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N \-- _ - - - -- ! '_ _ —�_ — 6140 - - -- ORIGINAL CONTOURS (Y ) <br />- - - - - - - - -6130 - ` O T P. <br />\1 \ _ <br />- <br />• _6120- <br />-`_� `� �\�/ �\` \ y..•.� � - - -- - -- 6110--- ---------- ._- - - -_�_ <br />120 - - -� -_ <br />_� -----..-- 6100----------- -- - - -- -- <br />�� �90.��\�\�� \��� <br />`_ ��� =�� Oea� \\���\�� �• -- ------------ '6Q90---- -�- �---- --- - -- <br />6080 - <br />_- ___�= ��,a���� \ \\ ___- �� <br />_ - -_ �� - - -_ - -� 70 <br />400' 0 <br />/0000p�p7 ���AV��� •'�; - - - -r '0� <br />6040- <br />/ <br />6030 <br />/ <br />per � � � <br />00 � <br />60 �� b - -- -- ----- _ - - - -_- <br />6020 /i /i -9gp � - . - - -_ -_ - <br />5990 <br />)/111 ( 6010 /= /iii-- 0- -�- � -�_ /� <br />- - -- <br />j _ - -_ ^ <br />5970 5gg0 :5970- <br />5960 - yga5g�p�f• / 5960- <br />5990 <br />-- _- _- _-_-- -_ -_ -- I D a 5950 - -- -- - - - \ \�_ <br />-- �` - - <br />J © I 1 <br />VQ <br />.5970 \ _ �! \ TOPSOIL PIL <br />RpAU <br />LIMITS OF DISTURBANCE • • • • • • "� ' • • • • j <br />U.S. STATE PLANE NAD 83 <br />COLORADO STATE PLANE CENTRAL (0502) <br />LOCAL CONTROL POINTS USED TO ESTABLISH <br />HOR/Z. AND 1FRT. SURVEY CONTROL <br />PNT NO. <br />NORTHING <br />EASTING <br />ELEVATION <br />DESCRIPTION <br />1 <br />1645156.679 <br />2198465.799 <br />1 6201.465 <br />B.M. CHEV ROAN <br />201 <br />1647696.13 <br />2199892.879 1 <br />6428.026 <br />1 N 1/4 36 598 B.C. <br />202 <br />1645135.422 <br />2197170.709 <br />5984.219 <br />1 E 1/4 35 598 UELS A.C. <br />203 <br />1647777.062 <br />2197249.259 <br />1 6458.032 <br />1 NE 35 598 B.C. <br />VOLUME SUMMARY <br />FROM TO CUT (CUYDS) FILL (CUYDS) NET (CUYDS) <br />NOV 5, 2009' NOV 20, 2011 49,830 5,500 44,330 <br />GENERAL NOTES <br />AS -BOIL T CONTOURS (TYP.) <br />1. THE ORIGINAL CONTOURS WERE DERIVED FROM AN ADOBE ACROBAT PDF DRAWING <br />CREATED BY CONSTRUCTION SURVEYS, INC. ON NOVEMBER 17, 2009. THE DRAWING <br />HAD NO ELEVATION OR HORIZONTAL SURVEY CONTROL SHOWN ON THE DRAWING. <br />UELS, LLC LOWERED, SHIFTED, AND ADJUSTED THE RE- CREATION OF THE ORIGINAL <br />CONTOURS TO BEST MATCH THE AS -BUILT SURVEY PERFORMED BY OUR SURVEYORS. <br />THE VOLUMES REPORTED MAY REFLECT SOME ERROR DUE TO THE POSSIBLE ERROR IN <br />OUR "BEST FIT" ORIGINAL SURFACE. <br />2. NO SHRINK OR SWELL FACTORS WERE APPLIED TO THE REPORTED VOLUMES. <br />�PpO L /CFA <br />� o <br />45606 <br />10 ° °, NOV 29, 2011 <br />o <br />0 <br />0 b <br />Ln o <br />SCALE 1- = 100' <br />UINTAH ENGINEERING &LAND SURVEYING <br />U 1 NTAH 85 SOUTH 200 EAST - vERNAI, UTAH 84078 <br />( 4 3 5) 7 8 9 - 1 0 1 7 <br />° ° °T° ° www.uintahgroup.com <br />REV <br />No <br />BY <br />REVISIONS <br />PROJECT DATA <br />SCALE: 1" = 100' <br />LOCATED IN <br />SECTION 36, T5S, R98W, stn P.M. & <br />SECTION 4, T6S, R98W, 6th P.M., <br />GARFlELD COUNTY, COLORADO <br />PROJECT NO. 211 -6211 <br />Cherron CHEVRON U.S.A., INC. <br />Lend Borrow Pit <br />2009 -2011 Volumes <br />SURVEYED BY: B.E.B. <br />a CHEVRON ORROW PIT <br />E: /PIB BUILi�211 -6211 BORROW <br />DRAWN BY C.J.C. <br />SHEET: 1 OF <br />DATE: 11 -29 -11 <br />