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<br />`920 92 I x X\ H 6 595529 P C I ''I 1& 2 -
<br />\ SEE NOTES
<br />' X592,0.0 -- I 1 AND 2
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<br />.......... ....... .....
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<br />'-./T_•_•__- i� I \\ \ I ' ".L / (bra AT ER ` — �', >- i \\ TEMPORARY I \ I TEMPORARY,
<br />STORM A E ��
<br />RETENTI N -- — ��'�\ - - -" \ \ SU? - -- I ------- - - - - -- -- - - -SUMPI 7!--- - -� - --
<br />POND �- - _ey I - �- - -- -
<br />- - - -- 5923. -- 1- - -- - -- ------------ - - - - -- ----- - - - - -- - - - -- - --- - -- ---------------------- - -
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<br />CAAC - ?f - - - -- =_� =? = - ___ -- — ----- - -- = - -- =-� - - - �' _____� =___ - - - --- - -- -_ -- - - -- -� -- - � ----------- . -
<br />II X / /- PROPOSED -f - - -- - ------- ------
<br />-------------- - -- - - -- -------- ` - - - -- -- ----------------------- `..
<br />- 7.45 A /FT, --- y' ./ �- �- I --
<br />00, ✓ /_ CULVERT
<br />�' - _ - ✓ Y f - ..... I .... .. .. `.I w...au........... I o .........y4 ..... . ........ ..............uu. • .i...... u.. n......�L......... /....u. . u u.• •t., . ' S
<br />(SEE NOTE_ 5)- ••
<br />-
<br />...........
<br />Y
<br />_ I _
<br />- A. /,_ - ll i I
<br />______ �C - _ - _
<br />_; - - -- __ " -_ ��- - -- - -- '" I r' -�" % � X95:6/ 1 /
<br />- I
<br />TEMPORARY CE
<br />1
<br />914. r �' I SEPARATION RM 1 4
<br />- = 1
<br />- 5�g5 ,! % s9oo - �E NOTES
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<br />- - - -- 1
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<br />4 I L .79A I S C LL 16 AC.
<br />" 1 AND 1 �
<br />n .. 5887 -2
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<br />X ,.' /// I 1 I �1% I
<br />5888.4
<br />/ \ f
<br />j/' / \
<br />EXISTING UNPAVED ROAD
<br />EXISTING FENCE (SITE BOUNDARY)
<br />I 1
<br />xspzs.z
<br />EXISTING SPOT ELEVATION
<br />M®
<br />f --
<br />EXISTING MONITORING WELL
<br />30--'-g
<br />1
<br />------
<br />,
<br />ELEVATION CONTOUR
<br />—5946
<br />1
<br />OD
<br />6015.5
<br />- - • -�- - •-
<br />x
<br />I
<br />'
<br />WITH DIRECTION OF FLOW
<br />5 6.9
<br />STORMWATER PERIMETER CONTROL CHANNEL
<br />WITH DIRECTION OF FLOW
<br />DETAIL NUMBER
<br />e'2 er
<br />-SHEET WHERE DETAIL IS. LOCATED
<br />X '
<br />ON
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<br />II X / /- PROPOSED -f - - -- - ------- ------
<br />-------------- - -- - - -- -------- ` - - - -- -- ----------------------- `..
<br />- 7.45 A /FT, --- y' ./ �- �- I --
<br />00, ✓ /_ CULVERT
<br />�' - _ - ✓ Y f - ..... I .... .. .. `.I w...au........... I o .........y4 ..... . ........ ..............uu. • .i...... u.. n......�L......... /....u. . u u.• •t., . ' S
<br />(SEE NOTE_ 5)- ••
<br />-
<br />...........
<br />Y
<br />_ I _
<br />- A. /,_ - ll i I
<br />______ �C - _ - _
<br />_; - - -- __ " -_ ��- - -- - -- '" I r' -�" % � X95:6/ 1 /
<br />- I
<br />TEMPORARY CE
<br />1
<br />914. r �' I SEPARATION RM 1 4
<br />- = 1
<br />- 5�g5 ,! % s9oo - �E NOTES
<br />E 1 ,�.
<br />- - - -- 1
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<br />4 I L .79A I S C LL 16 AC.
<br />" 1 AND 1 �
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<br />/ \ f
<br />j/' / \
<br />LEGEND:
<br />EXISTING UNPAVED ROAD
<br />EXISTING FENCE (SITE BOUNDARY)
<br />I 1
<br />xspzs.z
<br />EXISTING SPOT ELEVATION
<br />M®
<br />f --
<br />EXISTING MONITORING WELL
<br />30--'-g
<br />EXISTING CULVERT
<br />------
<br />EXISTING GROUND SURFACE
<br />ELEVATION CONTOUR
<br />—5946
<br />PROPOSED TOP OF LINER CONTOURS
<br />OD
<br />6015.5
<br />- - • -�- - •-
<br />x
<br />WITH DIRECTION OF FLOW
<br />--- -� - - --
<br />STORMWATER PERIMETER CONTROL CHANNEL
<br />WITH DIRECTION OF FLOW
<br />DETAIL NUMBER
<br />e'2 er
<br />-SHEET WHERE DETAIL IS. LOCATED
<br />ON
<br />:hu
<br />r
<br />,
<br />Ii
<br />LEGEND:
<br />EXISTING UNPAVED ROAD
<br />EXISTING FENCE (SITE BOUNDARY)
<br />I 1
<br />xspzs.z
<br />EXISTING SPOT ELEVATION
<br />M®
<br />f --
<br />EXISTING MONITORING WELL
<br />30--'-g
<br />EXISTING CULVERT
<br />------
<br />EXISTING GROUND SURFACE
<br />ELEVATION CONTOUR
<br />—5946
<br />PROPOSED TOP OF LINER CONTOURS
<br />- - - - - - - -
<br />6015.5
<br />- - • -�- - •-
<br />x
<br />WITH DIRECTION OF FLOW
<br />--- -� - - --
<br />STORMWATER PERIMETER CONTROL CHANNEL
<br />WITH DIRECTION OF FLOW
<br />DETAIL NUMBER
<br />e'2 er
<br />-SHEET WHERE DETAIL IS. LOCATED
<br />LEGEND:
<br />EXISTING UNPAVED ROAD
<br />EXISTING FENCE (SITE BOUNDARY)
<br />EXISTING SURVEY CONTROL POINT
<br />xspzs.z
<br />EXISTING SPOT ELEVATION
<br />M®
<br />EXISTING MONITORING WELL
<br />30--'-g
<br />EXISTING CULVERT
<br />------
<br />EXISTING GROUND SURFACE
<br />ELEVATION CONTOUR
<br />—5946
<br />PROPOSED TOP OF LINER CONTOURS
<br />- - - - - - - -
<br />PERFORATED. LEACHATE COLLECTION PIPE
<br />- - • -�- - •-
<br />STORMWATER DIVERSION DITCH
<br />WITH DIRECTION OF FLOW
<br />--- -� - - --
<br />STORMWATER PERIMETER CONTROL CHANNEL
<br />WITH DIRECTION OF FLOW
<br />DETAIL NUMBER
<br />e'2 er
<br />-SHEET WHERE DETAIL IS. LOCATED
<br />NOTES:
<br />1) OUTER BOUNDARIES OF CELLS TO BE FORMED BY
<br />EXCAVATION OUTWARD FROM BOUNDARY APPROXIMATELY
<br />25 FEET, CONSTRUCTING TEMPORARY SEPARATION BERMS
<br />AND SLOPING TO EXISTING GRADE AT 3H TO 1V SLOPE.
<br />2) SEPARATION BERMS TO BE LINED AS NECESSARY WITH
<br />3 FEET OF CLAY DURING INTERIM CONDITIONS.
<br />3) DIMENSIONS OF CHANNELS ARE GIVEN IN TABLE 1 OF
<br />APPENDIX 3.
<br />4) DETAILS FOR TEMPORARY SUMPS WILL BE SUPPLIED IN
<br />CONSTRUCTION DRAWINGS.
<br />5). DETAILS OF DITCH /CHANNEL CROSSING TO BE PROVIDED
<br />ON CONSTRUCTION DRAWINGS.
<br />6) FOR PERMIT APPLICATION ONLY, NOT TO BE USED FOR
<br />CONSTRUCTION.
<br />......... ... .................. ............................. ............................... ..
<br />PROPOSED/' / --------------- �.4„ „ _._•,_, _ - „_,._ „_,,,_ „_,,,_,,._, �,_ „_.,.�_ ._.._.,._,,, �_,_ „_,_,,,_,..�,, _,,,_ „_�,...
<br />CULVERT 1 _ _: 1 .. ”,
<br />/ /
<br />- ...�.. 60- -- _ SEE NOTES
<br />PCI 3,4 & 5 1 AND 2
<br />X SEE TYPICAL PERIMETER
<br />s CHANNEL AND, DIVERSION
<br />300 � � - �
<br />DITCH DETAIL (SEE NOTE 3) 0 100 200
<br />1 SCALE IN FEET: 1” =100'
<br />CONTOUR INTERVAL = 3 FEET
<br />1
<br />/ r _ REFERENCE:
<br />/ / / i - -- `' LANDMARK MAPPING LTD'.,
<br />LAKEWOOD, CO
<br />DATE OF AERIAL PHOTOGRAPHY:
<br />7 28 00
<br />r
<br />GROUND SURVEY
<br />M
<br />�v ' HIGH PLAINS SURVEY CO, INC.
<br />5854.5a
<br />M6 v n __ _ KIOWA, CO (912100)
<br />— r 6004.04
<br />MV 20
<br />X 555 '
<br />HV 4
<br />/f� C5.1
<br />584878
<br />I
<br />IF THE ABOVE BAR DOES
<br />NOT SCALE I INCH THE
<br />DRAWING SCALE IS ALTERED
<br />CLIENT
<br />DATE
<br />ENGINEER'S STAMP N0. I REVISION DESCRIPTION THUS DRAWING IS NOT APPROVED
<br />UNILESS LAST REVISION IS HAND
<br />ISSUED FOR PERMIT APPUICATION
<br />ISSUED FOR CLIENT REVIEIW
<br />DATE I BY
<br />10 /00 1 GSL I MM
<br />AP'VDI NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED
<br />UNLESS LAST REVISION IS HAND WRITTEN
<br />DATE I BY ICHKDIAP'VDI DATE: I PRINT ISSUE RECORD
<br />ISSIUED FOR CLIENT REVIEW
<br />RECEIVED
<br />M- 1979 -221 ��_NO• -y .v
<br />Class: Repoli "`L �• DEC 2 0 2000
<br />Doc Type: Sedalia Recycling center 8
<br />Depositary
<br />CLIENT /PROJECT
<br />TITLE
<br />Division of Minerals and Geology
<br />SEDALIA RECYCLING CENTER
<br />AND DEPOSITORY
<br />EXCAVATION PLAN
<br />PHASE 1
<br />WASTE CORPORATION
<br />OF AMERICA, INC.
<br />IIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />00015504
<br />DRAWN GSL DACE 10 /00
<br />CHECKED MM JOB NO. 003 -2190
<br />REVIEWED DICITAL NO 2190DO04
<br />APPROVED °4 OF OF B
<br />SCALE DWG / 1! REV
<br />AS SHOWN III
<br />FILE NO. 2190DO04 4
<br />
|