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UNGRADED ELEVATION: 6607.5' N <br />FINAL ELEVATION: 6606.8' <br />PROPOSED AREA OF DISTURBANCE: 0.7t ACRES <br />DRAINS TO YELLOW CREEK ' <br />I 1 �° o <br />i I o I <br />o 0 cr <br />J oo Ito — N <br />ca to <br />1 <br />N87.15'45 -E ® , r4� 120' STA. 1_ +50� <br />15 <br />�O� <br />/ 1 <br />©l WSW -3 i ® STA. 0 +751:1 <br />h <br />v> V It + 0 601 <br />(V \ a, <br />Z ` 66 °Q s6 °0 00 01. <br />I 60' G�. 60' '� STA. 0 +00 <br />\ 120' — S87.15'45" W " Q\ <br />\ �� EXCESS MATERIAL PILES r <br />s�0 <br />Ao <br />\ s ) <br />66iT <br />LA 8 ° <br />cp \ <br />LT% tt >v �, 6s °9 <br />SURVEYOR'S STATEMENT Q.R...... E�'�eSp BEFORE DIGGING <br />I, RICHARD A. BULLEN Jr., QtiC�i r' p,• (;` •. ` 50 0 50 UTILITY LINE LOCATION <br />AN EMPLOYEE AND AGENT NOTE: THE EARTH QUANTITIES ON <br />ON BEHALF OF D.R. GRIFFIN i t'�i'Sr� ys SCALE FEET THIS DRAWING ARE ESTIMATED AND <br />& ASSOCIATES, INC. STATE i 2L1�' >7 t : * THE USE OF SAID QUANTITIES IS AT <br />THE PLAT HEREON IS A WSW -3 PAD THE RESPONSIBILITY OF THE USER. <br />CORRECT REPRESENTATION <br />OF S SURVEY MADE UNDER �� • T <br />MY SUPERVISION ON THE <br />26th DAY OF NOVEMBER, <br />2013 OF THE SHOWN <br />WSW -3 PAD. <br />RIFFIN & ASSOCIATES, INC. <br />r07) 382x028 .414 ELK ST., ROCK SPRINGS, WY 82901 <br />DRAWN: 121312013 - TOM SCALE: 1"-50' <br />REVISED: N/A - . DRG JOB No. 20308 <br />EXHIBIT 2 <br />NATURAL SODA, INC. <br />WSW -3 <br />LOT3, SECHON 26, T. I S., IL 98 W., 6th P.M., <br />RIO BLANCO COUNTY, COLORADO <br />ESTIMATED EARTHWORK <br />ITEM CUT FILL TOPSOIL EXCESS <br />PAD 857 CY 321 CY 333 CY 203 CY <br />PIT NONE NONE <br />TOTALS 857CY 321 CY- 333 CY 203 CY <br />