Laserfiche WebLink
UNGRADED ELEVATION: 6730.0' <br /> FINAL ELEVATION: 6724.6' <br /> PROPOSED AREA OF DISTURBANCE: 2.91 ACRES <br /> DRAINS TO P/CEANCE CREEK <br /> 2 ! J <br /> 01 <br /> W W .f� <br /> 111ti,1 O ZC1 x O ZO �p 11� % lI ^ 11 <br /> I / ' 0% O 1y FQ I1 I f I, b l I <br /> I n ! 1 81 2 a m u -��711 I I I + 1 1 <br /> OZ9 1 .E I 1 t 1 i <br /> (AidI I I 11 1 1 t <br /> l I r l lit _ +=cQS z till 5 1 <br /> I L 7 1.t tl i pQ- 1111v I ! I I I <br /> � /'aRAINAtiEJ��I �r w 411'1 i 11 1 <br /> ZIP If11�+\ 1 I I I I 1 <br /> GRADE Np PAD <br /> .a l)tl I' <br /> �/ r <br /> !�<�TOPSOIL PILE t SlA 1B►1-i' l ( } \ <br /> \ 1 <br /> so <br /> At <br /> '-�'•• W <br /> 6 <br /> 3Lq <br /> uw l7 lJ :: t <br /> 00 <br /> OL <br /> \- .�,riX`,.r a j;Y 1,940C.Y. <br /> - �.�. •• '/ ICJ <br /> Z � 7� 1 -•.;r' ,i:L't .s s0�1:�,`•.�•.,. :.f'..r,� :�t-:• ...i•� 'f'96`. / <br /> $ham� r _.. �•�. 1•':..:,�j`-:;f: � , <br /> �f 'A ^H• N72'18'10'W 226'_' <br /> 5 . • � � / I I � !1�,[. ,lam r , �•' � //• <br /> SURVEYOR'S STATEMENT �" 00 LAC / I / / r 1 +/ BEFORE <br /> FCALL FOR ING <br /> Q 4, 80 0 80 UTILITY LINE LOCATIO <br /> I,DAVID E.HENDERHAN,AN �� �, HEN t <br /> EMPLOYEE AND AGENT ON (� �O �l" NOTE:THE EARTH QUANTITIES ON <br /> BEHALF OF D.R.GRIFFIN& Z SCALE FEET TH15 DRAWING ARE ESTIMATED AND <br /> ASSOCIATES,INC.STATE THE PLAT _0 G 0 THE USE O SAID ITY OF <br /> THES S R. <br /> Z 0 THE RESPONSIBILITY Of THE USER. <br /> HEREON ISACORRECT 3810 15/16H-IR-EPAD <br /> REPRESENTATION OF A SURVEY <br /> MADE UNDER MY SUPERVISION C0NS=UC770NL4Y0U TDJt4WJNG l OF2 <br /> ON THE 26th DAY OF APRIL,2019 as <br /> OF THE SHOWN 15/16H-IR-E PAD. NATURAL SODA <br /> 15/16H--IRE PAD <br /> SECTION 25, T.1 S.,R.RS W. <br /> RIFF/N&ASSOCIATES, INC. ESTIMATED EARTHWORK <br /> (307) 1414 ELK ST.,ROCK SPRINGS,WY82901 ITEM CUT FILL TOPSOIL EXCESS <br /> DRAWN:SW"19-DEH SCALE:I'-80' PAD 8,462CY 3,950CY 1,940CY 2,572CY <br /> REVISED:&3 119-TCM ORG JOB No.21807 PIT NONE NONE <br /> REVISED PAD EXHIBIT 2 TOTALS 8,462 CY 3,980 CY 1,940 CY 2,572 CY <br />