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o W C o <br />of <br />n Z <br />C C a <br />Q C N <br />� O <br />�o <br />0 <br />�w <br />O I <br />\N <br />O <br />ON <br />w o � <br />0 <br />' 0 0 <br />oo <br />a <br />I � <br />o <br />w <br />3 <br />I y \ <br />5961.1 <br />7 StJI ' 7 <br />y \ — <br />M Iv 4:8.0 5889.8 5917.1 \\ \ �(WW) — - - - - -- - - -- <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 <br />I , <br />I 1 <br />I , <br />I , <br />1 , <br />I <br />1 <br />t. <br />� I <br />_. <br />I <br />'1 I <br />_ 1 <br />1 <br />c <br />6006 U <br />7—DD12 <br />r <br />6025.2 <br />' X <br />1 <br />I <br />I <br />1 <br />�V <br />1;p11 ___ 334 / <br />M5 <br />\ 5944.8 _ <br />5 \t `906.7 X % - -- -- -�— — — — -E -- �f`'077 c,� r °E--- ------ <br />.......... ....... ..... <br />\ i X ................... ` .......................... ... ....ol( ..L. ...... u.. .... ..... \.. v.r.. uu ... ...ir.0 . ........y.. . <br />899.6 \; <br />tY <br />\ 45' <br />59426 c �� 159�i A — - 5. 74.3\ f <br />JC _ <br />r 1 - _ - - - -- - + <br />EK <br />, I , <br />_ 1 <br />v I 64.5 <br />I <br />i <br />1 <br />�I <br />- - 1 CEL <br />I <br />A <br />\ \ k , 3 <br />\ I <br />.\ C ttL L <br />------------ <br />�., <br />r \ <br />- -- �5�922� . X B8\ \ 3.3 <br />__ X \. X - <br />1 \ <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- - -- - -- ------------ - - - - -- ----- - - - - -- - - - -- - --- - -- ---------------------- - - <br />- P I - 5926 9 � - - - - - - - -- - -- - --- -- - - - °-- --- - <br />r <br />i <br />1 ` <br />A <br />Li <br />1 ' <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 <br />E 1 ,�. <br />- - - -- 1 <br />F , - <br />4 I L .79A I S C LL 16 AC. <br />" 1 AND 1 � <br />n .. 5887 -2 <br />CIO <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 <br />:hu <br />r <br />1 <br />, <br />�. <br />X,` <br />`, <br />1 <br />8.38 AQ3' , <br />_ <br />6 <br />I <br />I <br />i <br />r <br />I 5 <br />I <br />1 <br />- <br />I <br />1 <br />1 <br />- <br />Ii <br />`- _ _, <br />r <br />i <br />1 ` <br />A <br />Li <br />1 ' <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 <br />E 1 ,�. <br />- - - -- 1 <br />F , - <br />4 I L .79A I S C LL 16 AC. <br />" 1 AND 1 � <br />n .. 5887 -2 <br />CIO <br />X ,.' /// I 1 I �1% I <br />5888.4 <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 />