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UNGRADED ELEVATION: 6718.4' <br /> ' , % \% I i-'11 /� T r/ _, , , , , FINAL ELEVATION: 6717.9' <br /> \ `,.�� N \1 ,\ 1!t�. CONSTRUCT PROPOSED AREA OF DISTURBANCE: 1.5±ACRES <br /> . >, r ,SEDIMENT DRAINS TO DRAINS TO YELLOW CREEK <br /> N , �� J TRAP <br /> N \`. A \•• <br /> -\I / ;•.t(_,`• •-:5- / /' / / 1 <br /> \ • `�� ;\ 1I I, :. i . ;••_ '•,,:'•:•�.:, ::'�' ; I / / / 'N i <br /> \ \ N - N. 11%I j •••;;7�•'.,'EXCESS MATERIAL PILE: ,/�•+� / / // / / <br /> -67 ' ' INSTALL V. ..y X / / 1 <br /> JN1 ' CULVERT �' �'� _ © �� /'S�'P�A. O�'OO I <br /> CONSTRUCT DITCH/BERM •p. \ '1 I <br /> W/EXCESS MATERIAL, • \ \•`�\\ �\ / i % I ,i. / l' / t <br /> \ t 1 ,/ ' i <br /> \ rltlr /' . j / I / / <br /> \ N\ \\ �• <br /> �I /- ' ��.!- ' // CONSTRUCT / <br /> CONSTRUCT \\ \ \ 1\I / .T // F." / : DIVERSION DITCH / <br /> DIVERSION\DITCH \� � CV '�. / <br /> / �� ' <br /> \,\ivy \\ `�\� ///' <br /> T11' Y/' <br /> rSTA. 1+30 ,' <br /> 61'~� / 72, <br /> J <br /> OS-10 �, // 4o <br /> \619 rw _' Z \ \\ \ i\ ` J i Jr�, / J/ <br /> \ --� y 611 a <br /> D , Q t,' jO _`� l' <br /> , --—— x. lis79•43.5gn‘14 .-----•::, '.. .'.•„14.• :.•.1.".,••• ,,•,7 ,... ) " , / ,. <br /> "C .••:. •S:r:11.:1::1• ',,:'' I J / <br /> - � \\ \ ;,c,^� '�, rTOPSOILPILE•. •�1•t. �� // // / ,l, <br /> — — 6730- • _ -`•".:•Z--:• :•• '•� '" J / i // <br /> .� ._,— , -- <br /> CONSTRUCT) �./ / /�. ' <br /> •�.•••.......... DIVERSION DITCH // -'J ,// �,' <br /> SURVEYOR'S STATEMENT RK'.O„ LIQ'-1h. y BEFORE DIGGING <br /> ,�" CALL FOR <br /> I,DAVID E.HENDERHAN,AN _ . \/ ••'.. HE'•• Yj �/, so 0 50 UTILITY LINE LOCATIOP <br /> EMPLOYEE AND AGENT ON •V �•�Q� N4•••• ,$ • M MI NOTE:THE EARTH QUANTITIES ON <br /> BEHALF OF D.R.GRIFFIN& L <br /> j SCALE FEET THIS DRAWING ARE ESTIMATED AND <br /> • /ASSOCIATES,INC.STATE THE PLAT /#HEREONISACORRECT 38 ( Z THE RESPONSIBILITY OF THE USER. <br /> REPRESENTATION OF A SURVEY 1 .n , DS-1O PAD <br /> MADE UNDER MY SUPERVISION �j to ; •• ,/f CONSTRUCTION LAYOUT OF2 <br /> ON THE 24th DAY OF APRIL,2019 .1 �1` r'+,••••••` %, — <br /> OF THE SHOWN DS-10 PAD. I�� A / ' NATURAL SODA <br /> rr • <br /> COL•`' .i.41y tom:45:38109 DS-10 PAD <br /> SECTION 35, T.1 S., R.98 W <br /> RIFFIN&ASSOCIATES, INC. ESTIMATED EARTHWORK <br /> 1:i <br /> (307/3624028 1414 ELK ST.,ROCK SPRINGS,WY 82901 ITEM CUT FILL TOPSOIL EXCESS <br /> DRAWN:4/26/2018-TCM SCALE::1"=50' PAD 2,098 CY 984 CY 696 CY 418 CY <br /> REVISED:N/A-. DRG JOB No.21804 PIT NONE NONE <br /> . EXHIBIT? TOTALS 2,098 CY 984 CY 696 CY 418 CY <br />