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n <br />i <br />i <br />i <br />v <br />>v <br />TCH INE, t® l/ ' i 1 if { PER CLOMR (TYP.) i <br />,r <br />v 11 11 l 1 i t! l l it I I i t <br />r/ <br />Q/ <br />/ <br />f 0 <br />/ r <br />/ <br />r / r <br />/ <br />/ I { <br />I / / <br />r <br />1 / <br />G ' <br />/ r <br />I <br />�U <br />IQ/ <br />i �WA <br />MATCHLI Ea C3.0 i ill vv��� <br />! \ 1 <br />EXISTING <br />AREA TO BE GRADED (/ // / l it ' r <br />t / / / 100 YR FLOODPLAIN <br />/l f 1 / I l / l <br />RECLAMATION I \ �\ \ / \ AT ELEV.= 4818.0 � / { / � / PER CLOMR (TYP.) <br />PERMIT BOUNDARY ' <br />/ l/[ <br />TOP OF / <br />\ I (TYP) <br />3:1 SLOPE o: / l % EXISTING OIL & GAS <br />I � -� �a r!l /// <br />yi�li I 11 i \ 1 1 1 \ l IIII I 1 11 (III r TOE OF ull f i ! l I / SURFACE <br />I (I I <br />\ U <br />3:1 SLOPE ( M.E. ) SE AREA (SUA) <br />LOCATE SEDIMENT <br />111 I � <br />CONTROL LOG (SCL) <br />AT BACK OF CURB (TYP.) i/ /,li, // { I / l Ir / r/ V A A V "V A 11 <br />l 4 / 0 1 I\ \ <br />\ <br />If <br />/ \ / / //' / / � / r / /Ili ! �ro <br />g1,ll /• Q/ 4 / v <br />\ <br />a /41�(� � �� %�� �lll/ /l l� � /1l/ vv I // � , -.� \ /I \ \a0 V v ♦ .y v � �. - ,�. _ / :� ii/ r A I I 1 j I <br />W /�/ Rn. 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EXISTING---- <br />i �\ \ \` 100 YR FLOODPLAIN <br />PER CLOMR (TYP.) <br />\ \ �•, ,.-,_ `l \ - - --' X111 \ \ // / //' � <br />830 <br />- � <br />r <br />T \ LOCATE SEDIMENT <br />CONTROL LOG (SCL) <br />AT TOP OF BANK (TYP.) <br />GRADING AND EROSION CONTROL LEGEND <br />EXISTING MINOR CONTOUR <br />- - - -- EXISTING MAJOR CONTOUR <br />PROPOSED MINOR CONTOUR <br />,.- <br />\\ AREA TO BE GRADED 4815.' <br />AT \ \I V.= 4818.0 <br />\ \ \ <br />I I \ TOE OF TOP OF <br />I t \ 3:1 SLOPE (M.E.) 4:1 SLOPE <br />y"�, ..... �g� // ! 1 // // /! 4\ I \ I -480 {{ { /{ { <br />✓ EXISTING SPILLWAY _ - - -� 'p` �-° - ____/ // /� � � // / / / \ \ \ \ \ `5 `� <br />�-1 DO NOT DISTURB - <br />YJ - - EXISTING MATTING <br />-� W \ \\ \ {{ { { - -- \ ` + <br />_ - _ - ----------------- <br />_ TOE OF <br />4820 AREA TO BE GRADED F r' 3:1 SLOPE (M.E.) <br />— - = _ -` ATELEV.= 4818.0' <br />_ _ v <br />_ <br />` <br />v � � <br />- - <br />'-4825 <br />SLURRY WALL (TYP) -- - - - - - `- <br />/' <br />- - - - - -- -- - `- - -- - _1 TOP OF <br />- / ` -- - - -- - - - -- - - - -- - ` <br />- -- - -- - - -''� � ___- �. �, __- _ � , � 3:1 SLOPE <br />PIS <br />TOP OF <br />4.1 SLOPE ' - -- -- -- <br />Sc <br />RECLAMATION <br />- PERMIT BOUNDARY � � 180 M <br />(TYP) �US gBpy - t <br />USIA <br />US AftUSvI4m FUTURE <br />INTAKE STRUCTURE <br />JS <br />ST VRAIN RIVER RECLAMATION <br />— USVvmmmmmmmmmop�us�us PERMIT BOUNI <br />�- 'us s / (TYP) <br />EXISTING - <br />��� SLURRY WALL (TYP.) <br />BENCHMARK <br />ENT <br />CONTROL LOG (SCL) <br />AT TOP OF BANK (TYP.) <br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE <br />STAMPED "P 329 1951" AT NORTHEAST CORNER <br />OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 <br />FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND <br />3 FEET EAST OF POWER POLE. <br />ELEVATION = 4953.57 NAVD88. <br />T IF <br />i® <br />N <br />0 25 50 100 <br />SCALE: 1" = 50' <br />Know what's below. <br />Call before you dig. <br />m <br />w <br />0 <br />z <br />—5260— <br />PROPOSED MAJOR CONTOUR <br />0 <br />0 <br />°- <br />w <br />EXISTING STORM SEWER LINE <br />o <br />O <br />¢ <br />z <br />¢ <br />� <br />U00 <br />EXISTING FLARED END SECTION <br />z <br />U <br />w <br />a <br />N <br />N <br />Oz <br />Un <br />� <br />> <br />O <br />v <br />u <br />x8055 <br />EXISTING SPOT ELEVATION <br />Z� <br />o <br />X80.55 <br />PROPOSED SPOT ELEVATION <br />EROSION CONTROL BLANKET <br />n <br />'v <br />S(, <br />SEDIMENT CONTROL LOG <br />n <br />co <br />SF <br />SILT FENCE <br />CHECK DAM <br />j <br />C <br />0 <br />W <br />,.- <br />\\ AREA TO BE GRADED 4815.' <br />AT \ \I V.= 4818.0 <br />\ \ \ <br />I I \ TOE OF TOP OF <br />I t \ 3:1 SLOPE (M.E.) 4:1 SLOPE <br />y"�, ..... �g� // ! 1 // // /! 4\ I \ I -480 {{ { /{ { <br />✓ EXISTING SPILLWAY _ - - -� 'p` �-° - ____/ // /� � � // / / / \ \ \ \ \ `5 `� <br />�-1 DO NOT DISTURB - <br />YJ - - EXISTING MATTING <br />-� W \ \\ \ {{ { { - -- \ ` + <br />_ - _ - ----------------- <br />_ TOE OF <br />4820 AREA TO BE GRADED F r' 3:1 SLOPE (M.E.) <br />— - = _ -` ATELEV.= 4818.0' <br />_ _ v <br />_ <br />` <br />v � � <br />- - <br />'-4825 <br />SLURRY WALL (TYP) -- - - - - - `- <br />/' <br />- - - - - -- -- - `- - -- - _1 TOP OF <br />- / ` -- - - -- - - - -- - - - -- - ` <br />- -- - -- - - -''� � ___- �. �, __- _ � , � 3:1 SLOPE <br />PIS <br />TOP OF <br />4.1 SLOPE ' - -- -- -- <br />Sc <br />RECLAMATION <br />- PERMIT BOUNDARY � � 180 M <br />(TYP) �US gBpy - t <br />USIA <br />US AftUSvI4m FUTURE <br />INTAKE STRUCTURE <br />JS <br />ST VRAIN RIVER RECLAMATION <br />— USVvmmmmmmmmmop�us�us PERMIT BOUNI <br />�- 'us s / (TYP) <br />EXISTING - <br />��� SLURRY WALL (TYP.) <br />BENCHMARK <br />ENT <br />CONTROL LOG (SCL) <br />AT TOP OF BANK (TYP.) <br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE <br />STAMPED "P 329 1951" AT NORTHEAST CORNER <br />OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 <br />FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND <br />3 FEET EAST OF POWER POLE. <br />ELEVATION = 4953.57 NAVD88. <br />T IF <br />i® <br />N <br />0 25 50 100 <br />SCALE: 1" = 50' <br />Know what's below. <br />Call before you dig. <br />m <br />w <br />0 <br />z <br />J <br />m <br />U) <br />z <br />no <br />N <br />FO <br />¢ N <br />0 <br />r <br />O <br />Z <br />W Cq <br />W Z <br />J U_ <br />OW <br />U_ Q <br />Z <br />m as <br />U) <br />SHEET <br />H <br />Z <br />5W <br />L <br />rW <br />v / <br />Z <br />Q <br />Q 0- <br />Z <br />Ir0N <br />IrJ I.1_ <br />0�~ <br />/ <br />�W U <br />V <br />Z <br />0 <br />V <br />C3.1 <br />N <br />0 <br />0 <br />< <br />w <br />o <br />O <br />¢ <br />z <br />¢ <br />� <br />U00 <br />a <br />¢ <br />z <br />U <br />w <br />a <br />N <br />N <br />Oz <br />Un <br />� <br />> <br />O <br />v <br />Z� <br />o <br />m <br />0 <br />0 <br />4k <br />co <br />j <br />C <br />N <br />W <br />C <br />O <br />W <br />� <br />U <br />`O <br />O <br />O <br />O <br />J <br />m <br />U) <br />z <br />no <br />N <br />FO <br />¢ N <br />0 <br />r <br />O <br />Z <br />W Cq <br />W Z <br />J U_ <br />OW <br />U_ Q <br />Z <br />m as <br />U) <br />SHEET <br />H <br />Z <br />5W <br />L <br />rW <br />v / <br />Z <br />Q <br />Q 0- <br />Z <br />Ir0N <br />IrJ I.1_ <br />0�~ <br />/ <br />�W U <br />V <br />Z <br />0 <br />V <br />C3.1 <br />0 <br />0 <br />< <br />w <br />o <br />O <br />¢ <br />z <br />¢ <br />� <br />U <br />= <br />a <br />¢ <br />z <br />U <br />w <br />a <br />N <br />N <br />Oz <br />Un <br />� <br />> <br />J <br />m <br />U) <br />z <br />no <br />N <br />FO <br />¢ N <br />0 <br />r <br />O <br />Z <br />W Cq <br />W Z <br />J U_ <br />OW <br />U_ Q <br />Z <br />m as <br />U) <br />SHEET <br />H <br />Z <br />5W <br />L <br />rW <br />v / <br />Z <br />Q <br />Q 0- <br />Z <br />Ir0N <br />IrJ I.1_ <br />0�~ <br />/ <br />�W U <br />V <br />Z <br />0 <br />V <br />C3.1 <br />