F
<br />N
<br />w
<br />rn
<br />U I
<br />3�
<br />Yoa
<br />gg
<br />z
<br />N
<br />ENV)
<br />off-
<br />, �
<br />��NN°
<br />W O j
<br />°
<br />/
<br />y ° N
<br />= W N
<br />Lai (L
<br />03 -6
<br />wz °w
<br />n a
<br />i
<br />I
<br />I
<br />I
<br />)
<br />I
<br />I
<br />iW
<br />M It
<br />IN bo
<br />N ap
<br />I
<br />I
<br />,
<br />i
<br />i
<br />I
<br />I
<br />I
<br />�N
<br />DRAWN RY- /\\
<br />Joseph C Pell III
<br />4215 Ridgeway Lane
<br />Colorado Springs
<br />Colorado 80908
<br />(719) 495 -9097
<br />1320.00',,� - -
<br />-- - 03 46' 14" E
<br />2_640.00' --- - - -
<br />S
<br />6S46'14" E
<br />I
<br />I
<br />I
<br />SUMMARY POINT FLOWS
<br />Point
<br />Q, , cfs
<br />Q,6, cfs
<br />;87
<br />A
<br />48
<br />61
<br />LEGEND
<br />6,000 E
<br />`� e- � - ___ - --- -/ /iii"- ` --" --' i ~-- + / / \ \II \�✓ ��\ � / /%�
<br />i� \`_�_ /� 1 _�\ \cam- {1L / /-- \r /��i +� /rte'.- /i ♦ \ \� \ //�/.'" 9
<br />\ Tur \IMP /� /✓ �i �+�� / // i— .� / / \\ \ \ \�>
<br />\ - --
<br />-��\�-
<br />\`
<br />\\ \ \ \�\JY
<br />_ -\ -'`\ \ ( \ \ \ \ \ \ \ \��IA1 r �= Vii'!• ll/ / �6 � -�I M~ \
<br />/ / \, 1 tell, I
<br />L1
<br />1319.94' -- -
<br />�OS46715" E
<br />I
<br />I
<br />ROOK NON A
<br />I
<br />I
<br />w
<br />SCALE:
<br />1" - 200'
<br />%� 1 \ \ \\ \\
<br />♦
<br />nl4o
<br />DESIGNED BY:
<br />-�
<br />GIGEDRSG6
<br />' TLW RGO
<br />PREPARED BY:
<br />Obering, 1' 1'urth & jNssociates
<br />PROJECT NO.
<br />X3023
<br />Consulting Civil Engineers
<br />Registered Land Surveyors L
<br />ti
<br />I
<br />4�(HIBIT G
<br />3 SFEEM
<br />1015 Elkton Drive��
<br />Colorado Springs. Colorado
<br />Phone (719) 531 -6200
<br />\@+k \`i
<br />\ \\ \\'t \\\\ \`_ ��_�- �� �.�- -� -� -- -ice \ \ \_� Z \ \�•C`� \\` �� `1 =_ -�y1 \ \\
<br />".If, /(T� \ \-4 /1 1 \ Oft
<br />/I \° \ J l 4'�^.
<br />��\ \ Ill fr \ 1
<br />\ \y/ \ b 1
<br />)\ �k I\ \ rye!
<br />\\ • �v/ /
<br />511 I \ \\' -00, ✓ /I//171f1! I //' % /r'
<br />XN Z- �1 \Ill
<br />\\�
<br />\zN\\ ��_ ' /// / // / �i/ / _ - �`\ \\
<br />\1
<br />�-1 / /
<br />1 1 1 \JI \ \\ �� �\�\ (! \\ l ( 1 \ / �\\\
<br />01 00,
<br />\
<br />\ ,N �/\ \ \ \ \_.ter � /i /// //. \ i� --1-\- � � !� '� \ j / /ii / � -� \ -`k�" / ✓ \ \\ \ \\ \\\ \ \ � \\� I 1t1,
<br />\ 13 I II\ \ \
<br />\ \ \� - -�� / / / /q\Zy.i � -�� s= �J� %j /,-� -� _ _�/ /(r /I __ I/ \ (I / � � �`• 1 ^- _•ti,,� \ \ /4,v�� ���/ � , _ °- -�. �\ \UII )I 11 \\\ �� \�I \I \ \ \ \ \ \ \ \\ \�:`� -�
<br />A I 11 11 /!/
<br />I V �/ \ '��� '°= — —� ♦ / i //� �\ =__'�/ 70 — /v `\ ' /ll II / _ -` � �\ �� / / /l //% // _' __= � \ \ \\ �` '_ \� � ���'
<br />I 4' �. _ 7050 / / — _ —\ \ \ \� I Nil
<br />) ✓ - -- - - -- �_ /�1'( .y \ ° ice. \\ j /I \ I ) I I \� ( � � � / / /// / /( 1 — ``� \ \\ \1,1\ \ `� =`� `
<br />— SUB -BASIN BOJNDARY NIM
<br />OFFSfM SUB BASIN DESIGNATION IlI11 i /1�� �l p I 1 \ \ =�, =j�\ I� /// /% '6 SmOrFsrte� BASIN AREAS
<br />ACRE AREA z ! /
<br />%�- ! .
<br />7,000 E _ — / / / - \ �• \ \ J /
<br />�F-- 010 FLOW & DIRECTION \ '\ x
<br />❑
<br />ZZ
<br />\ - -- - - / \ kW //- - -' - - - // its _� \\ \\\ �-_ / �l KI
<br />SUMMARY POINT
<br />\
<br />off
<br />EXISTING CONTOURS \� / "/ 6950 r,97
<br />,,._00-„ \I I /i - - -70` \ \�� \\ \\ e
<br />Jt \ \Ok
<br />- -= �: ` �\ \\ \\ =__/ \\ ♦ \ \
<br />—00— PROPOSED CONTOURS / /I / /!1111/ _ „� . \\ \\\� \@ \ /\ 1 __` \���\�� \ \\
<br />%/
<br />-g= %/-I �t
<br />r
<br />r
<br />r
<br />r!' i
<br />/ , / —___, > /i // / / 11 1 11 I I / /It
<br />(// / / /,��j / I I lI I
<br />1/ yy�sM i// ,\\ -\ =_` \�\ l��tl \\�\ \)V1�_ / / /� /I 1/ \` \ \�\ \ �\ I I / /// I � \ 1 � 1 111 \1\ �a� \\
<br />o \\1\\ \ t \\\ \1\\ \\ \\\ \\
<br />2667_._95' ^_ \\ \\\` \\� \ \\ \\ \\ \\\\
<br />\ j // / / // /// ,/ /-� �// /' Ey/Yp \(� i ice= ii�`�- / / //I %%/ % /!I / I / /j /// i i/ /! (/ !I ! (N
<br />/ /I /f /i °\ •- /i ,� ; 1 // /� // I/ /�` /��/ // /// I ) \I ;(l((ll l k \1 / I I I / II\ l I l l/ / I /
<br />//< / 1--ill 11 ! ” ) j I// l / /1 // /�` / / /// 11 1 / / /^� =ice \ \I
<br />41 %yl _ , , /// /.1� 4xN /fit I! \) \ \\•11 (( r/ -� \ \ \1 \(I \\ I \\ \\k\ \\ 111(1 1I /( \\ .\ )jI
<br />\ \ 1 \ 1\ \\ I I \ \ \ \♦\ \ll Il
<br />yij/ ��� /� / -- _ - -- / / // ll \ \ f l / ! I \ \aT/ / !
<br />/ / / - -- - - -- ) ' �� /llf \ / / ( I 1 \\ \ n / ! / /fir'
<br />/ // /, / / - _ /1 / I I / / I / I / // V
<br />/: �ii // �-___ - - - - -- ?\ / �'ii A� //I � 1 1 I 1 I ( I I \k L/ I I I I I III / >`� / Ob
<br />/ /ii _ \\ �/) / !I II \ 1\ l I o ( 1 I J ! / T // ! ! 1 \ II/ ! 1 1 I I� //� i -t-- /lp /I / /� 1 / ( j j / /pt's !� / \ i / / /JiiJ/ I JJ! / \% ; ( \ i
<br />r / /-� / / / I I 1 �� /l
<br />\ I l 1 I ! / ) / - / /// /__ /�; �/ / /// 1 1 I1 / /
<br />to Lt g/ I \ f\ \ I /�A // / /// b/ - /1 1 I / /
<br />( 1 \.\ If( \\ \ I // / / /// // /// _� // / / // / / ///
<br />/ / / / / /
<br />z
<br />\\ \ —��/ / /i /// /r // " -� \� ��i% / �! /l F 1 II( 1 ( \ k \ \\ \\ \ \ \` \�\ \\ \. \ \♦ ) 1 \ I 1 I Ill / / % /� / /i� / /i // ;I // ii /r _ __ i / // �// % /// i// 'i' // / / /I / / / / /I /� /��/ �� �/ / / / / / / / /'� ^ =�i x�,/
<br />/I %iii. �\J)\ / / I /)/ J1I / /I /I( 1 1)I I ) /II /I / / / / / / / / / / /� / / /` / -`_ -Yk-: / %i/ / /ice _ ' 11 /I
<br />/I / / /// //i / / /// /'/ // // I I -) I�/ // /C /� % 1 ! 1 f
<br />/j.�lp > l�p�� )I / l \ \ \\ \\ II II /ii / I / / // x • 1 / ll I ! J / / /II I /I / /� / /-_/ / / / //, / f !__ /j / � / /) r 1 \ \� \ / / I 1\ \ \\ \ \\ \\ \ \ \ \ \\ BLOOD E
<br />// /// ^// 7/ \\= i \ \�Ir 1` \_' � / / /I / / /�% /'iii �j /Ij! / / / / %! %� j/ / /lII/ /J�I / /I / /.I //l I \ / / \ \ \ \ \'N \ r� \\ \
<br />- �� ��- �__� _'� =�q� ig�/ / /! // / // .. �
<br />�� /%' //1/)� ' \`_ ;- '`)/// / � /� /i� / % /�I % / /% /�
<br />N.
<br />- ____ _- _ -_ '/ L '/ .a �'.. I � �9j�ll! //1 11 j 1 /I l// l 11111 //l I /i // / /ri I aii, - -- y
<br />\ N.
<br />\ \ \\ \ \�\ \\ \ \' \ \� - \\ \ to
<br />It
<br />Il�1�,( 1 1
<br />N.
<br />IN
<br />�` -- / / / // ' / /�/l 11I�/11/1! I l l/ III / /1 JI II 11111 I IIII I ( \ \\ \ \\ \N \ \r \\ \ \ �\ \ \ \`\ \� ♦\ \� �� ��\ \\ \� \ \ \ \ -/ /,(, /, It J1 �+
<br />/ �__� / / Iii / / /111 1 /1/ / ! // / / /// //1! 11 / I l \ \ \ \\ \ \ \\ \_ - 1 \\ \ \ `\\ \\ \ \ \ -�� \ \ P1 E I G 11 T \7
<br />/- -•11 / \ \` \ \ \ \ \� �\ �1\\ ) j11 ' 1 / `� \ \�\ \ \� \ \ \ - \ \ ?`r \�� 1� \\`�
<br />k \k \ \\ \ \\\ \ \ \`� ��_\ - ly \ \1 \ \j \ \ �� \ \ \\ \� \ /rte \ \ \\ \ \ \ \ \� ^l
<br />` \\ \ \ \\ \\ \��� \ 1/I \\ \ \-i \ \\ \ \\ \ �/ ?\ \\ _ `�- 1 I \\
<br />.7 . 0 1 \ FIL NCa NO 3
<br />\ \ \ \N \ \ \ \\ 1 \ — \— /.
<br />11 1/ %
<br />\\
<br />111 \__ = -_
<br />�' / /�'/ / I' I / Il /// __
<br />r, / / ,. /l/ I III I //f 4111j1 1 \��_ —_ / /i N. \ N. \ \
<br />((\ \
<br />-
<br />1/ �` // �L +/ % .111 I 1 �I ! lllr /// Ij1 \\\`�\ \� \\ \ \\� '� \ \\ / \ �1 \\ \psi o7ii�i�) k♦\ \ \ 1 I\ \ - \�i \
<br />1 11111 `
<br />\\ \ \ \11j1h\ \ \� -_-\ \ / AII�j ��
<br />fllj1j111�ll�llll \ \ \ \�\ \ �\ \Ihlla� \�\� \)��l \\,\, \�'•' 111, )/ \1))I // ( I Ik \ \` , °
<br />111111111\ \ \\\ \� 1)1111111 \ y \ \ z
<br />\\\
<br />)III \ \ \ -\ /I 1 \ \\ �y;4\\\
<br />,�-, • ✓ � 1 0l I 1 1jj1111 \ \ \�� \ /i I 1 .
<br />0 00 200 aoo
<br />/Z a
<br />\Ik ��i j/ /ii j���l, /I z
<br />/ SCALE IN FEET: 1" 200'
<br />/ /
<br />/ ! /// /!jJ/ 9,000E _ - - -- -
<br />IN
<br />i�
<br />r
<br />i
<br />/
<br />�Ju ft 2. 1 /-1 1`1
<br />SHEET EXHIBIT G
<br />ROOK NON A
<br />ACTIVE MINING DRAINAGE PLAN
<br />SCALE:
<br />1" - 200'
<br />AMENDMENT 1994
<br />DATE:
<br />MAR. 1994
<br />PROJECT:
<br />DESIGNED BY:
<br />SNYDER QUARRY
<br />GIGEDRSG6
<br />' TLW RGO
<br />PREPARED BY:
<br />Obering, 1' 1'urth & jNssociates
<br />PROJECT NO.
<br />X3023
<br />Consulting Civil Engineers
<br />Registered Land Surveyors L
<br />ti
<br />I
<br />4�(HIBIT G
<br />3 SFEEM
<br />1015 Elkton Drive��
<br />Colorado Springs. Colorado
<br />Phone (719) 531 -6200
<br />„
<br />23044
<br />
|