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UNGRADED ELEVATION: 6747.1' <br /> FINAL ELEVATION: 6750.6' <br /> PROPOSED AREA OF DISTURBANCE.• 3.1t ACRES <br /> DRAINS TO YELLOW CREEK s� s <br /> i <br /> pti / <br /> CONSTRUCT <br /> 6742 SEDIMENT o, 0 <br /> N TRAP /// 6�� <br /> b Ln <br /> 6743 CONSTRUCT DITCH/BERM I N\ <br /> W/EXCESS MATERIAL I 6� <br /> II,333 <br /> I I 1 \ <br /> IL <br /> ca <br /> 1 _ P Ch oo JA <br /> 61 <br /> (^ <br /> �In <br /> .. ... h <br /> CONSTRUCT DITCH/BERM / / Cj 1•: <br /> W/EXCESS MATERIAL <br /> 61 <br /> Aol <br /> 0 ° <br /> / 6I o /`' <br /> 61 t:�•;�'' <br /> Bo <br /> m �bW / <br /> 30'x50'x12, <br /> CUTTINGS TRENCH <br /> l foS88* 1 <br /> 15'0 v <: ic <br /> 231 <br /> ORm / <br /> 159 v'cn <br /> b ^ <br /> o ��XIjG kD <br /> = <br /> BEFORE DIGGING 18H-1 V PAD <br /> CALL FOR UTILITY LINE LOCATION CONSTRUCTION L4YOUTDRAR7NGIOF2 <br /> NOTE:THE EARTH QUANTITIES ON 80 0 80 NATURAL SODA <br /> THIS DRAWING ARE ESTIMATED AND pu <br /> THE USE OF SAID QUANTITIES IS AT 18H-1 V PAD <br /> THE RESPONSIBILITY OF THE USER. SCALE FEET <br /> SECTION 399 T. 1 S.9 R.98 W. <br /> RIFFIN&ASSOCIATES, INC. ESTIMATED EARTHWORK <br /> (307)362-5028 1414 ELK ST.,ROCK SPRINGS,WY82901 ITEM CUT FILL TOPSOIL EXCESS <br /> DRAWN:121112022-DEH SCALE.•1"=80' PAD 5,182 CY 3,792 CY 1,747 CY (-357 CY) <br /> REVISED:1211912022-DEH DRG JOB No.22321 PIT 368 CY 368 CY <br /> REVISED PAD EXHIBIT 2 TOTALS 5,550 CY 3,792 CY 1,747 CY 11 CY <br />