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o Coro <br />� n f <br />to ro <br />�rt z <br />-Co <br />(a 3 <br />Q d N <br />O <br />�w <br />O I <br />N <br />o O) <br />�N <br />) <br />� � N <br />0 O <br />o \o <br />0 <br />> J u <br />i p J S <br />I � <br />o <br />w <br />3 <br />I <br />N 1,590.000 /. <br />\ Y <br />\ <br />\ <br />I I 54 `'.E I <br />/ I x <br />/ <br />, <br />71( / <br />rl , �M2 <br />I � �sszass I � ti <br />I , <br />, <br />I <br />N 1,589.000 <br />cc <br />\ <br />- -- , <br />STORM TER '0 \ <br />RETENTI N •�� <br />} POND <br />CAPACI <br />7.45 A Fj,- <br />/ - -'_` -- <br />_ I <br />-- I 54JLE <br />f <br />�, <br />r I <br />I I <br />� -587n. <br />I <br />I <br />' t <br />i <br />N 1,588,000 ' <br />i <br />I <br />M1 <br />6-54. \ <br />i � I <br />H°; <br />," <br />I I <br />I <br />0 <br />a <br />n <br />W <br />IF THE ABOVE BAR DOES <br />NOT SCALE I INCH THE <br />DRAWING SCALE IS ALTERED <br />c'LIENT <br />DATE <br />0 <br />0 <br />ri <br />LLl <br />VGIMTL kz,CG 1.V16 �7 <br />� o <br />o° <br />0 <br />M <br />W <br />N 1,590,000 <br />N 1,589,000 <br />\\ N 1,588,500 <br />LEGEND: <br />GSL <br />DATE 1000 <br />EXISTING UNPAVED ROAD <br />MM <br />EXISTING FENCE (SITE BOUNDARY) <br />REVIEWED <br />EXISTING SURVEY CONTROL POINT <br />X602.52 <br />EXISTING SPOT ELEVATION <br />}'-'C <br />EXISTING CULVERT <br />M2 <br />AS SHOWN <br />® <br />EXISTING MONITORING WELL <br />----- -5orto <br />EXISTING GROUND SURFACE <br />ELEVATION CONTOUR <br />-- ` - - -- <br />EXISTING INTERMITITNT STREAM <br />...................... <br />CELL BOUNDARY <br />PROPOSED SUBGRADE CONTOURS <br />- — — — — — — - <br />PERFORATED LEACHATE COLLECTION PIPE <br />- •••- ••• -••• -� - - <br />STORMWATER PERIMETER CONTROL CHANNEL <br />WITH DIRECTION OF FLOW <br />DETAIL NUMBER <br />e <br />SHEET WHERE DETAIL IS LOCATED <br />NOTES: <br />1) GRADES SHOWN ARE BOTTOM OF EXCAVATION. <br />3 FEET MUST BE ADDED TO THESE ELEVATIONS <br />TO OBTAIN TOP OF LINER GRADE. <br />2) DIMENSIONS OF CHANNELS ARE GIVEN IN TABLE 1 <br />OF APPENDIX 3. <br />3) SEE DRAWING 5 FOR LOCATION OF STORMWATER <br />DIVERSION DITCHES THAT ROUTE UPSTREAM <br />STORMWATER AROUND SITE. <br />4) DETAILS OF DITCH /CHANNEL CROSSING TO BE <br />PROVIDED ON CONSTRUCTION DRAWINGS. <br />5) FOR PERMIT APPLICATION ONLY, NOT TO BE <br />FOR CONSTRUCTION. <br />0 150 300 450 <br />SCALE IN FEET: 1" =150' <br />CONTOUR INTERVAL = 3 FEET <br />N 1,588.000 <br />x 6017.9 <br />REFERENCE: <br />LANDMARK MAPPING LTD., <br />LAKEWOOD, CO <br />DATE OF AERIAL PHOTOGRAPHY: <br />7/28/00 <br />GROUND SURVEY: <br />HIGH PLAINS SURVEY CO, INC. <br />KIOWA, CO (9/21/00) <br />ENGINEER'S STAMP NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD N0. REVISION DESCRIPTION THIS S LAST E NOT APPROVED DA'1'h; BY CHKD AP'VD DATE <br />UNLESS LAST REVISION IS HAND WRITTEN UNLESS LAST REVISION IS HAND WRITTEN <br />ISSUED FOR PERMIT APPLICATION <br />ISSUED FOR CLIENT REVIEW <br />10/00 1 GSL I MM <br />CLIENT /PROJECT <br />RECEIVED <br />DEC 2 0 2000 <br />Division of Minerals and Geology <br />M -1979 -221 <br />Class: Report <br />Doc Type: Sedalia Recycling center & <br />Depository <br />SEDALIA RECYCLING CENTER <br />AND DEPOSITORY <br />TI'fLF; <br />PRINT ISSUE RECORD EXCAVATION PLAN WITH CELLS <br />AND PHASES <br />ISSUED FOR CLIENT REVIEW <br />WASTE CORPORATION <br />OF AMERICA, INC. <br />� 111111 ���� IIIII IIIII IIIII IIIII IIIII0111 ���� IIII <br />00015503 <br />DRAWN <br />GSL <br />DATE 1000 <br />CRECEED <br />MM <br />JOB NO. 003 -2190 <br />REVIEWED <br />DIGITAL NO. 2190DO03 <br />APPROVED <br />J13 OF OF 6 <br />itf <br />SCALE <br />AS SHOWN <br />Di j <br />3 <br />REV# <br />PILE NO. 219OD003 <br />