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t <br />53Lf <br />x <br />I <br />I <br />WELL #AW -5 <br />p \KE,16 CR�S'C <br />6 N \GN pV <br />l pP I 8" DI BURIED i PIPE <br />0 <br />i <br />� WWATERLINE <br />J <br />p % ' <br />V , OAL -5 • A <br />PUMP STA ON PUMP <br />O / <br />AG <br />- <br />�O I_ <br />Q -- ''$„ PVC <br />1 WATERLINE <br />�10 "O DUCrTIL IE RON BURIED pC� <br />/ WATER LINE' G <br />WELL #AW -1 <br />0- <br />6 "SURFACE <br />WATER LINE <br />RIVER <br />PUMP <br />REVISIONS I REFERENCE DRAWINGS <br />DATE BY CHK'D APP'D Drawing Number <br />D -346 -C -501 <br />1' P <br />WELL #AW -3 <br />� <br />i <br />53Zt?,6 <br />10'0 DUCTILE IRON BURIED <br />WATER LINE <br />X 53 'P1-,3 <br />TOPSOIL O PILE #17� <br />(0.90 AC. ±) / <br />,10 "DIB� ED <br />ALLUVIAL WELL ACCESS ROAD <br />ALLUVIAL WELL ACCESS ROAD RESTORATION <br />RAW WATER LINE PLAN & PROFILE <br />ALLUVIAL WELL HOUSE <br />PIPING PLAN AND DETAILS <br />1 , <br />ISSUE RECORD <br />91 <br />J I �B <br />OD <br />&INCH THICK <br />REINFORCED <br />I CONCRETE <br />[ WEATHER PROOF HAFOH <br />TOP VIEW <br />I <br />I — E <br />PUMP VAULT (plan view) <br />/ <br />" T11 <br />PUMP VAULT <br />SECTION B - B' <br />(NOT TO SCALE) <br />ENGR. RECORD I uut -Ktr' <br />IMMA� I DATE STATUS <br />STRUCTCK <br />SOUAOLDR <br />CHIEFENGIDES <br />PROD ENG <br />APPROVED <br />APPROVED <br />APPROVED <br />APPROVED FOR <br />FINALDESIGN <br />N FINAL DESIGN <br />APPROVED FOR <br />QUOTE PURCHASE <br />APPROVED FOR <br />CONSTRUGaON <br />SECTION A - A' MAR 26 2010 <br />DI M Df R2cI f p, Map 9 0 <br />Mln�vp a.^Td Si�let'7 <br />O:WAutoCad Dmwings\SURFACE_PROJECTS \Schematic Dmwings\DESERADO MINE SURFACE FACILITY ALLUVIAL WELL AREA SITE GRADING PLAN - Map 90.dwg <br />DRAWN FROM ORIGINAL FORD, BACON & DAVIS INC. <br />AKEN FROM Dwg. File Name: BLUE MOUNTAIN ENERGY, INC. <br />DESERADO MINE SURFACE DESERADO MINE RANGELY, COLORADO <br />FACILITIES ALLUVIAL WELL DESERADO MINE SURFACE FACILITY ALLUVIAL WELL <br />AREA SITE GRADING PLAN • AREA SITE GRADING PLAN - Ma so <br />TAKEN FROM Dwg. File NUMBER: �'+9 by RLee Dwg. File Name: <br />Chk. by: Appr. by: iJ <br />JOB NO FBBDU DWG.NO.: OWNERS DWG .NO.: REV. Scale : ^ „_ A 00 , Date: 9�28�2009 <br />UC -346 D -346-C -500 ZCIV -0500 3 t 1 <br />TOPSOIL STRIPPING & STORAGE <br />NOTES: 1. AVERAGE RECLAIMED THICKNESS IS 6 INCHES. <br />2. DISTURBED AREA FOR CONSTRUCTION IS ASSUMED TO <br />AVERAGE 35 FEET WIDE. <br />3. IMPOUNDMENTS CONSTRUCTED WERE IN ACCORDANCE <br />WITH DESIGN SPECIFICATIONS. <br />/ O ALLUVIAL WELL LOCATION <br />(/ ♦ ALLUVIAL MONITORING STATION <br />AVAILABLE <br />THICKNESS <br />VOLUME <br />MAPPING <br />THICKNESS <br />AREA <br />STRIPPED <br />STRIPPED <br />UNIT <br />(Inches) <br />(Acres) <br />(Inches) <br />(Acre -Ft.) <br />109 <br />60 <br />0.12 <br />6 <br />0.06 <br />128 <br />6 <br />1.68 <br />6 <br />0.84 <br />TOTALS <br />1.80 <br />0.90 <br />NOTES: 1. AVERAGE RECLAIMED THICKNESS IS 6 INCHES. <br />2. DISTURBED AREA FOR CONSTRUCTION IS ASSUMED TO <br />AVERAGE 35 FEET WIDE. <br />3. IMPOUNDMENTS CONSTRUCTED WERE IN ACCORDANCE <br />WITH DESIGN SPECIFICATIONS. <br />/ O ALLUVIAL WELL LOCATION <br />(/ ♦ ALLUVIAL MONITORING STATION <br />