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WATER DRAINAGE
<br />CHANNEL TO REMAIN
<br />(BASIS OF BEARINGS) N88°59'41 "E 5321.20'
<br />N87°30'47"E 5213.24'
<br />N87°30'47"E 2607.09'
<br />PHASE 1 = ,�
<br />N87°30'47"E 2606.16' AREA TO BE EXCAVATED TO
<br />BEDROCK (APPROX ELEV: 4570±)
<br />_ RECLAIMED TO 3HA V SLOPES
<br />SLOPE TO BE RECLAIMED WITH -
<br />X10 _a) _ _ ��` , / c In�ru Tu���c evcp nG rnocnn 0 PHASE 7 J
<br />OR,A SAD ` % I, I •)`z� �� BACKFILL EXISTING POND AREA TO ELEV: -4589
<br />co
<br />CLO APPROXIMATE FILL: 200,000 CY
<br />EXISTING STORM (A•K _
<br />WATER DRAINAGE � � \'� _ — .j -= �- PHASE 7
<br />PROPERTY CHANNEL TO REMAIN % %/ \ \ ® �`, PHASE 1 iu FORMER SETTLING BASINS TO BE BACKFILLED
<br />�� �~ / WITH FILL AND CONCRETE WASTE
<br />-=,- ��
<br />ENTRANCE POINT / L ; `PROPOSED VIIIGROUNDWATER ELEVATION =459T / t PHASE 7
<br />SLURRY WALL 1 f 1 TOP OF FILL = -4599' ( :`'` ... � ��
<br />. r .:,-:•-•:- :•;:•: -- ;-: •.;,: - �� :�: � RECLAMATION
<br />\ f
<br />-4 f EAST POND FILL: 28,000 CY
<br />:.+
<br />� I •��� �. : -• '��'':•:. ;....��-. .:�: BORROW MATERIAL
<br />WEST POND FILL: 4,500 CY :.;;.... :> >.:•::-:;:=:<=:•>:.. :;.. :: » ::':;.::•. ::..;.
<br />� � I( :- ::�..:. �:::�:�� .:: ��:-���>:� > •::..-<:='�:.: ;':`-: '.'�: �':� �::: `: •�' l AREA
<br />EXISTING GROUND
<br />x PHASE 1&7 J\`� � / � '�°:�'::�: .::-`=>a• �•�:-;�>:� •-�:.;: •:;;�:`..•:�:•
<br />COVER: NATIVE 1i� -RECLAMATION ::::: \ ...:.. ?>:':•::::.: :::::::::::::.. ::..... - ILL
<br />PHASE 2 VEGETATION
<br />t� BACKFILL — >. •:: �� / .:.�' :: <-.: 'a': :;':::< .::.�: :...:::;;: ::>; :>:.;;�.: ;;c
<br />lig
<br />EXISTING POND SLOPES TO
<br />OW AREA t� I :• :•r.-:•-. ..... ...:...' . '�-� �.�'�>_.> �:��::>��:a:: = :.- ;� :.-:.��:� ;<�>:�:�:<;�:-:�:�:�':•:�:=:�:, : �:� � �. 50
<br />EXISTING BORR _
<br />BE RECLAIMED WITH 6 -INCH \ J :. :.:.. _ `. -. - :.• : t,/.: • ::::::.::::::.:::::•: <:..;:.::•;..•;?:•:.. ss ... �•
<br />TOPSOIL z ..•�, ..t'•- .-,. .:::-�- •... -. - �-:::::::. • :::::::::.::.�:. • :•. •..<..-:: � : - ::: •:. •::::. �'-:::�:�:�:»=:�; •:: �:.....
<br />THICKLAYER OF TOPSOIL STOCKPILE (>aT -. �� ) : - :::::;. �:�•:.: . � : :�:�.:•.:::::. ... - :� - .. - ,-.. ~-,`: - . •.::::::�:..:•:::::: :.. ..�:.:::.:..-..�..•..•..::�:.= ::-:::::::.:.. :.:_ :1:-:--•:::::::::::::: Y• • ::::: .- :•:::::::::::::::.:: -:_::• ::.. ••.:�::::• -: .-:..:.:..,�.::::.:::: : � :::-;:»:::::::::._::::- : :.:• ::::::::::::,:�::•:::::::: : •:.
<br />ti I � .. . v-.: • .: • •::::� . - -- . • •::::. -::: •:: • •:-.�:..-, ,"�-•.: • ...... . ....... .�::::•:::::::: ��.:::::::. � . _ :::.-:::.:•.::�... ..:::•::::. � :: -.. - : •. _ ::.:::•::.:.:. •-:.::.;. •:, ��
<br />013,200 CY) � 51�000 PARCEL 9 � / � J �' �• -
<br />Cy) ( — : •:: •: :< : ::::.: >::..:.. , :.::•;;::::- :::............ . ..:•:.:::.::l- ....... :.•.-
<br />( Y)
<br />5,461,81 Q —, � '1 � — Z � :<:::•::•::•:•:�:: .
<br />125.386 CRES±) - .......... �. ..... .
<br />..�............. .. ...... -- - ...:.-::::.:... .--:::-. .-STOCKPILE-.....:.:::::: .......
<br />.-..............-.--.,.n..- ..-.......:::::.::::::.::.. ���:.-�fi..........-.. :.;:-::- � - •�- .:::..,�,.. ..
<br />..... ,- ..... ARE / •,�:'.
<br />STOCKPILE- ::::: • •.:.-:.*�++' ::. —_ � �.- .- � \ .:::.�•: ) \ _. � �� �? � t?' • :: :::.:: •. • ...... ..... . .. . . . . - .... ::•:::•: •:::: •: ��-::•::•::<•:: � :::; : ;::.:= :•::-::-:.;: • ,,r� ......... - .. - ....... - - ...
<br />��-- i�� ...... -- Y :.:: •. ::::.::: �z.., ; .-:: :. • :37 -....,..... :•::::: •:::::::.:•::: •:::::.. 43.242 ACRES±)
<br />AREA
<br />-...........:.- �� X11 ....- ..,. n�. .-'�. �.�. ............._....-.-..-...-.................... o
<br />:. .. ..�.-: •: • :-.�-- _ ::• : , •::::.;..::_ ... � -:. x . �-�`� ::: - : • : • :. _ :::: �-': ,:::.�-.:: �: :.,�?•::::: -: �: --"oma!-' � �- � a „ • r •::, :•::::. ::;-:::.:::: .
<br />I � :•::::�•:::::.: :. ::.:`�:�:;::•-�:• : - :::::: - . , -. .: .. - . • :• ::-:;:.�::: �::::. .:::::: ..::•-.:
<br />... / / ... .. • .; `::: � .�, - .. .ice. • :• - •:.: :::-: �:--'-:�:::�>::: �':•: ':� j'- -
<br />,;.: • ::.`i.' -. •'� �
<br />41 AC
<br />AMENDMENT AREA: 3 .::.::::.:::.� EXISTINGGROUN:)
<br />'9 ( ` I l �Ilr ( 11 -- _ _— _ — 1� \ COVER: NATIVE 1 r r/
<br />/) —EXPOSED _� — PARCEL
<br />' � LI ^ \��� _ _ _ �-_= — -- -�-- ; -tura
<br />1 GROUND 813,690 SQ.
<br />PHASE 1 SPILLWAY 1 �� VEGETATION W
<br />WATER :•.: :•.
<br />1._ (18.680 ACRES ` `\\
<br />_ / �°�)�"i'� X71 �•-:=•. -�� •• (SEE NOTE 2)
<br />1 / 1 �. -�'=�_: :• f
<br />J
<br />q II�Il
<br />1 1II PARCEL PARCEL 7
<br />33 �!(J�1 ::: __:: PUMPING
<br />III i / J \ I — j ((r( STATION
<br />W II ! 2,760,199 SQ. Ff.± T
<br />I 329,915 SQ. Ff.±
<br />> \ (63.366 ACRES±) ( \ ACRES±)
<br />III}1i111� . \ 1 PARCEL 6 (7.574
<br />--�
<br />1562.453 SQ. Ff.±—
<br />:. IIIII�II PHASE 2 SPILLWAY 11 { (12.912 ACRES±),� " %,=y.::: =::::;::=` ;: - j j// . PARCEL 35--- o
<br />>: VIII (SEE NOTE 2) / \ I ' :; ''' — �// ((lr/> 140,164 SQ. Fr.± N
<br />::•>. II _ ' �'' ARKANSAS RIVER w
<br />111111 �.` ✓ _ ��� _—
<br />,. v ` PHASE 1 SPILLWAY 2 (3.21s ACRES±)
<br />/ (SEE NOTE 2) ARKANSAS RIVER
<br />....................
<br />TOPSOIL PLACEMENT
<br />:. _
<br />\� : • :;:_:: » :;_::<::::.. AREA TO BE RE -SEEDED,
<br />��--•,,::�-� � "`'`•`""�"" CRIMPED AND MULCHED PARCEL 1 �
<br />:.. y ,.. 774,344 SQ. Ff.± (-D
<br />N PHASE 2 SPILLWAY 2 (17.777 ACRES±)
<br />EXISTING GROUND (SEE NOTE 2)
<br />EXISTING COVER: NATIVE EXISTING GROUND
<br />SLURRY VEGETATION COVER: NATIVE
<br />WALL VEGETATION
<br />PARCEL 12 TOPSOIL PLACEMENT �� �� �, N7g°1�
<br />544,507 SQ. Fr.± AREA TO BE RE -SEEDED, 4�
<br />(12.500 ACRES±)RIVER CRIMPED AND MULCHED �O
<br />ARKANSAS
<br />�`� `�
<br />j PARCEL 38
<br />1,732,129 SQ. Ff.±
<br />Op cpm (39.764 ACRES±)
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<br />SCALE: 1" = 350'
<br />0 175 350 525 700
<br />No. Revision/Issue Date
<br />MAP LEGEND:
<br />Firm Name and Address
<br />GENERAL NOTE: CONTINENTAL MATERIALS CORP.
<br />EXISTING CONTOURS
<br />1. ADDITIONAL BACKFILL MATERIAL FOR .440 S. LASALLE,
<br />EXISTING PROPERTY BOUNDARY
<br />PHASE 7 TO BE GENERATED AT STE. 3100
<br />PERMIT BOUNDARY (M-1986-015) ADJACENT CONCRETE BATCH PLANT.
<br />CHICAGO, IL, 60605-5020
<br />. EXISTING SLURRY WALL
<br />2. SPILLWAY DESIGN SPECIFICATIONS AND
<br />PROPOSED SLURRY WALL
<br />DETAILS TO BE DETERMINED IN FUTURE
<br />TECHNICAL REVISIONS. CMC CONTINENTAL MATERIASCORPORATION
<br />PROPOSED CONTOURS
<br />Project Name and Address
<br />TMOP EAST PITS 2596
<br />CO -96 PUEBLO,
<br />COLORADO 81001
<br />Project Sheet
<br />M-1984-015
<br />Date
<br />05/FEB/21
<br />Scale
<br />As Noted
<br />
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