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CURVE TABLE LINE TABLE <br /> CURVE RADIUS LENGTH TANGENT CHORD BEARING DEL TA LINE BEARING LENGTH <br /> C2 5a 00' 44.11' 23.61' 42.70' 1v54 2449'E 50. 32' 59" L 3 N79 41'18'E 95.91' <br /> NOTES.• <br /> L 4 N29 08'19 E 131.58' <br /> 1. PLACE SILT FENCING OR STRAW WATTLES AT TOE OF FILL SLOPES, <br /> FULL LENGTH. <br /> 2. TOPSOIL DEPTH IS CONSIDERED TO BE 0.5: ' <br /> 3 DRAWING BASED ON SURREY DATA COLLEC7ED AND COMPILED BY A SECTION A-A' <br /> POWERS EN7ERPRISES, INC., DA 7E-D 711 612 0 2 0. STA. 2+71.60 <br /> 4. DISCHARGE PIT CAPACITY BASED OFF OF VOLUME EXCAVA7ED FOR PIT. N1215702.59 <br /> R E2130064.73 <br /> v <br /> 7RAPEZO/DAL SWALE <br /> DISCHARGE <br /> PAD CENTER POINT <br /> STA. 1+73.17 <br /> N=1,215,616.61 <br /> SEC77ON B-B' ��� +00'. E=2"130,016.80 <br /> STA. 0+00.00 �.,, FG a391.61 <br /> N. EG 8392.79 <br /> DISCHARGE PIT N1215646.45 _ S <br /> TOP WIDTH = 20.0 E2129963.26 <br /> BOTTOM WIDTH = 5.0' <br /> TOP LENGTH = 28.5; <br /> BOTTOM LENGTH =13.5'- <br /> DEPTH = 7.5; TRAPEZOIDAL <br /> SIDE SLOPE = 1H:IV <br /> 7RIANGULAR SWAL , SWALE DISCHARGE <br /> E <br /> 2H 1 V SIDE SLOPES,• 1.0' DEEP. 1+00 � <br /> tea., o SECTION B-B" <br /> STA. 1*22.57 <br /> 8.00 -1 ff?�, \ N1215586.77 <br /> OLD ROAD N ,� - E2130070.33 <br /> _ �� L3 = i %� PT-1+40.02 <br /> _ Qom, N1215587.66 •''••.N�' <br /> E2130000.66 •���F L� d,'.• <br /> 16.00' � _ .. <br /> 7RlANGULAR SWALE, SY 56930'y; <br /> SECTION A-A hi <br /> STA. 0+00.00 + 2H:1 V SIDE SLOPES,• 1.0' Q <br /> PROPOSED ACCESS o - DEEP. • � <br /> N1215545.65 v �� Y'�;[.Z •� <br /> E2129871.57 <br /> - - SEC770N_LINE Earthwork Quantities <br /> Earthen Cut(10-15%Over Fill Yardage) 148 CY <br /> sF�nO Graphic Scale Earthen Fill(Compacted) 133 CY <br /> N L/NE 0 20 40 80 Topsoil(in place) 171 CY <br /> Topsoil Stockpiled(20%Swell Factor) 205 CY <br /> \ In Feet: 1" =40' Pit Cut 79 CY <br /> Pit Cut Stockpiled (20%Swell Factor) 94.6 CY <br /> County: Rio Blanco Legend Affected Area <br /> Township 2S Range 10OW CUT SLOPES Affected Area in Acres 0.21 <br /> Section: 10 Quarter:SWSE FILL SLOPES Affected Area in SF 9235 <br /> WELL PAD CENTER POINT Containment Pit Quanities (Each Pit) <br /> P.M.6th <br /> Pit Capacity 11,871 gal. <br /> FG CENTER PAD: 8391.61 Freeboard Capacity(1 ft) 4,084 gal. <br /> Drawn By: TLB PE: TLB Pit Capacity w/Freeboard 15,955 gal. <br /> OC: Xx Project: <br /> 2020-530.001 SGM Shale Tech International Services LLC. <br /> 118 West Sixth Street,Suite 200 <br /> Sheet 04 of 06 Date: 11/17/2020 Glenwood Springs,CO81601 PROPOSED PAD FOR CORE HOLE MER 2020.03 <br /> 970.945.1004 w mine n <br />