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STAGE 1 B PARTIAL STAGE 1A PARTIAL J(REMO DDITIONAL PIPE FOR FINAL CLOSURE FINAL CLOSURE 4" DIA X 1\4"STEEL PIPE FILLED WITH CONCRETE ONTRACTOR'S USE e VE TO ULTIMATE F11VA1 1 eft ETTLEMENT ROD _ 1"HIKE 1"DIAMETER (MINIMUM) EIGHT) COVERNAIL AND TAG EMBEDDED STEEL PIPE (TO ALLOW - PER IN CONCRETE OR PER PLAN (SUMP WITH ELEVATION/DATE) DOWN TO STEEL PLATE) FINAL N Go�ER - SLOPE / �— / 2"GALV STEEL PIPE " — 6" LONG FILLED WITH GROUT 12" 4' (OR COVER EXTERNAL PIPE —I I 1=1 I MI F - THICKNESS HIKE- THREADS AT COVER REMOVE EXISTING THIIII—I T HI PER PLAN THICKNESS PER =III—II I III—_ I I DOWNORAIN INLET SECTION A-A SECTION B-B PLAN - INSTALL J+— SI I— =I — AND CONSTRUCT THREADED CAP =III -I= I_I I DOWNDRAINK-4-'\ SET PLATE AT AFTER COVER I =III III—�I —I I=III =II PLACEMENT IS - .- 111 1 LL-1 I I TOP OF COMPLETE (CONTRACTOR(CONTRACTOR TO INTERIM COVER 1 _ VERIFY GRADE 4" DIA X 1\4- 12'x 12"x 114" 2BREAK LOCATION STEEL PIPE FILLED STEEL PLATE "- IN FIELD) WITH CONCRETE w ' B ' SURVEY/ SETTLEMENT REMOVE _ LEVELING PAD FOR SETTLEMENT MONUMENT A A PLATE PLACEMENT. AT CONTRACTOR'S \ OPTION, SETTLEMENT MONUMENT ROD MAY IikS�E IN SEGMENTS AS FILL CONCRETE BASE TYPICAL 4 PLACES POST-CLOSURE SURVEY / SETTLEMENT MONUMENT 1 SETTLEMENT MONUMENT /3N DOWNDRAIN INLET REMOVAL / JOIN 3 NTS D2 NTS C12A NTSFINAL ®2 _ �—II PER _ I—III—III #4 BARS a 18" p�0� O�Q� QowO� APPROXIMATE 4"AC OVER pt COVER PLAN OC EACH WAY Q�L9 �ao�� EXISTING LINER LIMIT 6" CLASS 2 BASE 1� _—III—I I= I— NOTE: o��M o000 0 0000 — 1. CUTOFF WALL TO BE (— PLACED PER PLAN LOCATION AND LENGTH 6.67 I- 2. CUTOFF DEPTH SHALL RIP RAP 9 Mil BE 2'AT DOWNDRAIN 3" CLJ 12" PAD pt _ —_—_ _ _ _ I—I I I—I I—I 1 l— I— INLETe PER _ I—I I I—I I I—I I I—I I I—I I I—I I I—I I I=I I I=I I I—I I I=I I Sl 11= D, CONCRETE CUTOFF WALL 4 1PLAN _ I—I (—III—III—III—III—III—III—III—III=III=1 — NTS D2 �_ I I—III—III III—III—III—III=III=III=1 I — �— _ i I—III—III—III—I I—III—III—I (— STAGE to PARTIAL STAGE 1B PARTIAL 1 FINAL — I -111—III—III—III—III III=1 — EXISTING WASTE I AL CLOSURE (NAL CLOSURE p1 COVER I �� hI LIQ J11 L LL= BENCH a � — — � (� VARIES SECTION'\p PER i LINER TRENCH ANCHOR — — PLAN SECTION A Ell I—I I1=1I I IE—E 2 _ 111=1 II—III-1111 I I - —_ _—I 1=1 I1=1 ---APPROXIMATE _ I tf—11 1=1 1=III= — _—III—III—III— —I I( I I i EXISTING LINER LIMIT 1 FINAL PER EXISTING FENCE PLAN III=III= — —I I I_ I—III—III—III=III=1 I I- 4"AC OVER D, COVER —III—III=1 —111=111=I I —I I—I I I-111-111= — 6" CLASS 2 BASE —I 1=1 11=1 I —I I—I 11=1 I I-1 I I- III-III- 6.67 PER11 El — _— / -- EXISTING WASTE I—I I—I Exls —I =1 1=1 I I —III III III I —1 11 1 1 1 1 l�l 11111�� '�- EXISTING WASTE - � LINER ANCHOR TRENCH d' BASIN BOTTOM -28_4 ELEV i SECTION B STAGE 1A / STAGE IB SLOPE FINAL COVER JOIN5 6 NTS D2 SCALE: 1"®5' �2 PREPARED BY: PRpFESSi FORWARD LANDFILL O REPUBLIC SERVICES case Ne��``n.cu STAGE 1B PARTIAL FINAL CLOSURE PROJECT FORWARD AR® LAI ®FILL INC `A DETAIL SHEET D2 SJVT E v � d No,d198i a DESIGNED BY : R1,KaSCALE:AS SHOWN 9999 S. AUSTIN ROAD 800—C SOUTH ROCHESTER AVENUE * pRp BY ;�p� DATE 5-201i FILE NO.: MANTECA, CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 OW 800 204-4242FOR cx�If� CHECKED 8Y DATE 8-2019 NO. REVISION DESCRIPTION BY: 0 FORWARD, INC. (2011) PREPARED UNDER THE SUPERVISION DATE APPROVED BY DATE 6-2011 FIGURE B n\n Cre VUce Va"wa*o\sue 10 eaosurte M\nwpves\rye exi-OU^mac*m