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'..'........ ........ <br />. ��;1�� •�,Cf'' ...� <br />i" <br />•�7 <br />„8 I <br />1ZYII <br />O A <br />3 <br />SI¢$ I <br />Y i <br />�yY <br />ri" <br />C <br />Ly I <br />S�y�lf <br />I "8I0 <br />H }I <br />fi 1 <br />it <br />rY <br />t 4 <br />f I <br />ss <br />:g <br />_rs <br />I�pY` <br />„ <br />I <br />I p <br />MI 0109. <br />S I j F'',� � ' •''' •'' •' ' ''.'.'.' ... .......... .........• .. • • •'.' .. . ... . <br />. ... ....••• • : : • : :.. <br />.: • :: • :.•..:..:. :. ....�I I I <br />Proposed Wire <br />Fence <br />...... ............. : ;: <br />III.'�•.'.'..'.'.'.. ..... ............. ....... .. ..... ...... .. ..... ..•..• .'......... �� I <br />I i I 4. .'...'• ..... . . .... :' : <br />I : :............ '' . ....: ' • ....... • • • •''' .... ... : .... : : <br />:: ':: • ' '' '' ' ''' '. ... • .......... • ' ....... ...... . .... . .. .......'.'. . I o <br />w f I ^ I claw Retention Pond : :: , .LOCi�21'5lb'' N GRAVEL ROAD' ' . ... / r :: : ... . . . : : AdS. . ' . r • ' . ' • . • ' ' . '' ' ' <br />.' <br />'' • AS REQUIRED •DURIN3 .. ... .. • <br />1 OPERATIONS ` <br />..n I I ..... ...... / .... <br />. <br />_ <br />I I <br />�. .. I I <br />.... ....... .... . . <br />I :,24° P'pIPp Yir /F[71REV. : :.'.'..'. ,•.. .. ..' ..... ............'.' ...... ' <br />END. SF�C710NS.. SLOPE 1-. 0.` ' . I Earth B rm <br />q I I DRAINAGE •SWAL•E (9,600c <br />^ PORFABEE SCALES !..... .SLOPE �' 0.576. ..... ' <br />G ff I <br />I MINING 6OUPNOARY . . -T . <br />. SEE NO <br />A EU <br />rom cgs <br />T=8c' <br />m i ^ ,r„- PI.a-Oi aa-,Q -,•. ° ° °° XNG 6 FT SCRE IS <br />Pay -ail- 00-108 <br />Kt,O,a, sL,nt tap, ] ••l.. ,..,,.. �• • Al S AL•['{- ---3jf :KT.l„a`r��aRa" <br />d PP.B-ple- OO -O.T a• _ I <br />L4,. aaTm"atQ. LLC Pf Pty- -eo- SLOPE" s <br />^ I MR•.n Slap trq• t bMlr ; 1 a S sNty •.l•' <br />T c vuw . 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I <br />I IT <br />r r,.•,l•' I V <br />I $ ^ a <br />r <br />A • e <br />I Y n <br />r, <br />LEGEND <br />o <br />op= t:amva m <br />pow� amism <br />"mom OW" eye <br />Cttt� , <br />r,Ntlra tn <br />_ • <br />,epee e=mm cm <br />® <br />NEM=1G <br />0 <br />NRO ,try' <br />100 ®® <br />. <br />.W.Imp=,cr, <br />901ILL <br />1 "= 100• <br />i <br />� � <br />W <br />r...� <br />6 <br />U <br />attic, t— C" to r„o <br />❑ <br />tafts <br />a <br />— [ <br />r.,. ate, <br />to" Too <br />— ° <br />trail ,t,Y W <br />— <br />b.I.., aft u. <br />s <br />trop, vor n e,r <br />e016 <br />a•aeares •r. <br />d <br />C <br />I 6 rL�• <br />1 b K <br />S' LandsMe " i "? \ <br />SE Corner I l 1 I <br />14W 1/4 NW 114 Not TN <br />Section 5 <br />Re ON rxb&ba ova turd" <br />0 <br />O <br />t <br />GENERAL NOTES <br />1. Total Project Area. 37.6 Acres <br />2. Tote, Mined Land Area: 32.5 Acres <br />3. Mining for Bond and gravel will be accomplished by a progressive, <br />open pit mining method. At overburden in front of the active sand and <br />gravel mining area is removed, It wih be placed in the backfkl area <br />behind the sand and gravel highwall area The backfGl area will also <br />require Inert, import III material AT NO TIME SHALL THE EXCAVATION <br />PIT AREA (See Typicd Section Depicted Below) EXCEED 3 ACRES IN <br />TOTAL AREA. The 3 acre restriction has been placed on the excavation <br />pit area to limit the amount of cite ill required for reclamation work to <br />75.000 cubic yards. <br />4. The top two to six inches of topsoil material sha!I be stripped from <br />mining area, stockpile areas, processing areas, and site haul road, NOT <br />TO EXCEED 15 ACRES IN SIZE AT ANY ONE TIME The topsoil shall be <br />stockpiled in buffer aeas adjacent to mining operations and used for <br />site reclanr►ation Topsor stockpiles in place for one year or more shall <br />be seeded using the reclamation teed mix. <br />5. Reclamation topsoi placement, mulching, seeding a"Id fertilizing may <br />be delayed unit an amo not exceeding 10 acres In size at any one time, <br />is available to work. See Reclamation plans for additional details <br />6. Mining for the surd and gravel will require the use of pumps to <br />remove groundwater tan the excavation pit area. The dewatering <br />operations will progress along with the mt•ting operations as they move <br />through the site Grwndwater wi!1 be pumped and discharged into <br />settlement pond(s) prior to discharge off of the project site and Into the <br />Canning Factory Drair ditch. Two discharge points along the north <br />boundary of the project, have been approved by the State of Colorado <br />The discharge will be monitored prior to release, In accordance with the <br />permit requi-ements <br />7. A 5' Landscape strip, Installed per the City of Grand Junction <br />Requirements, shall be provided along the entire length of the project <br />along G Road and the north 600' of 23 Road. <br />8 The entire project site shall be fenced. A 6• chainlink fence with <br />screening fabric shall be used in all areas which an 23 Road and G <br />Road, and all residential uses. A high tension wire fence shall be used <br />in al; other areas. <br />9 All precipitation runoff shall be collected and retained in a new <br />retention pond constructed along the west edge of the project All <br />disturbed areas within the project shall be graded such that drainage will <br />be collected within this retention pond or the excavation pit area <br />10. Haul roads depicted on this drawing may be adjusted or relocated <br />as necessary to promote safe mining and access practices Haul roads <br />shall be covered with clean grovel as required to control dust Haul <br />roads, stockpiles, and other disturbed areas sho'I be kept damp, covered, <br />or chemically treated with magnesium chloride, as required, to control <br />dust. <br />11 Access to and t•om the mining operations shall be from 23 Road <br />only <br />12. Mining for sand and gravel shall not extend past the buffer limits <br />established on the project drawings, unless otherwise noted. In no case <br />shall the rock cxrushtr" located within 500 feet on a residential <br />dwelling <br />13 All sand and gravel highwall mining (le — the sand and grovel <br />highwall) that is located within 100' of the North. South and West Permit <br />Boundary shall be cu! at a maximum 3:1 slope. This restriction has <br />been placed to minimize the risk of slope failure large enough to cause <br />damage to offelte structures The 100' buffer length was established <br />assuming a maximum mining depth of 32' <br />14 Mining for sand and gravel material Is anticipated to require 10 <br />years to mine, and another 2 years to deplete material stockpiles and <br />complete site reclamation work <br />d Sagas – T <br />PPP– ,d t compacted <br />r_ e <br />Not To llealr <br />ca <br />6Ci <br />6C1 <br />A <br />Cal <br />P <br />b <br />a <br />v <br />r <br />f� <br />v <br />V <br />r4 <br />V <br />P-J, <br />SHM 10 <br />M— 1 .L <br />J RFc�i�F� <br />6sd <br />G�y <br />t - -I <br />o <br />, I <br />, I <br />EC <br />im 141021 <br />s7.0001 <br />o <br />.0 <br />❑ <br />2 -25 -00 <br />901ILL <br />1 "= 100• <br />SHM 10 <br />M— 1 .L <br />J RFc�i�F� <br />6sd <br />G�y <br />t - -I <br />, I <br />, I <br />I <br />I <br />.0 <br />❑ <br />I <br />I <br />� 1 <br />, I <br />i <br />� � <br />W <br />C N <br />' o <br />❑ <br />., li <br />a <br />❑ <br />Z 0o$i <br />❑ <br />Iqq <br />❑ <br />Redelved <br />JUN 2 0 2000 <br />D*bn of wZ <br />Ilmmil lllllill <br />