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m <br />m <br />N <br />at <br />T <br />u <br />0 <br />a <br />m <br />m <br />rn <br />rn <br />b+ <br />U7i <br />0 <br />N <br />m <br />Z <br />a <br />0 <br />m <br />m <br />0 <br />1 <br />m <br />m <br />0 <br />CL <br />CL <br />Y <br />N <br />O <br />CfI <br />U <br />!� \ COLORADO RIVER UNITED STATES OF AMERICA <br />BUREAU OF RECUMATION <br />An N: UCH27 <br />fro Box 115W <br />SALT LAKE CITY, UT 84147 <br />LO� <br />G.L.O. LOT 6 ORIGINAL PIT <br />\ PERMIT ARY <br />i \ \ <br />J, <br />r <br />EXPANDED PIT END PAVEMENT PERMIT BOUNDARY <br />PROPERTY LINE <br />L.O. GRIT 1114 <br />WAN R. GRIF <br />GRAND JUNCTION 503 -9673 \ LOT 5 A cp <br />1 <br />G.L.O. L T \ I A k G PARTNERSHIP <br />/LADED PI 1 -3 J I 3324 E -1/4 RD. i <br />/AV � �D <br />CLIFTON, CO 815 20 -807 5 ON <br />�� <br />/ �PRDPpNE v <br />J } DRD <br />111 � <br />\ 1 1 <br />EXPANDED PIT PERMIT <br />J BUFFER \ I 1 I EXCAVATION LIMIT <br />\ $ I <br />\ WA 309 R GRIFFITH . <br />3094 ` I 1 <br />GRAVID J1NC110N. CO 81503 -967J ` J1 <br />JACK M. SANCHE7.-J/ DONNA R MELGOSA <br />SHERRILL S. SANCHef C/O BESSIE M. LRRITNIZER <br />PO BOX 40661 �/ 651 FOREST <br />GRAND JUNCTION. CO 81504 -0681 I MESA, AZ 85203 -6650 <br />I <br />\\\ \ V III I <br />8EC.21, T. 1 8., R. 1 E. 8EC.22, T. 1 8., R. 1 E. <br />SEC.28, T. 1 8., R. 1 E. 0 ;. a 0 PAVED <br />8EC.27, T. 1 8., R. 1 E. <br />O <br />o: <br />\ <br />w <br />u <br />} ® 0� <br />110 <br />295' BUFFEg <br />0 <br />RECLAIMED SLOPE wio <br />-- -- - - 4708 - - <br />JJ-- EXISTING TREES <br />- PROPENIY LINE <br />EXISTING PAVED 20' HAUL ROAD <br />1 DARRIUS VAWAM DEVRIES <br />C <br />GRAND JUNCTION. CO 81503-9608 I I <br />LULA M. JONES <br />3126 C RD. <br />GRAND JUNCTION. CO 51503 <br />PATRICK J. STEINKIRCHNER <br />TERES / <br />TERESA 37738 CT RCHNER <br />RD <br />GRAND JUNCTION, CO 81503 <br />0 C ROAD <br />RANDY PATTERSON <br />3133 C RD, <br />GRAND JUNCTION, CO 81503 -9682 <br />m� <br />�10 <br />- <br />I <br />Q� I 0 <br />DARRIUS WILLIAM DEVRIES C4 <br />3198 C RD. <br />y� N <br />GRAND JUNCTION, CO 81503 - -9608 _ Z <br />M I 0F <br />a <br />J (J <br />� 2 <br />J <br />tt <br />c1 <br />i <br />0 <br />p 0 <br />ELTON E. PATTERSON <br />LEONA R. PATTERSON <br />3143 C RD <br />GRAND JUNCTION, CO 81503 -9682 <br />I <br />II <br />OVERBURDEN <br />GRAPHIC SCALE <br />GRAND JUNCTION, COLORADO SCALE: JOB NO: DATE: <br />11 <br />r <br />GENERAL NOTES: <br />SLOPES <br />ii <br />a� <br />i <br />PIT FLOOR <br />11 <br />ii <br />I <br />to <br />HAUL ROAD <br />BE EXTRACTED. <br />0 <br />30' BUFFER <br />TOTALS <br />RECLAIMED 3:1 SLOPE <br />166910 <br />ALONG PIT LIMIT BUFFER ZONE TO COLORADO RIVER BANK. RECLAIMED <br />1 0 F I <br />6'TOPSOIL & OVERBURDEN(MIN.) <br />a <br />w <br />g <br />AREA 3 BERM <br />SEEDED WITH DRYLAND GRASSES <br />DEC <br />PIT FLOOR WILL BE REa -MMED AS FARM GROUND, SUITABLE FOR THE <br />(MINED LAST) <br />MINED AT 1:1 FACE <br />a x <br />x <br />OL <br />a <br />\ <br />PIT SLOPES WILL BE REVEGETATED BY SEEDING WITH THE RECOMMENDED <br />v, <br />EXISTING MESA SURFACE <br />3' STORMWATER RETENTION <br />THE PLANNED SEED MIX IS DRYLAND GRASS CONSISTING OF CRESTED <br />RECEIVED <br />TO° a O1fRBUROFl1 " F. <br />BERM (2:1 SLOPE MAX.) <br />GRADE TO DRAIN (t1G TYP.) <br />APR 06 1998 <br />, - bq� Y- <br />;ion of Minerals 6 Geology <br />MINED SURFACE <br />r <br />O>fArEl- <br />SLOPE SYMBOL <br />4 <br />J <br />- .. - .. <br />N <br />W <br />MANCOS SHALE . <br />PIT FLOOR <br />0 <br />m� <br />2' GRAVEL(MIN.) <br />9 <br />10 <br />'c <br />2' OVERBURDEN AND TOPSOIL <br />�Z <br />iE1 <br />TOE OF FILL <br />(TILLED AND PREPARED FOR <br />SEEDING) <br />:U <br />\ COLORADO RIVER Q- <br />E n11'N <br />i <br />TYPICAL MINED SECTION <br />®� <br />NOT TO SCALE <br />a�u <br />u <br />} ® 0� <br />110 <br />295' BUFFEg <br />0 <br />RECLAIMED SLOPE wio <br />-- -- - - 4708 - - <br />JJ-- EXISTING TREES <br />- PROPENIY LINE <br />EXISTING PAVED 20' HAUL ROAD <br />1 DARRIUS VAWAM DEVRIES <br />C <br />GRAND JUNCTION. CO 81503-9608 I I <br />LULA M. JONES <br />3126 C RD. <br />GRAND JUNCTION. CO 51503 <br />PATRICK J. STEINKIRCHNER <br />TERES / <br />TERESA 37738 CT RCHNER <br />RD <br />GRAND JUNCTION, CO 81503 <br />0 C ROAD <br />RANDY PATTERSON <br />3133 C RD, <br />GRAND JUNCTION, CO 81503 -9682 <br />m� <br />�10 <br />- <br />I <br />Q� I 0 <br />DARRIUS WILLIAM DEVRIES C4 <br />3198 C RD. <br />y� N <br />GRAND JUNCTION, CO 81503 - -9608 _ Z <br />M I 0F <br />a <br />J (J <br />� 2 <br />J <br />tt <br />c1 <br />i <br />0 <br />p 0 <br />ELTON E. PATTERSON <br />LEONA R. PATTERSON <br />3143 C RD <br />GRAND JUNCTION, CO 81503 -9682 <br />I <br />N <br />II <br />OVERBURDEN <br />GRAPHIC SCALE <br />GRAND JUNCTION, COLORADO SCALE: JOB NO: DATE: <br />11 <br />(Cy) <br />GENERAL NOTES: <br />SLOPES <br />ii <br />6875 <br />PHOTOREVISED 1973. <br />PIT FLOOR <br />11 <br />ii <br />I <br />to <br />HAUL ROAD <br />BE EXTRACTED. <br />0 <br />OVERBURDEN AND TOPSOIL FROM STOCKPILE WILL BE PLACED FOR PIT <br />TOTALS <br />FLOOR GRADING. FINISH GRADING WILL SLOPE FROM TOE OF SLOPE <br />166910 <br />ALONG PIT LIMIT BUFFER ZONE TO COLORADO RIVER BANK. RECLAIMED <br />1 0 F I <br />,11 <br />� <br />i❑ <br />EXHIBIT F <br />TO BE 3 HOR:I VERT (MAXIMUM). <br />DEC <br />PIT FLOOR WILL BE REa -MMED AS FARM GROUND, SUITABLE FOR THE <br />PRODUCTION OF HIGH VALUE CROPS SUCH AS CORN, BEANS, AND <br />II��III��III��III��I�III��III��I�IIII���I���IIII <br />VEGETABLES. <br />PIT SLOPES WILL BE REVEGETATED BY SEEDING WITH THE RECOMMENDED <br />SLOPE SEED MIXTURE, FORMULATED BY THE SOIL CONSERVATION SERVICE. <br />THE PLANNED SEED MIX IS DRYLAND GRASS CONSISTING OF CRESTED <br />RECEIVED <br />WHEATGRASS, GALLETA GRASS, INDIAN RICEGRASS, AND WESTERN WHEAT - <br />GRASS. <br />APR 06 1998 <br />1FGFN2 <br />;ion of Minerals 6 Geology <br />-- 4680 EXISTING CONTOUR <br />4670 PLANNED CONTOUR <br />SLOPE SYMBOL <br />�I <br />11 <br />N <br />W <br />is <br />: O <br />; <br />0 <br />T <br />9 <br />10 <br />'c <br />�Z <br />iE1 <br />O <br />B <br />- ...11.0lO <br />:U <br />a <br />E n11'N <br />i <br />awiry <br />z <br />. ❑N_I❑ <br />a�u <br />y <br />c11� <br />v w <br />rl4 <br />a <br />VO <br />a <br />N N1114 <br />Uwlao�i�o:❑ <br />TAN <br />Q <br />N <br />EXPANDED PIT <br />RECLAMATION APPROXIMATE QUANTITIES <br />AREA <br />FEET 200 0 200 FEET <br />11111111111 I <br />OVERBURDEN <br />GRAPHIC SCALE <br />GRAND JUNCTION, COLORADO SCALE: JOB NO: DATE: <br />SCALE: 1 INCH = 200 FEET <br />(Cy) <br />GENERAL NOTES: <br />SLOPES <br />DATUM IS USGS CLIFTON QUADRANGLE, 7.5 MINUTE SERIES, <br />6875 <br />PHOTOREVISED 1973. <br />PIT FLOOR <br />PIT FINISH FLOOR GRADE IS APPROXIMATE. FINAL GRADE WILL BE <br />160035 <br />DETERMINED BY THE EXTENT OF GRAVEL DEPOSITS M4NCH CAN <br />HAUL ROAD <br />BE EXTRACTED. <br />0 <br />OVERBURDEN AND TOPSOIL FROM STOCKPILE WILL BE PLACED FOR PIT <br />TOTALS <br />FLOOR GRADING. FINISH GRADING WILL SLOPE FROM TOE OF SLOPE <br />166910 <br />ALONG PIT LIMIT BUFFER ZONE TO COLORADO RIVER BANK. RECLAIMED <br />1 0 F I <br />FLOOR WILL CONSIST OF 2' OF TOPSOIL AND OVERBURDEN PLACED ON <br />DATE <br />2'(MIN.) OF GRAVEL LEFT ON PIT FLOOR. ALL RECLAIMED SLOPES <br />EXHIBIT F <br />TO BE 3 HOR:I VERT (MAXIMUM). <br />DEC <br />PIT FLOOR WILL BE REa -MMED AS FARM GROUND, SUITABLE FOR THE <br />PRODUCTION OF HIGH VALUE CROPS SUCH AS CORN, BEANS, AND <br />II��III��III��III��I�III��III��I�IIII���I���IIII <br />VEGETABLES. <br />PIT SLOPES WILL BE REVEGETATED BY SEEDING WITH THE RECOMMENDED <br />SLOPE SEED MIXTURE, FORMULATED BY THE SOIL CONSERVATION SERVICE. <br />THE PLANNED SEED MIX IS DRYLAND GRASS CONSISTING OF CRESTED <br />RECEIVED <br />WHEATGRASS, GALLETA GRASS, INDIAN RICEGRASS, AND WESTERN WHEAT - <br />GRASS. <br />APR 06 1998 <br />1FGFN2 <br />;ion of Minerals 6 Geology <br />-- 4680 EXISTING CONTOUR <br />4670 PLANNED CONTOUR <br />SLOPE SYMBOL <br />EXPANDED PIT <br />RECLAMATION APPROXIMATE QUANTITIES <br />AREA <br />ACREAGE <br />OVERBURDEN <br />GRAVEL <br />GRAND JUNCTION, COLORADO SCALE: JOB NO: DATE: <br />DRAWN BY: <br />BKR <br />(Cy) <br />(Cy) <br />SLOPES <br />8.51 <br />6875 <br />0 <br />PIT FLOOR <br />49.60 <br />160035 <br />0 <br />HAUL ROAD <br />0.60 <br />0 <br />0 <br />TOTALS <br />58.11 <br />166910 <br />0 <br />aoetvea <br />'' MaR g 11996 <br />Flea �llce <br />�otj a G 9Y <br />ON1n Wine[ <br />, _ - - <br />R1119ON DATE <br />DESCRIP11ON BY CH'D PARKERSON CONSTRUCTION INC. <br />GRAND JUNCTION, COLORADO SCALE: JOB NO: DATE: <br />DRAWN BY: <br />BKR <br />REVIEWED <br />AMERICAN CONSULTING <br />FOR ENGINEERS COUNCIL of COLOPRADO <br />44 BASER <br />RECLAMATION <br />P - 200 8358 -03 3/20/98 <br />SHEET NO <br />]REVIEWED <br />DATE: <br />P L A N <br />DESIGNED BY <br />BKR <br />BANNER ASSOCIAITES, INC. 0 CONSULTING ENGINEERS 81 SURVEYORS <br />31 ROAD PIT <br />1 0 F I <br />CHECKED BY: <br />DATE <br />FOR BANNER ASSOCIATES. INC 2777 CROSSROADS BOULEVARD • GRAND JUNCTION, CO 81506 • 19701 243 -2242 <br />EXHIBIT F <br />DEC <br />II��III��III��III��I�III��III��I�IIII���I���IIII <br />, _ - - <br />