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► �':% '-••:k'• \-N UNGRADED ELEVATION: 6644.1' <br /> N 1 \ / \ -is�.: '• ,''`?•;,-;'z FINAL ELEVATION: 6643.6' <br /> 1 \'••"'-.):,••„,••�rt'• `'='•..: NN PROPOSED AREA OF DISTURBANCE: 2.4±ACRES <br /> \ \ 1,•tr• ,) :;:, • --:. DRAINS TO DRAINS TO YELLOW CREEK <br /> ••\\ ��- .'.mac. :h, -:.., Y. <br /> •- .>' �� <br /> \\ \ I \ • �° T 'a EXISTING TT Y_ <br /> ' \ 1\ ',j'.: ;:TOPSOIL PILE ::ter ::; -A5 // /' ” '/ /7 \ <br /> \ '\SEDIMENT TRAP '?- ',r `•'''`-r'•`.•' ,/ ; i.••: W-'I INSTALL / / <br /> I• CULVERT/ // / \ <br /> // ��\ `\`\\ \O_ _— \< © 185''�(g�Ri� I_ ' © J /TA. 0+001 i -- <br /> ��- \\ N ,....„.A.._\\ ( `.. x\54' �� 131' / / p 'y'�,�0 / / / / /,- <br /> �\ N ' 3 \ . .j \ t'8 CONSTRUCT / /tT0• fd' // / / / <br /> -- �'- '•' \\ '. T;6 \ \\ DITCH/BERM ' / / / / / r-_ <br /> /�.� ��\ S-\\ \\ W/EXCESS MATERIAL /' // / / // / 1 // --- <br /> mo / <br /> i"♦ \ v 1 \ ��..,` __,- / i/4" <br /> l / / / <br /> \ \ \ :\ \ .. . / / 1 / / / / <br /> / \ \ \ \I \ / / / r — <br /> v ► y / <br /> \ <br /> \ 1 \1 -\ \ m\ m / / / <br /> 1 \1 I 1I\\ /;' ^ / /I CONSTRUCT /�/ /• ' ---- <br /> / ► 1 1_ \ \ \ �� / `` DIVERSION / / / <br /> I 1 1 1 1 iV -I I ,DITCH i ,�-- ! / <br /> 1 / <br /> / 1 h 1 \ \ / / / u ;i s. ,/ / / !7 _7 <br /> I 1 \ \ \-- � — / . / / 1 - j' / / / / / / �' 1 <br /> h / / . 1 <br /> /'/ 1 It 1 1\ \\ i- \ s (. // '�r'J k/ / / / . ,- I <br /> T TA 1+30 / / <br /> ' 1 \. \ N cs.6',, <br /> \ 141'�1V / ti :° '.� rp / i / 1 <br /> , \\ r \_ 6 \ / ` 1;�\ �;y i / i // / <br /> / /' 1 I \\ \\ \ / �/' ' i,,l�/ w/ / / / / / / 1 <br /> (1 I \ \ \\ ''\ \ / / /1 k r .A1 / / / / / / <br /> 1 1 \ \ . 1 \ \ - - / / // // 11 I4 �`� / / // / <br /> --' \ \\ \ \ \W •'\ // / 1 1 1 lilt/2 / / / // / <br /> 1 I i :\ �: \ • ,/ i / D 1:1I a I I i r I <br /> 1 I \ t» \ , / 1 <br /> \ w / V. •1 N11 1 I <br /> \ \ - „ , , I <br /> \\ 1, \\ ' �\ \ / / \ I I / ' 1 I <br /> • • \1• \\1 `\ \ e _ '� / <br /> // �`� .\ , i ' '+ 1J <br /> I <br /> \\ \ I `\ �c.`° sa' i�`' 131' / �` \� �` �S�A. 2;6 1111 <br /> `�iZ1J L 1 I / Tv 1 1 <br /> \\ \ •k <br /> \ \ --C`•; :•;.c=:.'<•:..EXCESSMATERIAL'PILEf' •.:'•'' •t'_ y"••• ..1•;.. \\ \i 7 <br /> •-.\ . -`2Y•: .itia•= :c• ..s.:,-,..•••• • `•v.• ?•••• •..•:j`•' f <br /> \ �•----q\-- , <br /> / / <br /> / <br /> V` �j�'�1� � i>�' ' BEFORE DIGGING <br /> SURVEYOR'S STATEMENT f ":••'F,>H�,yo••, f" 0. 60 0 60 UTILITYCALL LINELOCATION <br /> I,DAVID E.HENDERHAN,AN j V �O �A O ■ - <br /> NOTE:THE EARTH QUANTITIES ON <br /> EMPLOYEE AND AGENT ON :�ty — SCALE FEET THIS DRAWING ARE ESTIMATED AND <br /> BEHALF OF D.R.GRIFFIN& 0 TI/ . Z ; 0 / THE USE OF SAID QUANTITIES IS AT <br /> ASSOCIATES,INC.STATE THE PLAT • 1. 381 • • „N+ ; 14H-1V PAD THE RESPONSIBILITY OF THE USER. <br /> HEREON IS A CORRECT /j ��c//i/ CONSTHUCl70NI.1YOl/TDRAWINGI OF.? <br /> REPRESENTATION OF A SURVEY Aik, •• :0' „!-�! <br /> "��; _�7" NATURAL SODA <br /> MADE UNDER MY SUPERVISION X11' ..l`� <br /> ON THE 24th DAY OF APRIL 2019 • <br /> OF THE SHOWN 14H-1V PAD. Ca I.s 'I.7:474INPI r 38109 141I-IV PAD <br /> SECTION 26, T.1 S.,R.98 W. <br /> dri <br /> RIFFIN&ASSOCIATES, INC. ESTIMATED EARTHWORK <br /> own 8624028 1414 ELK ST.,ROCK SPRINGS,WY 82901 ITEM CUT FILL TOPSOIL EXCESS <br /> DRAWN:4/26/2018-TCM SCALE:1"a,60' PAD 4,126 CY 872 CY 1,248 CY 2,006 CY <br /> REVISED:N/A-. DRG JOB No.21806 PIT NONE NONE <br /> . EXHIBIT? TOTALS 4,126 CY 872 CY 1,248 CY 2,006 CY <br />