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<br /> SEC. 35,QRNS,RR67W
<br /> 9 i• - , - �i END. 3-1 2" ALUM. CAP
<br /> W 1/4 CORNER _ _ - \-� i % / /// / % % t _ _- '- r �/` \/ / "PLS 235 1"
<br /> JJ 6
<br /> SEC. 35, T1S R67W ��. ��
<br /> END. 3-1/2" ALUM. CAP
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<br /> »PLS 23521" 54-
<br /> .
<br /> t� EIWY 22(724TH AVE)
<br /> 32
<br /> NORTHERLY LINE, SE 1 j4
<br /> ! SEC. 35, T1S, R67W
<br /> NORTHERLY LINE, SW 1/4
<br /> o SEC, 35, T1S R67W
<br /> � SETBACK
<br /> 1
<br /> / ,SETBACK
<br /> fi
<br /> —_ --- \� \.` / TOP OF CUT/
<br /> _— -- _ _ \\ \ // / \/ , WATER SURFACE
<br /> \ MINING LIMITS
<br /> l i
<br /> CONCURRENT
<br /> J J i r, PJ• V ;ir j BACKFILLWG
<br /> BASE QF 3' MIN. Al 3:1 SLOPE
<br /> ANTICIPATED _ IIiIj�I�II�I,I; /, j RESERVOIR
<br /> [7 li'li .I� r4, ;f' r / ' FREEBOARD t
<br /> / i WATER LINE /' , l,/ , _�_._ - - -
<br /> r/ �
<br /> � X,
<br /> / __ . 1- . , ,- � .'- ,' '' 1 r � r. � r ,(• ///n �/��//%Yi/�/// ' �r i / - 1 ���i ill I ,i ;li
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<br /> F I % ' I � F'I ! I ) � f- i
<br /> J J i _� i p l �i � � v
<br /> l� r'� i A I'� r- f"� r ram' f I'_� r f ,��� ' /�// /� r /i l / / ', 10- �ij%�///A��/�7i�//�Tjl
<br /> �/� �� i r ��/ / ✓ _J i _ _ ' .A ! -J _J ...il �J ._J it - V ,' -11 -! I;NATURAL
<br /> ,� I- r �' r r r' r✓l r' - 7h.rlr /lr,,/./ ,/ / / / 7 %// % � ,r,/i • %i.'i�ii'I I' -i l''�- '._ ,I =
<br /> TOP OF BANK WESTERN SIDE OF /� / l J / / ; !%!lh/" /l /.� J / BACK FILL \�. II I 1= -f GROUND
<br /> 6 // y��� ram ,._ �' - - J� � F- �� �_! �br rr. -�i % 1� /, /✓/�'/�% %./ �. „
<br /> F ' \ r ln�// i//%,/ ,/ / �. / /V AAA<G AY LINER i /�ii-
<br /> WATER STORAGE RESERVOIR WILL " k J -' -� .-% _ �.� -
<br /> CORRESPOND TO EASTERN EDGE OF '/ / 1 / _ _ � 7 11//> '' l / / '� ' '�"/�/'`�` �// �/•/ / I PIT I I I I I I
<br /> J J / i / / 1 / / l' l � :/, ,l,k/`;l:!�l/ ,/,.� / i//`r/.-i" 7/;i/.,,A/�i �/,,//y-,��7///A>i I :I_= -EDGE-
<br /> DITCH EASEMENT J I )J �� r ,: ��
<br /> / I / -� ..,/ ,J _- -.1 _r r � �r Jr- ,._-! <✓ �J .\ �,r —� � ..J J - _/ � / � ��,i1:.,', r �i�: , \ � \ � /� i i
<br /> r� �_J _i -.l i' J _J I %! i i/ l ��11 S� i /� /' CLAYSTONE BEDROCK
<br /> r r - - i-' r j r )- r /i/l 1, r!" o:/ 6,a' ®• l J
<br /> - /-.. / '' l _ _.J
<br /> r .--� 1 l .i
<br /> � � l l J 1 �
<br /> r r l I /, r/ /l
<br /> ' ,' / � - _� ��_ '- ) i��, F � l' _J � 1 � ��r i% f" i, / / � � SLOPE DETAIL
<br /> / _;Ir�
<br /> /
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<br /> l r , ,_' r% � - ��_ ! - ,, r n /�" � / SCALE: 1"=20'
<br /> ' i T, I �I i' f- I �/l/Idirrj �/l// r / � l
<br /> � r/ � �.. //Q/ /' ll�Jj,1ry1 •'� � i ,I'' I f
<br /> �r / — �� r_� i-.� _/ r - F r /�/
<br /> PROPOSED WATER STORAGE >f/
<br /> r/
<br /> jJ , ,�/
<br /> J � r- r- �/l/
<br /> _ (APPROX. 26.6 SURFACE ACRES) / J r: �f - � rj'%1
<br /> f� ,� �`- J r� 11/N11
<br /> ,- I- - �- I� I- - _ � I 1, -! " LEGEND
<br /> J J 7 �
<br /> � _/ � / i � r-'�r � i- ' � � i �r���/l l�Vrl�/ � � "��/
<br /> h r/ 11
<br /> i` �l PROPERTY LINE
<br /> , � r 7- - r' - � � - VI 7 - � r r-� , r r� r r , /� rll//�l /,��� / � � -
<br /> 4,��, /1 / ; f- J .1 , ; � : ,_ � _ i S /// / l /
<br /> f � _ '� � i� , (- � i�-' )� I �l, ��ll �!� � f / � — SEOTION LINE �®3�:
<br /> �_� �' _J T . 'J �' i MINING LIMITS
<br /> �/ % / ) I f r l JI r 'i/ / !/ // -� _ SLOPES AT 3:1 FROM 3 FEET ABOVE TO 10 FEET
<br /> / /� / S \ F - r - J /, ,/r� l/F/ / u �' EXISTING INDEX CONTOUR
<br /> 71 F J- J J r j j i J' /%„ /- / / ._ _ __ _� BELOW ANTICIPATED WATER LINE. 2:1 SLOPES FROM
<br /> �l /i r r -- J r '/� ",!'i " l / ` _., EXISTING INTERMEDIATE CONTOUR
<br /> F r ; / /, THAT POINT 10 THE FLOOR OF THE RESERVOIR.
<br /> J J
<br /> i � J � � J ,J � � ,_� _� /� /<,L ;%'!r � !/ i - - -
<br /> u % _f /1 f ) Jl J i /,lq % ✓/il /` ' l PROPOSED INDEX CONTOUR
<br /> J rJ r r� r- r' f'f )✓ _'/ / r/ /f//il / ri` / ---
<br /> Jr r r i ) / , /, /,. ,
<br /> r iy / / 1, %' •; , ' 2" PROPOSED INTERMEDIATE CONTOUR
<br /> r PROPOS R
<br /> . � l Jr, - ,lll�l ✓ li' r rl` � � r% r'. � %/9/'i'l�l rr / /' ,/ ,
<br /> 50' MAINTENANCE �. PI,Or j I // /� x x FENCE
<br /> J �l/ / /� ,��r i/ ��/�ll�(rll %,p,11� \ � rA / � -/ ' � � _ � J � //ll/,/�� ��/!' � � LIMITS OF MINING
<br /> ESMT. „+ 7 /'i�I'/!1�I y A J� \ �. f lg Jlr,� �l l�/ I 2� ,� I DITCH/WATERWAY
<br /> �� � J�' ��1 /l
<br /> r�� EASEMENT
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<br /> �.
<br /> I� a /
<br /> 1 1 G:� , `il
<br /> �_J � �� I � � _ _ _ _ POSED r vuHl
<br /> ' 1 ) / l / _J/r/��/l„//a r!/i/ �• PROPERTY LINE/PROPOSED
<br /> RIG ti'
<br /> ' ✓,; �s ll; �� ��rr /�/l�/rrrl�,l'�� i
<br /> r r i/ PERMIT BOUNDARY
<br /> j J __ � _ J �%' 1 1 1,�� %l l PAL ROAD
<br /> r I f ' I ' _ r I� � I i � i l/! //r,i, �/�/ w /� ! '
<br /> i' J J i if/l/���1//''i r /%� W W W WAFER LINE
<br /> �� r / f \�
<br /> P P PIFE LINE
<br /> � � / .- � l J
<br /> F J - - - - r- !! _
<br /> /�
<br /> GAURD RAIL
<br /> 'W PA✓ED ROAD
<br /> UNPAVED ROAD
<br /> / EX,STING TREES
<br /> FIFE HYDRANT
<br /> POtIER POLE
<br /> — — ,
<br /> j; /,�
<br /> 20' ��� / /�i EXISTING STRUCTURE
<br /> SETBACK TOP OF BANK /j l ✓ '' l� /// ///
<br /> 5' P.S.
<br /> ESMT.
<br /> / LIGHT POLE
<br /> o f-
<br /> �C !`i — --- SEE SLOPE � �/: I � / Ji
<br /> ETAILIn N-S CENTERLINE
<br /> SEC. 35 T1S 7?67W GRAPHIC SCALE
<br /> V
<br /> 00 a so 100 zoo
<br /> Permit Nu be
<br /> 0
<br /> Class: ]L=tt
<br /> SectionlEzhibit:
<br /> Class ❑Revision !
<br /> o { IN FEET ) =-Type/seq:----- - ----- � -- - -- ----
<br /> 1 inch = 100 ft. Class: Report❑Hydro❑Generel
<br /> v
<br /> OApplication(Coal only) ❑Bond O Enforcement 0 Inspection
<br /> i
<br /> N
<br /> 1
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<br /> O
<br /> O
<br /> v V ECEIVED
<br /> IT s � (`' nL L J AUG � 2001
<br /> Division of Minerals and Geology
<br /> s
<br /> N a
<br /> Banks and Gesso' LLC ADAM $ COON RR PARK, LI I r
<br /> T ESTATES
<br /> 720 Kipling St., Suite117 D G 112APPLM AT
<br /> Lakewood, Colorado 80215 C/O WAYNE GOMEZ
<br /> (303) 274-4277 10473 WELD COUNTY ROAD 7 ADAMS COUNTY
<br /> " LONGMONT, COLORADO 80503 COLORADO
<br /> JOB NO DATE SCALE DRAWN BY DESIGNED BY APPROVED BY REV SHEET
<br /> 01029 8/2/01 1 "= 100' DRF
<br />
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