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O1 <br />m <br />v <br />m <br />n <br />a <br />0 <br />a <br />n <br />W <br />a <br />Q <br />0 <br />W <br />a <br />a <br />w <br />D E L TA PA VIN ILA <br />s 1/z SECC <br />0' 200' 400' 6057_ <br />�G <br />? l0 �O�Q <br />OD hhOO�OhO� h <br />1 hhtr)�O <br />\ O <br />PART OF_ <br />3 AND N. 1/2 SEC. fo 5 <br />,(;RA VEL <br />viJI <br />T f 5 ,S, R 95 TV 6 T Plif <br />--- <br />��ti <br />N 85'35'24" W RNER <br />788.96' 8'05'49" W GUNNISON - <br />512.94' N ` <br />C <br />79-30, <br />GUN *fvew ISLAND ISLAND p N 9 j p� W N26'45•00,,W <br />( ��,7 4577.8 xIa77 �- G� O C] p.0 x4 <br />c �cel % 3 / �� ` 22'3 <br />x4979.8 <br />4978Q// <br />t <br />424 6 p0., � x 1982.5 x 19 5.7 <br />4981.4 - <br />/ \ x 4586.6 <br />/ \\ POND - 4 <br />5171 4 SEC. 3 x i \ 980 <br />/ 4976.8 \ �\ �- �� SURFACE AREA -S 1/4 SL . 3 <br />= 3.0 AC. �� \PONDS \ <br />Q URFACE X AREA <br />4983.3 \ ' <br />�( \ 4980.3 <br />/ <978s x4979.0 \ POND x4970. \ x498\ 5.5 AC. L \ \ \ \ROY & LUCILLE LONG <br />SURFACE ARA \ D \ <br />CL 24' WIDE HAUL 2.6 AC. <br />ROAD. (PROPOSED) x4979.8 ��n <br />x 4979. 1 1V 44979.3 ' �*Qb ` - - -- - -\ \ / o / <br />x4978 S ..E <br />/� <br />x 4978.2 <br />DELTA PAVING LLC < I I •0�>• - -__ N - - 1 <br />x <br />FEED <br />r w ' III I � I � � -� ; � 1982.7 1 T <br />IJ 4. ED 0 <br />_ NF'1 /4 SEC. 10 / 00 u /4� 5^ <br />1111 .� x 4 <br />98 FEED E <br />U /' � 1` <br />z / / I , -_ I SOT <br />P N LOT <br />x4980.7 x45817 FIELD x +983.0 <br />_ �1 �7J x !990.7 J FEED LOT <br />S 89'51'09" E /� LO <br />587'07'47 "E � � � NE1 /4 SEC. f0 LOT <br />- N86'36'09' ( FEED <br />i r FE TD 1pT <br />9.60 ' POND I LO <br />x45�Ri- I - - -_ -6880 ❑ ❑ i 1 CORRAL I x/982.: <br />'I BUILDING PENS 1--+ -1 <br />r " 4979.5 \ ) I 3 <br />w I <br />P x ry <br />4979.7 1 <br />/r <br />/STANLEY II o ll <br />VOLK / <br />l <br />'' <br />x 1981.7%1/• + <br />WILLIAM & HAZEL E. 1 <br />COWELL III I( <br />II ,I` <br />/III. <br />1 7, <br />iiII1,11 I <br />\III <br />1�\\1 <br />S 00.25'5 W� <br />82 25' <br />J <br />I <br />I <br />SURFACE AREA I <br />- = 35.2 AC. <br />x+sas.z <br />1881.5 <br />x / <br />4983.0 <br />x _ 49;5.0 \ N 90'00 <br />4982.5 <br />x <br />1 i <br />POND <br />SURFACE AREA <br />= 13.6 AC. <br />l <br />5 86'54'06" W==`r <br />1266.24' <br />II <br />! <br />- 4990 <br />W / <br />1 / RICHARD I�I. & BETSEY A. FRAZIER <br />/ / I <br />I/ <br />l I <br />4987.0 <br />SV1 14 SEC 2 <br />-- I w <br />N�1/4 SEC. f 1 <br />� N <br />It o <br />N 72'06'06" E <br />66.54' <br />r <br />1✓ <br />N• <br />RICHARD M. & BETSEY A. FRAZIER <br />NOTES <br />1. ALL SLOPES TO BE 3:1 <br />2. SEE EXHIBIT E FOR SEEDING MIX. <br />3. HAUL ROAD TO REMAIN IN PLACE. <br />4. GRADE PLANT SITE TO DRAIN TO <br />NORTH PONDS. <br />I � <br />i <br />Pem!Ll,lymber 1" - 14 b -(o <br />Class: - ermit <br />sectio - - - -- -- - -- - -- <br />Class: O Revision ! <br />�_--- ---aq: --- ---aq: -------------------------- <br />Class: 0 Repon O Hydro Meneral <br />Doc Type: <br />DApplication (Coal only) 0 Bond 0 Enforcement 0 Inspection <br />RECEIVED <br />MAR 111999 <br />Division of Minerals & Geo"Y <br />PU136c p OFFjc <br />Fite k F <br />E <br />nea*@d <br />I'M 0 9 199 <br />0*10e of A,v 8 Gsolow <br />!mc <br />hi <br />��1U 11 r1 r /rb�r <br />r o <br />rile Nome: E:\GJPIPE\DPG- PITF.DVVG <br />cr C` <br />DELTA PACVINGp GRAVEL PIT <br />RECLAMATION PLAN <br />UUN GRAND JUNCTION PIPE & SUPPLY CO. <br />P.O. BOX 1849 <br />ROLLAND ENGINEERING GRAND JUNCTION, COLORADO 81502 <br />405 Ridges Blvd <br />Grand Jct, CO 81503 Designee cl «kae Prod 8037 Shrt 1 <br />(970) 243 -8300 Drcxm LC Det° 10/27/98 03 0839 Of 1 <br />009062 1 <br />3 4978.7 <br />I <br />t <br />6 _ - _____- <br />x 497 <br />I o <br />I <br />- - -- 668.04 <br />_- _ -- 4- <br />h FIELD <br />_ <br />- - - - -- --- <br />x 4979.5 <br />ry <br />- - <br />FU-- 78Li.9 f7=_ ¢ <br />lj x 4979.0 / <br />I <br />I <br />I <br />° 1 - iseo -� -_ -_ -_ _ -____ ` _ �j FEED LOT <br />iI 4ss <br />_ <br />III <br />z <br />( <br />/� <br />x 4978.2 <br />DELTA PAVING LLC < I I •0�>• - -__ N - - 1 <br />x <br />FEED <br />r w ' III I � I � � -� ; � 1982.7 1 T <br />IJ 4. ED 0 <br />_ NF'1 /4 SEC. 10 / 00 u /4� 5^ <br />1111 .� x 4 <br />98 FEED E <br />U /' � 1` <br />z / / I , -_ I SOT <br />P N LOT <br />x4980.7 x45817 FIELD x +983.0 <br />_ �1 �7J x !990.7 J FEED LOT <br />S 89'51'09" E /� LO <br />587'07'47 "E � � � NE1 /4 SEC. f0 LOT <br />- N86'36'09' ( FEED <br />i r FE TD 1pT <br />9.60 ' POND I LO <br />x45�Ri- I - - -_ -6880 ❑ ❑ i 1 CORRAL I x/982.: <br />'I BUILDING PENS 1--+ -1 <br />r " 4979.5 \ ) I 3 <br />w I <br />P x ry <br />4979.7 1 <br />/r <br />/STANLEY II o ll <br />VOLK / <br />l <br />'' <br />x 1981.7%1/• + <br />WILLIAM & HAZEL E. 1 <br />COWELL III I( <br />II ,I` <br />/III. <br />1 7, <br />iiII1,11 I <br />\III <br />1�\\1 <br />S 00.25'5 W� <br />82 25' <br />J <br />I <br />I <br />SURFACE AREA I <br />- = 35.2 AC. <br />x+sas.z <br />1881.5 <br />x / <br />4983.0 <br />x _ 49;5.0 \ N 90'00 <br />4982.5 <br />x <br />1 i <br />POND <br />SURFACE AREA <br />= 13.6 AC. <br />l <br />5 86'54'06" W==`r <br />1266.24' <br />II <br />! <br />- 4990 <br />W / <br />1 / RICHARD I�I. & BETSEY A. FRAZIER <br />/ / I <br />I/ <br />l I <br />4987.0 <br />SV1 14 SEC 2 <br />-- I w <br />N�1/4 SEC. f 1 <br />� N <br />It o <br />N 72'06'06" E <br />66.54' <br />r <br />1✓ <br />N• <br />RICHARD M. & BETSEY A. FRAZIER <br />NOTES <br />1. ALL SLOPES TO BE 3:1 <br />2. SEE EXHIBIT E FOR SEEDING MIX. <br />3. HAUL ROAD TO REMAIN IN PLACE. <br />4. GRADE PLANT SITE TO DRAIN TO <br />NORTH PONDS. <br />I � <br />i <br />Pem!Ll,lymber 1" - 14 b -(o <br />Class: - ermit <br />sectio - - - -- -- - -- - -- <br />Class: O Revision ! <br />�_--- ---aq: --- ---aq: -------------------------- <br />Class: 0 Repon O Hydro Meneral <br />Doc Type: <br />DApplication (Coal only) 0 Bond 0 Enforcement 0 Inspection <br />RECEIVED <br />MAR 111999 <br />Division of Minerals & Geo"Y <br />PU136c p OFFjc <br />Fite k F <br />E <br />nea*@d <br />I'M 0 9 199 <br />0*10e of A,v 8 Gsolow <br />!mc <br />hi <br />��1U 11 r1 r /rb�r <br />r o <br />rile Nome: E:\GJPIPE\DPG- PITF.DVVG <br />cr C` <br />DELTA PACVINGp GRAVEL PIT <br />RECLAMATION PLAN <br />UUN GRAND JUNCTION PIPE & SUPPLY CO. <br />P.O. BOX 1849 <br />ROLLAND ENGINEERING GRAND JUNCTION, COLORADO 81502 <br />405 Ridges Blvd <br />Grand Jct, CO 81503 Designee cl «kae Prod 8037 Shrt 1 <br />(970) 243 -8300 Drcxm LC Det° 10/27/98 03 0839 Of 1 <br />009062 1 <br />