir: /1-?4dS -O(p ( " Confdental ?: <br />Class: ? P� ar (� Type-Seq.: <br />T- 6 r I a •.....•���•. <br />From: <br />ov L_p��co To: D/�i L <br />Doc. Name: Cd nr pl rt 2 �/ <br />Doc. Date (if no date stamp)- AUGUST, 2005 <br />EXHIBITPREPAREDBY' ! DATE *41W (0 <br />1 in. =100 It. <br />TWO of TWO <br />