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STAGE 18 PARTIAL STAGE 1A PARTIAL �- FINAL CLOSURE FINAL CLOSURE ADDITIONAL PIPE FOR 4" DIA X 1\4- STEEL PIPE CONTRACTOR'S USE FILLED WITH CONCRETE (REMOVE TO ULTIMATE FINAL 1 SETTLEMENT ROD COVER pl ® 24" HEIGHT) I= — I I" HIKE- = 1" DIAMETER (MINIMUM) —I NAIL AND TAG EMBEDDED PER �IN CONCRETE OR PER STEEL PIPE (TO ALLOW I _ PLAN 1 COUNTY SURVEYOR REOUIREMENTS INTERNAL VERIFICATION —1 1 (STAMP WITH ELEVAFION/DATE) DOwN TO STEEL PLATE)- FINAL COVER - SLOPE =I GALV STEEL PIPE 6" LONG FILLED WITH ��VA�/. GROUT ` /� ' III 72y I 4' (OR COVER THREADS A7 COVER x Y� III—�I I — I— I I � `` -REMOVE EXISTING THICKNESS HIKE- THICKNESS PER 1 ` DOWNDRAIN INLET UP) PER PLAN— PLAN - INSTALL ( �I I I—� 1— AND CONSTRUCT DOWNDRAIN 4 SECTION A-A SECTION 8-B THREADED CAP AFTER COR T � III III—III f-1 1=1 f-I L of SET PLATE AT PLACEMENTS COMPLETE F k',/i—t I—I11=1 — -III I = �',— TOP OF (CONTRACTOR TO VERIF /--+—� INTERIM COVERS BREAK GRADE 1 BREAK LOCATION 4"DIA X 1\4" ( 12"x12 x1/4" IN FIELD) 1 2 rQ" STEEL PIPE FILLED I STEEL PLATE Ile WITH CONCRETE , B� JURVEY REMOVE " / SETTLEMENT LEVELING PAD FOR SETTLEMENT ` MONUMENT J PLATE PLACEMENT AT CONTRACTOR'S AA OPTION, SETTLEMENT MONUMENT ROD MAY &E IN SEGMENTS AS FILL PROGRESSES CONCPETE PAcc TYPICAL 4 PLACES POST-CLOSURE SUR / SETTLEMENT MONUMENT 1 SETTLEMENT MONUMENT 2 DOWNDRAIN INLET REMOVAL / JOIN 3 NTS D2 NTS 2 NTS D2 n -1 " �O U�O U OT 4"AC OVER 1 FINAL PER 1=1 I =1 OC EACH 0 18 0 Q O Q U� 0`( —APPROXIMATE r 6" CLASS 2 BASE D1 COVER \ PLAN aQQ �Y�,�OT� 1 SOT EX/STING LINER LIMIT NOTE: UOCarI I 0 T0. I- CUTOFF WALL TO BE - I w� _—IIIA III= 1 . �: J PLACED PER PLAN6.67Z _ I—III LOCATION AND LENGTH �. 2. CUTOFF DEPTH SHALL 3" CLR 12" RIP._RAP 9 _ I— _ iLLL _ BE 2' AT DOWNDRAIN -- PAD D1 — — I (�I� I—� ••�! ✓ INLET PLEN AI III 1 —� -111 1=111 =i T l=III iyx Y D1 CONCRETE CUTOFF WALL �2 11— — III III=III IlI 111-III=III—�-III Yx NTS 1 III-111 1 =II1=1 II=1, 1 i i EXISTING WASTE —SII ill—III til SII X11—�I �` STAGE to PARTIALSTAGE 1B PARTIAL 1 FINAL FINAL CLOSURE FINAL CLOSURE D1 COVER BENCH 2 ✓ARIES SECTION pl i LINER ANCHOR /f PLAN / TRENCH SECTION A — ,I 2 =1 — I I I i ( 11=1 II APPROXIMATE I I L I I PER i� III-1 I I=� 1=1 I=iII III=1 I EXISTING LINER LIMIT 1 FINAL —� I — EXISTING FENCE—� 4"AC OVER _DT COVER PLAN I— 6" CLASS 2 BASE —I I -1 11=1 I —I I iEEI I 1=1 I 1 IIIEl �,� � �. PER 6.679 _III=I ,P�"I 11I=111 III=1 1 l_=1!i �—EXISTING WASTE--� �—EXISTING WASTE LINER ANCHOR i TRENCH i i BASIN BOTTOM - 28.4 ELEV i SECTION B STAGE 1A / STAGE 16 SLOPE FINAL COVER JOIN 5 WEST TOP OF SLOPE FINAL COVER TRANSITION6 NTS D 2 SCALE: 1"=5' D 2 PREPARED BY: ?ppFEssr FORWARD LANDFILL i 'C SERI/�r+ESTAGE 1B PARTIAL FINAL CLOSURE PROJECT REPUBLIC V V S +� T G fine"rin'g a� No. DETAIL SHEET D2 FORWARD LANDFILL, INC Engineei DESIGNED BY : RMG SCALE AS SHOWN 9999 S. AUSTIN ROAD 800-C SOUTH ROCHESTER AVENUE * * DRAWN BY : JPJ DATE 6-2011 FILE NO.: MANTECA CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 �qrF wa CHECKED BY : DATE : 6-2011 Y p IF (800) 204-4242 0 FORWARD, INC, (2011 PREPARED UNDER THE SUPERVISION OF DATE APPROVED BY : DATE : 6-2011 FIGURE NO. REVISION DESCRIPTION BY: znPaacc+sUurcn w�s*n ro.a.em�a�ec s aosuezVcovwwes ncoe rn-oEvn vac