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EDGE OF EXISTING <br /> GEOMEMBRANE <br /> REMOVE EXISTING <br /> TERMINATION BERM <br /> REMOVE EXISTING GEl- <br /> PLYWOOD SHEETING AND <br /> PROTECTIVE GEOTEXTILE 7,S'I"-! - 7• ', <br /> C <br /> PROTECTIVE <br /> OPERATION LAYER <br /> FILTER GEOTEXTILE ""� ' <br /> z ,r 4-Y ^. 4'Ps Nj 1 <br /> (SEE NOTE 1) g 2 / +. <br /> CUSHION tO 1 'Z `.. <br /> GEOTEXTILE - - - 7" 0.._ <br /> (SEE NOTE 1) 's�Ss.,. ;..yr -+s+.iT——'++TSas-p— <br /> �P �. p.Ay p,. o>P,.e;%- 'moi p °t 1. OVERLAP TING UNDAMAGED GEOTEXTILE AND WMU FU-17 GEOTEXTILE A MINIMUM OF 2 FEET. <br /> EXIS � <br /> 2'MIN ) ° 2. KEY NEW CLAY LINER INTO EXISTING CLAY LINER. <br /> 2 h, c _ . <br /> GRANULAR 1 m���l� 3. PUMP LEACHATE OUT OF WMU FU-13 AND WMU FU-14 SUMP PRIOR TO REMOVAL. <br /> MATERIAL /T 1 \,INAGE .,y . <br /> APPROX.12' 4. THE CONTRACTOR SHALL CREATE A TEMPORARY SUMP FOR THE EXISTING LEACHATE COLLECTION m <br /> l t P A R 1-ire:: <br /> CLAY LINER SYSTEM.THE TEMPORARY SUMP SHALL BE USED BETWEEN THE TIME THE EXISTING TANK IS iO <br /> i=u NATIVE 1 h <br /> 80-mil TEXTURED / ^;T�' GROUND 1 REMOVED AND THE CONNECTION TO WMU FU-17 IS MADE.THE TEMPORARY SUMP MAY BE <br /> HDPE GEOMEMBRANE { [ `Y CREATED BY PLACING PIPE UNDER THE EXISTING GEOMEMBRANE ON THE DOWNSTREAM SIDE OF <br /> ~` THE EXISTING PIPE TO CREATE A BARRIER AND/OR CREATING A"POCKET'DOWNSTREAM OF THE <br /> � EXISTING PIPE USING HDPE GEOMEMBRANE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br /> SECTION ^\ CONVEYING THE COLLECTED LEACHATE FROM THE TEMPORARY SUMP TO THE ONSITE LEACHATE <br /> 1 U POND. o <br /> CONNECTION TO EXISTING LINER SYSTEM SHT 3 '5 <br /> NTS 5. THE CONTRACTOR SHALL CONNECT THE EXISTING WEST-EAST 6"HDPE PIPE FROM WMU FU-14 TO 12 <br /> _______________ THE NEW WMU FU-17 WEST-EAST 6'HDPE PIPE AT THE EASTERN TERMINATION BERM.THE PIPES <br /> i_ — SHALL BE JOINED IN ACCORDANCE WITH THE SPECIFICATIONS. <br /> WMU FU-U 3' WELD EXISTING a <br /> 60-mil DOUBLE TEXTURED MIN /60-mil DOUBLE TEXTURED \ '� <br /> / <br /> HDPE GEOMEMBRANE r (/ HDPEGEOMEMBRANE <br /> WMU FU-17 EXISTING <br /> \ CLAY LINER MIN CLAY LINER <br /> NOTE 2) (NOTE 2) // O <br /> --------------_ 0 q' <br /> ZF W <br /> Om0 w <br /> < c <br /> N <br /> O O f- <br /> W <br /> C <br /> C <br /> 0) <br /> PROTECTIVE 'r^ Y 1:' P;;RX <br /> OPERATIONS LAYER ,.... ................. y <br /> .......... <br /> GEOTEXTILEREMOVE EXISTING Z <br /> GRANULAR REMOVE EXISTING r <br /> 5'DIAMETER Y' TERMINATION BERM m <br /> DRAINAGE MATERIAL - a <br /> HDPE TANK W z iL O <br /> REMOVE EXISTING ( W <br /> 6"PERFORATED ` �� 4Z" '= F Z <br /> S' <br /> SEE DETAIL 3 r 1 T _ O ml <br /> HDPE PIPE,SDR1 ly <br /> TERMINATION BERM a Z <br /> SHT 5 <br /> ? Z �' $ <br /> ` REMOVE EXISTING i `>4(y %� W <br /> r-� COARSE GRAVEL 1 <br /> _°4... <br /> ui <br /> �•-:«p•e% O•A•.,;.pre: YA....p.�.,i' O•A"�'O.� U.A-. O .p OA :'. _.._. <br /> �u <br /> 1' IN <br /> U <br /> "r � <br /> IN <br /> aIIIERX UI <br /> E <br /> CLAY LINER - <br /> X 60-mil TEXTURED I BACKFILL WITH " `,� '""�'� y` <br /> , ...... ". <br /> HDPE GEOMEMBRANJ GENERAL r r`' <br /> EARTH FILL <br /> Lv -�Cii qJ <br /> 0 <br /> LL m <br /> SECTION LL z LL <br /> CONNECTION TO TEMPORARY SUMP SHT 3 <br /> NTS(SEE NOTE 3,4) OLL <br /> A <br /> W N <br /> $ _) <br /> d <br /> I,?RAS+ <br /> a s <br /> e N.047735 <br /> 9 y�.i2arsmS� <br /> a <br /> Sheet ALof� <br /> ° � v ` Rev <br />