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I t <br />D��N ©AR -lam` 723 0 <br />*/3 21 -51 `LW `, \ 132Q 62t \ <br />\ \� / , \� / I / / l 1 / /// —_ —_ i . ♦ \ III \ \ \1 \ 1 <br />N 02 <br />733p\` ♦\\ . \.` , ; ! �>l -, , l - -� / l /// "— _`_ — =_i <br />__ , / r / r / / / / /, . \ ♦ \ \ 111 / � \. \ \ \ 1 � i \ \ � / I / \ \\ \ 11 <br />\�� \` \\ __ I // 1. -' / / / ' /// /// // �` \♦ 1 \ 11 .11 `\ \ ° \1 \1 11 !/ / ' ♦ >\ \ / // � 111 \\``\ \ \1 <br />\�� \`` J. - _ / I � / / / //' 1 / I/l f/ �/ / / /.__� � -_. -� /i �� \` ♦` \ 1 1 I I \ \ \ 11 \ II I / � \\ 2> ` � ' / I ' I \\`\ \ \\ N1 11 11 , 1 <br />\ .X I t / / l l l / / // l _ 25. ♦ ` \ 1 \ 1 1 I \ \\ `\ <br />�� -_ / ��� ' r 1 111 I z2 v ♦ 1 1 v r 11 vI 1 AAI v ' ^�� vv s0 v v 1 V vv 0 1 <br />_�/ // , IIII !1/,l1 �� \ ♦\ \ 11 Ilh� \\\`. \II \111 j 7 \ \ \ a 11 11 I \ <br />/ I 1 II / / / \ \ \ ♦\ G I 1 I /i/ \ \ \- rl' 1 F/l VIII\ l 4 <br />' 1 <br />C-)WNFR CASTI F nnm(_Rr_rr C-C-) ' <br />rn <br />F2.0' min. <br />55 <br />i' <br />i' <br />i <br />i <br />50 <br />0 <br />TYPICAL SECTION <br />TOPSOIL STOCKPILE BERM <br />2- <br />1 <br />SUMMARY POINT 60 <br />Q25 <br />HISTORIC <br />100.2cfs <br />Perrnit Numhe <br />Q2s <br />P <br />III cfs <br />Qloo 155cfs <br />Class: ermit <br />RECLAIMED <br />i <br />Q100 149 <br />DA7[ <br />Section /Exhibi <br />hr <br />4 <br />1 <br />Class F'Rev1 ion <br />n/ <br />Type /Seq: 'Q�Xl'!l <br />Class. 0 Report 0 Hydro <br />GRADING PLAN <br />n/o <br />1"= 50' <br />6 -12 - 89 <br />OGeneral <br />l <br />°'®"TLW /RGO <br />bering, wurth &Associates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />Doc Type <br />1015 Elkton Drive <br />Colorado Springs, Colorado 80907 <br />Phone (303) 531 -6200 <br />I: i k <br />^� <br />�� <br />OApplicatlon (Coal only) O Bond O Enforcement 0 Inspection <br />�� <br />S <br />Qmw <br />Uj <br />cc <br />SUMMARY POINT 60 <br />Q25 <br />HISTORIC <br />100.2cfs <br />Qloo 140 cfs <br />Q2s <br />DURING MINING <br />III cfs <br />Qloo 155cfs <br />025 <br />RECLAIMED <br />106cfs <br />Q100 149 <br />0 25 50 100 <br />SCALE IN FEET <br />CONTOUR INTERVAL - 5 ft <br />NOTE ALL FLOWS INDICATED ON THIS <br />PLAN ARE FROM TR -20 PROGRAM. <br />- <br />Iliimmmimmumuumlmiiuum <br />0017986 <br />NO. <br />DA7[ <br />n[vttllou <br />hr <br />GRADING PLAN <br />n/o <br />1"= 50' <br />6 -12 - 89 <br />HYDROLOGIC SUPPLEMENT TO <br />AMENDMENT APPLICATION - <br />SNYDER QUARRY <br />l <br />°'®"TLW /RGO <br />bering, wurth &Associates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />89002 <br />SUPPLEMENT <br />' <br />1015 Elkton Drive <br />Colorado Springs, Colorado 80907 <br />Phone (303) 531 -6200 <br />